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1095 Tulip St - Permit RES18-0072GENERAL NOTES: -1/B" PROTECTION BOARD- OPTIONAL 1. CONTRACTOR SHALL PROTECT W. P. MEMBRANE HEMMED METAL DOOR PAN -60 MILS WATERPROOFING MEMBRANE GENERAL NOTES: FROM FOOT TRAFIC DURING CONSTRUCTION UNTIL 2K/A"/.41W/ MIN 3" OVERLAP (� JOtNTS .41 - LAP AND MASTIC RIGHT 1x 9+� . -RUN 1. ALL CONTINUOUS FLASHING ? AND LEFT PRE -FORMED PANS IN SEAMS PARALLEL WITH SLOPING DECK PIECES - MIN 10'•0" LENGTHS -I CONCRETE TOPPING IS POURED OR INSTALL 1" CENTER OF OPENING FOR MIN. 2" �lc+t -FULL BED OF MASTIC SEALANT ON OVERLAP 2. ALL 26 GA GALVANIZE METAL PROTECTION BOARD IMMEDIATELLY AFTER '°F TYPICAL ROOF INSTALLATION OF W. P. MEMBRANE. CONTINUOUS MASTIC SEALANT -6" WIDE PEEL N STICK OVER SEAM FLASHING - TYPICAL --� 2. FLOOD TEST BALCONIES (1 PER BUILDING) PRIOR TYPICAL. @TOP, BOTTOM & JOINTS � a --�� - --------------- 3. ALL FORMES SHALL BE WELDED M100 BASE L FLASHING TO LIGHT WEIGHT CONCRETE TOPPING POUR. I x4 THRESHOLD PLATE WATER TIGHT AS DETAILED T -BAR - 9" WIDE 60 MILS A�� Cr) 3" 1 BALCONY 4„ 1-4 FLASHING MEMBRANE D OE/ilY17 BASE'L,' FLASHING PER -PLYWOOD DECK W/ PRIMER PRIMED PLYWOOD DECK AND EDGE CONTINUOUS MASTIC SEALANT - 2B/A7.d 1 INSTALLED WITHOUT WALL SHEATHING, TYPICAL @ TOP, BOTTOM & JOINTS SEAMS AT DOOR -60 MILS WATERPROOFING 4i Inc. nc- OPENINGS -CLIP AT DOORS z ` MEMBRANE W/ MIN 3., L FLASHING- PER 26/ 2 CUNT. SEAL TOP AND a 9" WIDE 60 MILS FLASHING FRAME OPENING 0 45A OVERLAP 0 SEAMS BOTTOM EDGES ` HEMMED MEMBRANE ANGLE AND BEND FLAT ON TO - T -BAR PER 2J h' ' & 60 EDGE Design & Build DOOR'S THRESHOLD PLATE 9/ +` COMBINATION POCKET (� BALCONY EDGE HEMMED "� Q BALCONY EDGE PLYWOOD DECK W/ PRIMER I INSTALLED OVER CLIPED AND FLASHING CAPco EDGE --. FLASHING 2 LAYER OF 4 x 4 MEMBRANE `+ BENT BASE 'I.' FLASHING FROM [ SPACERS AT MAX. @) 12" O.C. ` DECK BELOW ( TO ALLOW WATER TO WEEP +` HEMMED EDGE 4800 Beach Blvd. # 7 L60 MILS WATERPROOFING i. OUT UNDER THE EXTRUDED `� Jacksoneville, Florida. 32207 MEMBRANE ' - ALUM T -BAR �`� 2 '` 904.434.8852 CONTINUOUS MASTIC SEALANT- - DRIP EDGE FLASHING PER �` info@domohomes.com TYPICAL @ TOP, BOTTOM & JOINTS 60 MIL ELASTOMERIC 2E/ �`. _ domohomes.com __ �� CBC1256941 PLYWOOD DECK W/PRIMER MEMBRANE TERMINATION P.T. 2X4 ` _ L FLASHING -SEE 2B/ SEALANT. Z -FLASHING PER 2D/ ^I� @ BALCONY EDGE 'T �BIiL..CiVl�l DOOR B&= E <'�"' ^�N FLASHING B — o SIMILAR @ BALCONY EDGE TO WALL CONDITION �^f SEE 6 & 3 A7.41 FOR - � COMBINATION 1 Consultant FLASHING DETAIL COMPLETE ASSEMBLY 1�iMB�NA"�`I�N I��cK (Vfi DOOR PAN POCKET 12 AAddress ddress _ =� PROVIQE RIGHT AND LEFT SIDE Phone 12 AT BALCONY / BREEZEWAY � AT EXTERIOR DOORS NTS FORMS - LAP MIN. 2" IN CENTER OF 4" -�� Fax OPENING. REFER TO )OB/A7.41 e-mail CONTINUOUS MASTIC SEALANT - FOR SIMILAR LAP PROVISIONS. O TYPICAL ROOF'S DRIP i TYPICAL (41 TOP, BOTTOM & JOINTS HEMMED r1N C EDGE EDGE FLASHING a , HEMMED 1" EXTENSCdN Consultant STEP It 1: OF'L' FLSHING Address I INSTALL COMBINATION ' WATERPOOFING SEALANT Address POCKET PER 2H/A7.41 � b I i APPLIED IN CORNER Phone STEP 112: TYPICAL BASE 'L' FLASHING - 2B/. - Fax Z ` METAL FLASHING 1 `� 8 „ I L' FLASHING INSTALLED OVER i EXTEND I" BEYOND'T'BAR AND HEM e-mai I C14 �� o PER 2E/ `"`�� COMBINATION POCKET i LEADING EDGE _� ' .�. t ' ' � a AL BALCONY �` i P , i f ! STEP #3: SPLICE FLASHING ' + BASE 'L' FLASHING Consultant 0. I 1 + PEEL & STICK 60MIL. -_ ++ +++ NON MEMORY FLSHING Address COVER PIECE 4f i ' ; MEMBREANE OVER'L' Address �i PER 2L/. �i i < , CORNER ONTO PRIMED ` 3" I Phone ! i ++` ' PLYWOOD DECK FaX TERMINATION STEP e-mail ,� STEP ,14: ' �` 'Z' FLASHING COVERING ++ Ile SEAL TOP EDGE OF 'L' POCKET cr P.T. 2x4 BELOW \+` ' SHEATH NG WITH MASTIC riles G TO PRIMED L0 L CONT. CLEAT ++% T -BAR �` COUNTER FLASHING Consultant c O Address ®'T" BAR 9" WIDE b0 MILS FLASHING MEMBRANE IS NOT SHOW FOR CLARITY OF PERSPECTIVE ,, �, ©TERMINATION TERMINATION METAL 'L' FLASHING, CORNER VIEW POCKET Address POCKET O'T' BAR Phone w, Fax TERMINATION ?'- CONTINUOUS FLA�HIi VG ®�TA�L� METAL FLASHING PROFILES 2 e-mail POCKET $ FLASHING DETA L AT OUTSIDE CORNER NTS AT OUTSIDE CORNER �s NTS Consultant Address CONTINUOUS MASTIC Address FLASHING DETAIL + + SEALANT - TYPICAL (0) TOP, EDGE FLASHING CAP 2L/.Phone 11 BOTTOM & JOINTS NOTE: PROVIDE PRIMER ON ALL SURFACES WHERE WRAPING END OF P.T. 2x4 8 7 Fax SELF -ADHERED MEMBRANE IS TO BE APPLIED. BLOCKING - INSTALLED OVER AT TERMINATION POCKET NTS - JS -500 FORM FLASH (WINDOWS, OPENINGS, BALCONY DECKS, ETC.) V FLASHING AND PRIOR TO �J e-mail MEMBRANE OVER'L' i EDGE FLASHING --METAL EDGE (6' • o FLASHING OVERLAP SEAMS i COVER PIECE FLASHING OVERLAPPED, FLIP COMBINATION POCKET _ , ORIENTATION FOR BALCONIES /_UNDERLAPPED) METAL EDGE (b" \ �� TERMINATING FLUSH WITH FLASHING t DRIP EDGE t I 1 j • `� /• B 1 WALLS/COLUMNSt I ALTERNATE CONDITION FLASHING SEE I , , No. Description Date DETAIL 2E ! ' t t a ' I SEALANT APPLIED I � I � t t I + UNDER FLASHING • BASE L FLASHING - 2B/ OVERLAP WALL OR COLUMN -- -- - - - t ` — COMBINATION POCKET - COMBINATION POCKET 2H/A7.41 'Z' FLASHING SEE • ° PEEL & STICK 7 1 DETAIL 2D/, - 2„ / KEEP SPLICE 6" • INDICATES APPROXIMATE NAILING PATT :RN �` `� ". MEMBRANE FLASHING /J FROM DRIP SPLICE 4" 9" WIDE 60 MILS FLASHING MEMBRANE IS NOT ABOVE SHOW FOR CLARITY OF METAL 'L' FLASHING. , ` I, ' i r --I ,--+ S - Trim DETAIL BALCO A�FLASHING BELOW @ RUNNING SPLICE OVERLAP i WOOD Y/BRF.EIFWAY T -BAR AT BALCONY DETAIL -TYPICAL ALL 'L' AT IN8iDE CORNER NT3 WOOD DECK ( _;�� �g 5 PROTECTECTION BOARD BUILDING WRAP EDGES FLASHING & SIM. COND. INSTALLFIJ OVER O Ist STEP 02nd STEP FLASHING DETAIL IL MEMBRANE FLASHING �`�, NOTE: CAP PERIMETER OF 60 fir„/ /� LIGHTWEIGHT �. ,j�lf, �' SEALANT BALCONY AND'L' BASE rill1� ~~ $ 1C} AT RUNNING SPLICE NTS CONC. SLAB , 1//'i`,t METAL DRIP EDGE FLASHING WITH 9" WIDE N �-j MILS FLASHING MEMBRANE - � FLASHING NOT SHOWN HERE FOR 12C EXTRUDED ALUM. t / �° 4 SEE DETAIL. 2E/ CLARITY. INSTALL FLASHING % P.T. 2 x 4 t PRIOR TO STEP 'E' BELOW. T -BAR PER 2J/A7.40 , � f Il .'� .fi $ t r �. 1 ' • �t� --'� f I DOUBLE/STACKED B ' ELASTOMERIC + T -BAR SPACERS J,.�(; �- ' -• 4� 7BEYON 3 I 4x4 0 12" O.C. MAX. 60 MIL. MONO. _ll�f �'`6 MEMBRANE SYSTEM == ^ �`� -__f 60 mil. ELASTOMERIC j � _ MEMBRAME FLASHING. I � "' '7.' FLASHING 2D/. EACH T -BAR t `+ I '' PIECE CONTINUES FLASHING SEE {� EXTEND TO BOTT. OF I +} 1 ( 03rd STEP @4th STEP T BAR. TO 10 FT. LENGTH t I ` 2D/ ; 'L' FLASHING PER 2.B/ BUILDING WRAP ABOVE t F.T. 2X4 TERMINATION POCKET PER BALCONY, OVERLAPPING t 2G/A7.41 BALCONY WATERPROOFING ' \ V METAL DRIP I``! 'T' BAR PER 2J/. T.{� r�5 AND BUILDING WRAP BELOW I ++ EDGE FLASHING WD, FRAMING AND 6/ ALSO SEE ( .t ; `'r4y. 2 SEE 7E/, r�k ;� CLOSURE FLASHING I ++ G�'v 9" WIDE PEEL & STICK 9/. AT EXPOSED MEMBRANE FLASHING CORNER j�. Dimitroff Residence t CJ SEALANT WITH RUN SPACERS { �BACKER ROD W/ DOWN FACE. I �� BOND INHIBITING _ 1095 Tu I i Street TAPE � MUST RETURN T -BAR (g) p 90 DEGREES AT BOTH TRIM BOARD f WALL. SHEATHING SEAL WITH LIQUID MASTIC FLASHING AND WATER PROOFING DETAILS SHOWN ARE INTENDED TO BE TYPICAL FOR ROOF, DECKS, EXTERIOR WALLS, Atlantic Beach, FL . SIDES. SEAL ALL EXTEND 'L' FLASHING P" COLUMNS, WINDOWS, DOORS AND ALL AREAS REQUIRING ATTENTION TO WATER PROOFING OF THE BUILDING INTERIOR CORNERS W/ FIBER CEMENT PANEL SIDING >' ' �` PAST'T' BAR PER 2G/. ENVELOPE. NOT ALL CONDITIONS CAN BE COVERED BY DETAILS SO IT 1S IMPERATIVE THAT THE CONTRACTOR AND EXTERIOR CAULKING.O HEM BOTTOM LEG � SUBCONTRACOTR FOLLOW GOOD PRACTICE AND SUPERVISION IN THE FIELD, REFER TO SMACNA PUBLICATIONS AND 51h STEP �.:./ 6th STEP FOLLOW ALL PRODUCT MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS FOR CONDITIONS NOT SHOWN IN BUILDING WRAP '.f', ARCHITECT'S DRAWINGS AND SPECIFICATIONS. T -BAR CORNER RETURN BALCONY EDGE DEO ONY MEM BRAI\I�EDE TAILS �ACT7Tt L AT RUNNING SPLICE NTS AT T -BAR FLA8HIN0 IVTS AT O1JT [DE CORNER NTS DESIGN MAY VARY. FLOOD TEST ONE BREEZEWAY AND Waterproof /Flashing BALCONY DECK PER BUILDING PRIOR TO POURING CONCRETE TOPPING. Details Project number 01-2018 Date 01/30/2018 Drawn by Author Checked by Checker Al 17 Scale R -ANEL ae entrance conductors Size 4/0 Type - Aluminum 0 nE 1 1 st Floor Electrical Plan 1/4" = 1'-0" � \ \ \ 4 � q \ � vsj 0, IRS: j 2 GFI AC _E� f 1 I 1 v n � i / 11 III R \ \ -/ / — \ _ 200 AMP PANEL GFI�j c I u n u --- /LJI 1 /q All electrical wiring to be in accordance with '14 NEC. Provide arc-faul circuit interrupters in all bedrooms per article 210-12." NOTES: HIS IS A SCHEMATIC PLAN, EXACT LOCATIONS ARE TO BE DETERMINED BY ELECTRICAL CONTRACTOR/INTERIOR DESIGNER/OWNER OR AS CODE REQUIRES, UNLESS SPECIFIC LOCATION IS NOTED. THE GHOSTED FLOOR PLAN IS FOR REFERENCE ONLY, NOT TO BE REFEREED TO FOR ANY TRUCTURAL CHANGES. MECHANICAL/ELECTRICAL CONTRACTOR TO VERIFY ELECTRICAL REQUIREMENTS FOR ALL MECHANICAL EQUIPMENT, ELECTRICAL APPLIANCES ETC. ALL OUTLETS ABOVE COUNTER HEIGHT IN KITCHEN AND BATHROOMS TO BE G.F.I. TYPE AS PER LOCAL CODES. VERIFY WITH OWNER LOCATION/TYPE OF ALL FIXTURES, PANEL BOXES, OUTLET PLACEMENT ETC.. BY HOLDING AN ELECTRICAL WALKTHROUGH ON THE BUILDING SITE ONCE FRAMING IS COMPLETED. SMOKE DETECTORS TO BE HARD -WIRED WITH BACK UP BATTERY, LOCATED PER APPLICABLE CODES LANDSCAPING LIGHTS ARE NOT INDICATED ON PLANS. PROVIDE FOR LANDSCAPING LIGHTS TO BE SWITCHED AS SHOWN COORDINATE ALL WORK WITH BUILDING CONTRACTOR. 0 a SWITCH 4W 3 WAY SWITCH O DOOR- BALL SWITCH DUPLEX OUTLET (12" AFF/U.N.O.) 110V. DOUBLE DUPLEX OUTLET (12" ` AFF/U.N.O.) 110 V. 220 V. OUTLET FLOOR OUTLET (VERIFY LOCATION- FLR. WITH OWNER, TYP.) DUPLEX OUTLET WITH ONE PORT SWITCH CONTROLLED OTHER IS CONSTANT POWER PC PULL CHAIN DIM DIMMER SWITCH M MOTION DETECTOR GFI GROUND FAULT INTERRUPTER W.P.WEATHER PROOF CAB IN CABINETRY 1111110- PHONE PORT 2100- PHONE PORT WITH 2 PORTS PC COMPUTER PORT (VERIFY SYSTEM REQUIREMENTS OR NETWORKING) TELEVISION PORT (VERIFY SYSTEM REQUIREMENTS) T B HOSE BIB EXHAUST FAN WALL MOUNTED ® EXHAUSTFAN EXHAUST FAN w/ LIGHT SURFACE MOUNT FIXTURE HANGING LIGHT FIXTURE RECESSED "CAM' FIXTURE O L.V RECESSED LOW VOLTAGE FIXTURE DSCONCE -WALL MOUNT FIXTURE S.D. SMOKE DETECTOR EXTERIOR "FLOOD" LIGHT MOTION DET. UNDER COUNTER LOW VOLTAGE TRACK, CABLE OR RAIL LIGHT WITH FIXTURES AS SHOWN FLOURCENT LIGHT (SIZE OF FIXTURE VARIES) O CEILING FAN WITH LIGHT CEILING FAN ONLY IM40IM101, Inc. Design & Build 4800 Beach Blvd. #1 Jacksoneville, Florida. 32207 904.434.8852 info@domohomes.com domohomes.com CBC1 256941 Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail No. Description Date r Dimitroff Residence 1095 Tulip Street Atlantic Beach, FL. First Floor EI. Plan Project number 01-2018 Date 01/30/2018 Drawn by Author Checked by Checker Scale E101 Play A 217 P SWITCH 4W 3 WAY SWITCH O k� DUPLEX OUTLET (12" AFF/U.N.O.) 110V. DOUBLE DUPLEX OUTLET (12" \ -/-- \ A Bedroom 3 Bedroom 2 I� 1 2nd Floor Electrical Plan 1/4" = 1'-0" - ,. :.0 ea F cc LLMaster Bathroom / 2Fi v � � / Master Bedroom Nursery Room I i osei i NOTES: HIS IS A SCHEMATIC PLAN, EXACT LOCATIONS ARE TO BE DETERMINED BY ELECTRICAL CONTRACTOR LOCATION IS NOTED. THE GHOSTED FLOOR PLAN IS FOR REFERENCE ONLY, NOT TO BE REFEREED TO FOR ANY STRUCTUR MECHANICAL/ELECTRICAL CONTRACTOR TO VERIFY ELECTRICAL REQUIREMENTS FOR ALL MECHANIC ALL OUTLETS ABOVE COUNTER HEIGHT IN KITCHEN AND BATHROOMS TO BE G.F.I. TYPE AS PER LOCM VERIFY WITH OWNER LOCATION/TYPE OF ALL FIXTURES, PANEL BOXES, OUTLET PLACEMENT ETC.. BY FRAMING IS COMPLETED. SMOKE DETECTORS TO BE HARD -WIRED WITH BACK UP BATTERY, LOCATED PER APPLICABLE CODES LANDSCAPING LIGHTS ARE NOT INDICATED ON PLANS. PROVIDE FOR LANDSCAPING LIGHTS TO BE SW COORDINATE ALL WORK WITH BUILDING CONTRACTOR. VTERIOR DESIGNER/OWNER OR AS CODE REQUIRES, UNLESS SPECIFIC kL CHANGES. AL EQUIPMENT, ELECTRICAL APPLIANCES ETC. _ CODES. HOLDING AN ELECTRICAL WALKTHROUGH ON THE BUILDING SITE ONCE TCHED AS SHOWN T Her Cl -O EXHAUST FAN WALL MOUNTED OEXHAUST FAN EXHAUST FAN w/ LIGHT SURFACE MOUNT FIXTURE HANGING LIGHT FIXTURE I ORECESSED "CAN" FIXTURE LN W SWITCH 4W 3 WAY SWITCH O DOOR- BALL SWITCH DUPLEX OUTLET (12" AFF/U.N.O.) 110V. DOUBLE DUPLEX OUTLET (12" AFF/U.N.O.) 110 V. 220 V. OUTLET FLOOR OUTLET (VERIFY LOCATION- WITH OWNER, TYP.) FLR DUPLEX OUTLET WITH ONE PORT SWITCH CONTROLLED OTHER IS CONSTANT POWER P.C. PULL CHAIN DIM DIMMER SWITCH M MOTION DETECTOR GFI GROUND FAULT INTERRUPTER W.P.WEATHER PROOF CAB IN CABINETRY PHONE PORT z,► PHONE PORT WITH 2 PORTS PC COMPUTER PORT (VERIFY SYSTEM REQUIREMENTS OR NETWORKING) TELEVISION PORT (VERIFY SYSTEM REQUIREMENTS) �B HOSE BIB RECESSED LOW VOLTAGE FIXTURE DSCONCE -WALL MOUNT FIXTURE SMOKE DETECTOR S.D. J% EXTERIOR "FLOOD" LIGHT MOTION DET. UNDER COUNTER L�---�—I LOW VOLTAGE TRACK, CABLE OR RAIL LIGHT WITH FIXTURES AS SHOWN FLOURCENT LIGHT (SIZE OF FIXTURE VARIES) O CEILING FAN WITH LIGHT ic CEILING FAN ONLY 13CXM40, Inc. Design &Build 4800 Beach Blvd. #1 Jacksoneville, Florida. 32207 904.434.8852 info@domohomes.com domohomes.com CBC1 256941 Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail No. Description Date Dimitroff Residence 1095 Tulip Street Atlantic Beach, FL. Second Floor EI. Plan Project number 01-2018 Date 01/30/2018 Drawn by Author Checked by Checker E102 Scale WIND PRESSURES ON WINDOWS, DOORS & SOFFITS (psf) AREA OF OPENING EDGE STRIP 5 INTERIOR ZONE 4 Fastening Schedule Pos Neg Pos Neg MITEK/USP ID I FL # Faste TYPICAL INTERIOR ZONE (4) 0 to 20 of 23.6 -31.6 23.6 -25.6 20.1 to 50 sf 22.6 -29.4 22.6 -24.6 50.1 to 100 sf 21.2 -26.6 21.2 -23.2 CU C � 20.0 -22.0 200.1 to 500 sf 19.0 -22.4 19.0 -21.0 Soffit Design Pressure 1 23.6 -31.61 23.6 -25.6 17239.13 (12) 0.'162" x 2'/" or (12) 0.162" x 3%" 5/8" w/ 7" embed CS16 DESIGN SPECIFICATIONS: GENERAL NOTES:lv/ g, All concrete slabs on grade shall be the thickness as indicated on the drawings over minimum 6 mil. polyethylene (visqueen) vapor barrier. Slabs shall be reinforced with Clay Masonry (Brick): 13. Fasten plies of 1 '/:' wide engineered lumber as follows: 2 -ply beams with (3) rows of 0.131 "x3 W nails @ 12"o.c. DSP 10456.1 RSPT6-2 P' :ject has been designed in accordance with the 6th Edition (2017) Florida Building 1. The scope of these plans is limited to the structural requirements of this project. 6x6 W1.4x1.4 WWF lapped 8" at edges and ends in conformance with ASTM -A 185, 1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Brick, and DTB-TZ 3 -ply beams with (3) rows of 0.131"x3 '/<" nails @ 8"o.c. (each side) a' 11/2" SDS LO G 1de, Residential, and the Florida Building Code, Existing Building (as applicable). 10861.3 Architectural, civil (site), electrical, mechanical (plumbing and HVAC), waterproofing,or fibermesh reinforcement shall be used with a minimum fiber length of 2" to Z' (5) 0.131" (7) 0.1 Hollow Brick, respectively. Grade MW shall be used. n/a 4 -ply beams with (2) rows of Simpson 6 3/4' long SDW screws @ 12" o.c. W �� M (5) 0.1 1" x 2%" in each end - (10) total and flashing requirements are not addressed in these plans. complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per 10446.8 n/a: use RT7 17236.11 (5) 0.1 E' a) n/a E U DESIGN CRITERIA: RT3A 17236.11 cubic yard in accordance with manufacturer's recommendations. 2. Brick veneer shall be anchored with approved ties spaced no more than 15' o.c. STRUCTURAL STEEL: -0 n LL. 0 Wind Design Method ASCE 7-10 2. It is the intent of the Engineer of Record (Engineer) that this work be performed in conformance with all requirements of the authorities having jurisdiction over this type 9. 10446.8 vertical and 16" o.c. horizontal. Additional ties shall be provided around all wall openings greater than 16" in either direction, and shall be spaced no more than 35' 1. Structural AISC Specifications for Design Fabrication � � �j m c J - 10441.3 n/a: use UPHD8 17219.6 Slabs on grade shall bear on structural fill which shall be clean sand free of debris and x 3" SDS 7/8" w/ 12" embed HDU5 steel shall conform to and and E 17219.4 � a`> Basic Wind Speed: 130 mph Building Risk Category: 11 5/8" w/ 7" embed (mono) & 12" embed_ (stem) of construction and occupancy. other deleterious material. Structural fill shall be compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Termite protection PHD6 o.c. and placed within 12" of the openings. (20) '/4" Erection of Structural Steel for Buildings (latest editions). a. Welded Connections: AWS D1.1 o HETA16 Z c Q' Wind Exposure: C Enclosed Structure p ( ) 3. The contractor is responsible for the means and methods of construction. It is the shall be provided in accordance with applicable code requirements. If soil treatment 3. Strand wire veneer ties shall not be less in thickness than No. 9 gage wire and shall 10456.6 b. Structural Steel plates: ASTM A36 (Fy=36 ksi) or ASTM A572 (Fy=50 ksi) o (10) 0.'48" U) LIJ Y a' BuildingClassification: Residential BuildingType: Type V Construction Yp Yp HTSM16/20 contractor's sole responsibility to determine the procedure, sequence, and temporary bracing as to insure the safety of the building and its component parts during is used, the treatment shall be done after all excavation, backfilling, and compaction is completed. 6223.2 have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No 22 gage by 7/8" corrugated and fastened with 1 %" galvanized roofing nails. 8" x 3" into wood 2'/4" Titen into CMU 13/4" Titen into concrete c. Structural Steel W -shapes: ASTM A992 (Fy=50 ksi) Structural Steel Angles and Channels: AS A (Fy= ksi) HTT4 U aD Q Wind -Borne Debris: NOT located in the wind-borne debris region (18) 0.'62" construction. 5/8" w/ 7" embed (mono) & 12" embed (stem) HTT5 Adjustable or strand wire veneer ties shall be used at CMU walls. HTT5 e. Structural Steel Rectangular HSS or Tubes: ASTM A500 (Fy=50 ksi) 0 62" x 2'/" N LTP4 10446.13 MP4F 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be (12) 0. 31" x 1'/2" n/a f. Structural Steel Round HSS or Pipe: ASTM A500 (Fy=46 ksi) or ami LSTA18 o = Unless otherwise noted, project site considerations shall be the responsibility of the owner and/or contractor. Examples of such items include, but shall not be limited to, 4. The contractor shall verify all conditions and dimensions at the job site prior to commencing work.supporting compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density D1557) for depth least two feet below the bottom the footing. 4. Unless otherwise noted on the plans, a steel angle L4x4x1/4 shall be used for brick veneer over openings. This angle will not be required for arched 17244.8 ASTM A53 (Fy=35 ksi) -_ n/a MSTA24 determination of grade elevations, drainage features, and special requirements associated with FEMA flood hazard and/or DEP zones.g 5. The contractor shall supply, locate, and build into the work all inserts, anchors, angles, (ASTM a of at (2'-0") of 11. The following minimum concrete cover shall be provided for reinforcement: 8" x 3" in each end - (18) total windows where brick is self-supporting. If the length of the opening exceeds 6-0" then the steel angle shall be attached to the wood framing with x 3" la screws 12' g 9 � 9 @ 2. All structural steel connections and fabrications shall comply with AISC specifications. Q 17325.1 W ch 8" x 3" into wood 2%4' Titen into CMU 13/4" Titen into concrete n/a plates, openings, sleeves, hangers, slab depressions, or other components as may be 3" Concrete cast against and permanently exposed to earth g p Y p MSTA30 o.c. or Simpson Ya" x 3" SDS screws @ 12"o.c. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. p g P g pp p X CD MSTA36 cn d DESIGN DEAD LOADS: 17244.18 required to attach and accommodate other work. 2" Concrete exposed to earth or weather 1 ''/2" Concrete not exposed to earth or weather WOOD FRAMING: F 4. Holes required for bolted connections may be drilled or punched. Flame -cut holes 0) p O co � Floors: 6. All details and sections shown on the structural drawings are intended to be typical MTW12/20 17244.8 (7) 0.1 8" x 3" in each end - (14) total shall not be used. MTSM16/20 11473.12 W _:t z � The design floor dead load of 12 psf assumes a floor system utilizing wood decking or truss, I sawn lumber framing. The floor (7) 0.1 (4) 1/4' (4) %" and shall be construed to apply to any similar situation elsewhere in the work except where indicated otherwise. 12. All continuous reinforcing steel in concrete shall be lap -spliced with the following 1. All wood framing has been designed in accordance with "National Design Specification g g g p (NDS) for Wood Construction," 2015 edition. TA51 "snug � o x 2'h" or (14) 0.162" x 3%" � co wood subflooring over wood wood -joist, or solid 10456.12 SPTH4/6 minimum lengths: (12) 0. 48" x 1%" 5. Bolts shall be installed to the -tight" condition - u.o.n. L RSPT6 � covering is assumed to be carpet, vinyl, wood or ceramic tile. The Engineer shall be 7. Refer to the structural drawings for all structural details and sections. The contractor #4 bars: 21" minimum 2. Southern Yellow Pine member design incorporates design values for all sizes and 17230.3 (30) 0. �= 14" embed (3 O notified if the floor coverings differ from the noted assumptions #5 bars: 26" minimum 6. All structural steel shall be shop -painted with SSPC Paint 15 (red oxide) primer. Prior o Q shall contact the Engineer for clarification in cases of conflict between the structural #6 bars: 32" minimum grades of visually graded Southern Yellow Pine dimension lumber per "Supplement to painting, steelwork shall be cleaned per SSPC SP -6 "Commercial Blast Cleaning". L c0 Roofs: drawings and any drawings prepared by others prior to commencing work. No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber," published by o°Oo Metal or Shingle: 10 psf (Rafters) 7 psf (Wood Truss) 13. Reinforcement in footings shall be bent around corners or corner bars shall be used. the Southern Pine Inspection Bureau (SPIB). 7. SSPC Paint 36 (polyurethane) shall be applied as the final coat to all structural steel �' o Concrete or Clay Tile: 15 sf y p 8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. surfaces exposed and visible to the exterior of the structure. ca n M O Refer to Architectural Plans for Roof CoveringSystem y The design of the project structure assumes an allowable soil bearing capacity of 14. The contractor shall provide spacers, chairs, bolsters, etc., necessary to support 3. All wood members exposed to weather or in contact with masonry, concrete or soil -o 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the reinforcing steel. Support items which bear on exposed concrete surfaces shall have shall be treated with an appropriate preservative suitable for the exposure conditions. 8. Field touch-up after installation where required to restore final finish. t DESIGN LIVE LOADS: noted assumptions. All requirements for site preparation and soil compaction ends which are plastic tipped or stainless steel. > r- specified in the soils report shall be followed unless more stringent requirements are 4. If ACQ treatment is used on any wood member, then all nailing shall require HARDWARE AND ANCHORS: CQ Floors: specified in these plans. p p MASONRY: hot -dipped galvanized nails meeting ASTM A153, Class C, or ASTM 8695, Class 50. pp 9 9 Exterior Balconies: 40 psf If borate treatment is used then galvanizing is not required. 1. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie, v Exterior De 40 sf Exter Decks: p CONCRETE: General: United Steel Products (USP), or Engineer approved equal. a, Stairs: 40 psf (or 300 Ib point load) 5. Prefabricated wood trusses shall comply with NDS and "National Design Standard for 2 Garages: 50 psf (or 2000 Ib point load) 1. All concrete work shall be in accordance with "Building Code Requirements for 1. All masonry work shall be in accordance with "Building Code Requirements for Metal Plate Connected Wood Truss Construction (TPI 1-2014)." 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM o All Other Areas: 40 psf Structural Concrete," ACI 318-14, and "Specification for Structural Concrete," ACI 301. Masonry Structures," ACI 530-13, and Specifications for Masonry Structures," ACI F1554, Grade 36. FLORIDA C.A. NUMBER: 25846 530.1-13 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. Attics: 2. All concrete shall have the following minimum compressive strength at 28 days: g p g Y 3. All metal connectors and hardware which are exposed to the exterior or in contact m Without Storage: 10 psf Slabs on grade, footings, and misc. concrete: f'c=2500psi 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of 7. The Truss Manufacturer shall submit shop drawings and design notes with a with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per N With Limited Storage: 20 psf Structural slabs, walls, beams and columns: fc=3000 sl p 2000 psi per ASTM C1019. Grout shall be mixed to provide a slump between 8" to 11". registered Engineer's seal for approval. Design notes shall include the rated load 9 9 9 ASTM A153, Class C, or ASTM 8695, Class 50. c`a With Storage: 30 psf {fixed stair access) Designated radon zones only -all concrete: fc=3000psi nn capacity of the truss to truss connectors, and the manufacturer's license to fabricate 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used trusses utilizing the connector system proposed. The contractor shall approve 4. Anchor adhesives shall be either SET -3G by Simpson Strong -Tie or HIT-HY 200 by "�• ,mW a�a; ''��>, Roofs: 3. Cement shall conform to "Specification for Portland Cement" (ASTM C150) in brick veneer. fabrication and installation drawings showing size, shape and layout. Hilti with Florida Product Approval and installed according to the manufacturer's •. �`� V Less than 4:12 slope: 20 psfinstructions. 4. Aggregate shall conform to "Specification for Concrete Aggregates" (ASTM C33) 8. Jobsite handling and erection, including temporary bracing, during installation of Holes shall be cleaned of all debris and brushed out prior to installation a) y•® °• o '= 'r 4:12 slope or greater: 16 psf 4. The contractor shall be responsible for the design and installation of all flashing. of anchor adhesive. � trusses shall comply with TPI / WTCA BCSI 1. ca No, 5 DEFLECTION CRITERIA: 5. Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, organic Concrete Masonry (CMU): ROOF COVERING: material or other substances that are deleterious to concrete or steel reinforcement. 9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened E Walls: 1. Concrete masonry units (CMU) shall be ASTM C90-14, Hollow Load -Bearing Concrete to their supporting walls or beams with metal connectors as noted in the Truss 1. The contractor shall be responsible for the design and installation of the roof covering o AT IF Wind loads with plaster or stucco finish: L/360 p 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the drawings. All "Details Detailing Masonry Units, normal weight, with a minimum compressive strength of 1900 psi Connection Schedule.:: system. 0 � Wind loads with other brittle finishes: 0240 structural reinforcing details shall conform to and of (fm=1500 psi). yt: �'•j Q I� :*' �Z .. Wind loads with flexible finishes: U120 or L/180' Concrete Reinforcement," ACI 315, unless detailed otherwise on the structural 10. All gable ends shall be balloon framed or braced in accordance with the applicable 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the �,"�•. "`�� ` '`' ' L/180 for exterior walls with interior sum board finish. gyp drawings. 2. All continuous reinforcing steel in masonry shall be lap -spliced with the following detail as shown in the structural drawings. g manufacturer's requirements. 01-09-18 Floors: minimum lengths: E FLOYD S. SIMPSON, PE Live Load: U480' 7. Tolerances for foundation and slab alignment as well as placement of reinforcement #4 bars: 20" minimum 11. Guardrails, handrails, and guard in -fill components (Balusters and Panel Fillers) shall 3. Clay and tile roofs shall be installed per the "Concrete and Clay Roof Tile Installation FL PE No. 50791 Total Load: L/240 " shall be in accordance with "Standard Tolerances for Concrete Construction and #5 bars: 25" minimum be provided by others. Manual," and the manufacturer's requirements. q OMMENTS: Increased floor stiffness may be required b floor covering manufacturer Y q Y 9 Materials," ACI 117 Footing or slab edges may be up to 1/2" inside of the sill plate. #6 bars: 30" minimum C 12. Engineered lumber (LVL, Parallam or LSL) shall meet the following minimum material 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according am i Roofs: 3. Grout all cells containing vertical reinforcement in', 0" maximum lifts. specifications: to the manufacturer's requirements. a� Live Load: L/240 LVL or Parallam LSL L Total Load: L/180 4. Provide cleanouts per ACI 530.1-13 in the bottom c ( purse of masonry when the wall E=2,000,000 psi E=1,550,000 psi 5. The contractor shall be responsible for the design and installation of all metal flashing o height exceeds 5'-0". Fb=2,600 psi Fb=2,325 psi and valley material. -a Fc =750 psi Fc =900 psi a) 5. Beam reinforcement shall be continuous across control joints. Fv=285 psi Fv=310 psi 0- 0 U N O O C N C6 C 3 C6 'II C C4 U) C N .a rn CU N All window, door and soffit assemblies shall be designed to withstand the designco pressures indicated below and shall be installed in accordance with the - a� .0 H - manufacturer's requirements. C6 --- 00 WIND PRESSURES ON WINDOWS, DOORS & SOFFITS (psf) AREA OF OPENING EDGE STRIP 5 INTERIOR ZONE 4 Fastening Schedule Pos Neg Pos Neg MITEK/USP ID I FL # Faste TYPICAL INTERIOR ZONE (4) 0 to 20 of 23.6 -31.6 23.6 -25.6 20.1 to 50 sf 22.6 -29.4 22.6 -24.6 50.1 to 100 sf 21.2 -26.6 21.2 -23.2 100.1 to 200 sf 20.0 -24.6 20.0 -22.0 200.1 to 500 sf 19.0 -22.4 19.0 -21.0 Soffit Design Pressure 1 23.6 -31.61 23.6 -25.6 Base Design Pressure 20.00 GCpi = t0.18 EDGE STRIP (5) Fastening Schedule a = 4.0' MITEK/USP ID I FL # Faste TYPICAL INTERIOR ZONE (4) Anchorage (U.O.N.) A35 FzZTYPICAL MPA1 17244.23 (12) 0. 131" x 11/z" n/a L� 77J 10860.4 PAU44 - TZ CU CU a� m CU 0 0 CD c U) L 2) .T 0_ 0 U a> L Metal Connector Fastening Schedule Simpson ID 1FL # MITEK/USP ID I FL # Faste iers Anchorage (U.O.N.) A35 10446.1 MPA1 17244.23 (12) 0. 131" x 11/z" n/a ABU44 - Z 10860.4 PAU44 - TZ 17239.13 (12) 0. 62" x 2'/" or (12) 0.162" x 3'/2" 5/8" w/ 7" embed ABU66 - Z 10860.4 PAU66 - TZ 17239.13 (12) 0.'162" x 2'/" or (12) 0.162" x 3%" 5/8" w/ 7" embed CS16 10852.2 RS150 17244.27 (11) 0.'48" x 3" in each end - (22) total n/a DSP 10456.1 RSPT6-2 17244.29 (8) 0.1 (6) 0.1 8" x 1'/" into studs 8" x 1%" into double plate n/a DTT2Z 10441.1 DTB-TZ 17219.1 (8) '/4' 11/2" SDS ''/2" w/ 4'/2" embed (mono) & 7" embed (stem) GBG 10861.3 HC520 N/A (5) 0.131" (7) 0.1 x 11/2" into gable brace 1" x 2'/2" into double plate n/a H2.5A 10456.3 n/a: use RT7 17236.11 (5) 0.1 1" x 2%" in each end - (10) total n/a H2.5T 10446.8 n/a: use RT7 17236.11 (5) 0.1 l" x 1'/" in each end - (10) total n/a H3 10456.3 RT3A 17236.11 (4) 0. 13 V x 2'/" in each end - (8) total n/a H6 10456.3 LFTA6 17244.17 (8) 0.1 l" x 2'/" in each end - (16) total n/a H8 10446.8 RT8A 17236.11 (5) 0.148" x 1'/2" in each end - (10) total n/a HDQ8 10441.3 n/a: use UPHD8 17219.6 (20) W: x 3" SDS 7/8" w/ 12" embed HDU5 10441.4 PHD5 17219.4 (14)'/4" x 2%" SDS 5/8" w/ 7" embed (mono) & 12" embed_ (stem) HDU8 10441.4 PHD6 17219.4 (20) '/4" x 3" SDS 7/8" w/ 12" embed HETA16 14473.3 HTA16 17680.4 (10) 0. 48" x 1'/2" 4" embed HTS20/24/30 10456.6 HTW20/24/30 17244.8 (10) 0.'48" x 3" in each end - (20) total n/a HTSM16/20 11473.12 HTWM16/20 6223.2 (8) 0.1 (4) 1/4" (4) '/4" 8" x 3" into wood 2'/4" Titen into CMU 13/4" Titen into concrete n/a HTT4 11496.6 HTT4 17324.2 (18) 0.'62" x 2'/2" 5/8" w/ 7" embed (mono) & 12" embed (stem) HTT5 11496.6 HTT5 17324.2 (26) 0. 62" x 2'/" 5/8" w/ 7" embed (mono) & 12" embed (stem) LTP4 10446.13 MP4F 17244.24 (12) 0. 31" x 1'/2" n/a LSTA18 10852.6 LSTA18 17244.18 (7) 0.118"x 3" in each end- (14) total n/a LTS12 10456.7 LTW12 17244.8 (6) 0.1 8" x 3" in each end - (12) total n/a MSTA24 10852.9 MSTA24 17244.18 (9) 0.1 8" x 3" in each end - (18) total n/a MSTAM24 11473.11 MSTAM24 17325.1 (9) 0.1 (5)'/4" (5)'/4" 8" x 3" into wood 2%4' Titen into CMU 13/4" Titen into concrete n/a MSTA30 10852.9 MSTA30 17244.18 (11) 0. 48" x 3" in each end - (22) total n/a MSTA36 10852.9 MSTA36 17244.18 (13) 0.'48" x 3" in each end - (26) total n/a MSTAM36 11473.11 MSTAM36 17325.1 (13) 0. (8) 1/4' (8) 1/4" 48" x 3" into wood 2%4" Titen into CMU 1%" Titen into concrete n/a MTS12/20 10456.8 MTW12/20 17244.8 (7) 0.1 8" x 3" in each end - (14) total n/a MTSM16/20 11473.12 HTWM16/20 6223.2 (7) 0.1 (4) 1/4' (4) %" �8" x 3" into wood 21/4' Titen into CMU 13/4 Titen into concrete n/a PA51 13326.4 TA51 N/A (14) 0.'62" x 2'h" or (14) 0.162" x 3%" 4" embed SPH4/6 10456.12 SPTH4/6 17244.32 (12) 0. 48" x 1%" n/a SSP 10446.1 RSPT6 17244.29 (4) 0.1 (3) 0,118" 8" x 1'/" into studs x 1%" into double plate n/a STHD14 13326.7 STAD14 17230.3 (30) 0. 48" x 3'/4" 14" embed Notes: 1.) Al connectors manufactured by Simpson Strong -Tie or MITEK/U 2.) Mono = monolithic concrete; stem = masonrystemwall or bond beam 3.) Anchorage refers to threaded anchors with noted diameters and P (U.O.N.) embedmentdepths CU CU a� m CU 0 0 CD c U) L 2) .T 0_ 0 U a> L o Q � J Cal W Q U 0 U W @ . ^ v 0 0 C0 E LLJ W 0 U 0 rn -�, U LL Z LL Q) 0 O Ce m iv OLLJ C c_ � U c - F- 6' W_ O ID J tY � U d JOB NUMBER: 17-0224 COUNTY:DUVAL W NTS DO NOT SCALE THIS DRAWING =RELEASE DATE: 01-09-18 U c c DRAWN BY' � CMF CHECKED BY FSS LTITLE: GENERAL NOTES 00 r O N 0 0 O V 0 v v 2,-0„ 21'-9" rl l 18'-72" 86'-11" 24"x 24"x 12" PAD FOOTING WITH (2) #5 EACH WAY (TYPICAL) SEE DETAIL "E" ON SD -1 20'-5" 12'_32" 11'-4" I I 4" CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF OR FIBERMESH OVER 6 MIL VAPOR BARRIER COVERING CLEAN AND COMPACTED FILL i I N ........... ........... ----------------....... ................. ...... ^:.:t .::.::.:.::..'_:':: ---L.... ... ...... _* ... * ...... JI7 14'-0" �!q 15'-4" 4 -v L �---1 /—H L_' J F- ir— L— Fil ---- — — — —— o --- ----------- -- -- --------- 1 J 8'-8" 86'-11" FOUNDATION PLAN x U' 41 FF..... — — — — — — — — — — — - F — — — — — — — — — — — .. ........... ---------------- --————— — — — —:: 30"x 30"x 12" PAD FOOTING WITH (3) #5 EACH WAY ... 29'-52" SEE DETAIL "P" ON SD -1 C DEDSTRAPAT GARAGED DOOR OPENING III i i i L___J 42'k 42"x 12" PAD FOOTING STEMWALL Ell 0 N O EN WITH (4) #5 EACH WAY I I OTE: SEE DETAIL "P" ON SD -1 CONTINU US FOOTI ACROSS GARAGE DOOR OPENING — -------------- --------------- --- ----------- -- -- --------- 1 — — — — — — — — — — — — — — — — — — — — — — — — — — LO LO W .. N n E LL O = CONTRACTOR SHALL VERIFY ALL DIMENSIONS Lu CT -J J_ (D O � r w > N Z -rc O - o W cn w Y � Q U 0 V-72' 16'-0" V-8" 29'-11" SPECIAL EMBEDDED STRAPS - REQUIRED AT "NARROW WALLS". SEE DETAIL "A" ON SHEET SD -8. V-72" FLORIDA C.A. NUMBER: 25846 0 a> � yLSSI{{lAGS1!!l1lf'±hroy�drt > O �7 +p 08 24-17 c FLOYD S. SIMPSON, PE cu E FL PE No. 50791 � COMMENTS cz c J CD c CONCRETE SLAB LOCATIONS AT 12'0.C. MAXIMUM � a E � 1 Q N :LLxxrrw 31i$}iEYr.{1t = DENOTES TWO STORY LO LO W .. N n E LL O = CONTRACTOR SHALL VERIFY ALL DIMENSIONS Lu CT -J J_ (D O � r w > N Z -rc O - o E cn w Y � Q U 0 Q rTl W N O = CN Z Lij N Cn � N uu ^ S CO ry CV W �t c � o Z_ 0) Cn LL vi E Q W CD 0_ coi ~� 0 cc O rn ca 0- -2 -o UZ u— FLORIDA C.A. NUMBER: 25846 0 a> � yLSSI{{lAGS1!!l1lf'±hroy�drt > O �7 +p 08 24-17 c FLOYD S. SIMPSON, PE cu E FL PE No. 50791 � COMMENTS cz c J CD c CONCRETE SLAB LOCATIONS AT 12'0.C. MAXIMUM SPACING (SEE DETAIL 7" ON SD -1) a E Q N :LLxxrrw 31i$}iEYr.{1t = DENOTES TWO STORY -c � c O .. 2 c ca CONTRACTOR SHALL VERIFY ALL DIMENSIONS = � r w m o O U 0 Z Z W o vi E Q W coi U LL UZ u— N A/ � � O C c (a`) D U d z L>J O J 0� U a_ a> JOB NUMBER COUNTY: a' 17-0224 DUVAL Lu 6UALL 6' 1/4" = 1'-0" (U.O.N.) a> DO NOT SCALE THIS DRAWING RELEASE DATE: 08-24-17 G CONTROL JOINTS RECOMMENDED IN EXPOSED c CONCRETE SLAB LOCATIONS AT 12'0.C. MAXIMUM SPACING (SEE DETAIL 7" ON SD -1) a E N :LLxxrrw 31i$}iEYr.{1t = DENOTES TWO STORY -c � :ALYNLY.Y.' FOOTING CONDITION .. 2 CONTRACTOR SHALL VERIFY ALL DIMENSIONS = USING FINAL APPROVED FLOOR PLAN PRIOR r TO CONSTRUCTION. o O DRAWN BY: JCG DJM CHECKED BY MJB-FSS TITLE FOUNDATION PLAN S-2 2�1 �E I I I I I I I I (2) JACKS cin MIN. (2)1 4' 9 4" LVL 2J 2K CONT. (2) SPANS (2) 2x6 HEADER 2J 2K (2) 2x10 HEADER 2 J 2K I I � � NON-BEARING WALL (2) 1 a"x 9 4' LVL M73 NOTE: EACH EXTERIOR POST SHALL BE TREATED 6x6 POST ON ABU66-Z POST BASE. STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP OR (1) MSTA24-Z. TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "R" ON SHEET SD -3 (2) 14"x 11 4" LVL BEAM (2) 1 4"x 111" LVL I I� I� _ BM -1 — �==== I I III III III MGU 3.63 HANGER I� MIII III Imo' IIII III I mill III II _ _ BM -2 _ II III O .......... III BM -4 P �.��� BM -6 SOLID BUILT-UP CORNER (MIN.) III 2x6 WALL ALIGNED ACROSS HALLWAY OPENING REQUIRED III .......Lu It III :up::::::: II III II NOTE: EACH EXTERIOR POST SHALL BE TREATED 6x6 POST ON ABU66-Z POST BASE. STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP OR (1) MSTA24-Z. TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "R" ON SHEET SD -3 SOLID BUILT-UP CORNER (MIN.) (3) 2x6 BUILT-UP POST (MIN.) HGU 3.63 HANGER BM -8 �(2) JACKS CONT. (2) SPANS (2) 2x6 HEADER (2) JACKS MIN. (3) 2x6 BUILT-UP POST (MIN.) 5 4'x 5 4" PARALLAM POST WITH ECCQ COLUMN CAP I IIII I IIII IIII .............. BM=10A. _....-... _ �L. .------------- _________________ I II MGU 3.63 HANGER IIII (2) 2x6 BUILT-UP IIII POST (MIN.) I IIII I IIII I IIII I IIII I IIII I� IIII ====-- = Icf) — ...—_--___= BM -7 _______ CONT. (3) SPANS 2) 2x6 HEADER 2J 2K (2) JACKS MIN. I _ _ I __ --=(2) 2x10 BEAM CONT. (3) SPANS S -3 2 2x6 HEADER HUC410 HANGER SW 3 (2) 2x6 BUILT-UP 2J I 2K BALLOON FRAME WITH TRIPLE LAPPED POST (MIN.) 2x6 STUDS @ 12"O.C. (MINIMUM 16' LENGTH OF EACH SECTION.) I _IIII I IIII I milli I IIII I IIII I IIII IIII 5 4'x 5 4" PARALLAM IIII POST WITH ECCQ IIII COLUMN CAP --A T_—_—_—_—_—BM-9— IIII IIII (3) 2x6 BUILT-UP 7/ POST (MIN.) MGU 3.63 HANGER III I IIII r -------------====== IIII (3) 2x12 HEADER L (3) KING STUDS &--,/7 (2) JACK STUDS (2) KING STUDS & (2) JACK STUDS CONSTRUCT USING APA NARROW WALL METHOD WITH HEADER CONTINUOUS ACROSS RETURN WALLS (SEE DETAIL "A" ON SD -4) WALL LAYOUT - FIRST FLOOR 1 WALL FRAMING NOTES: 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 10'-1 Y" - U.O.N. 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 10'-1'/a" - U.O.N. 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS "BRITTLE" (STUCCO) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS. NOTE: INSTALL SOLID BLOCKING BETWEEN FLOORS AT ALL SECOND FLOOR BUILT-UP POSTS. 1. INSTALL U MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW. 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL "F" ON SD -1 3. 16' GARAGE DOOR SHALL BE RATED FOR A MINIMUM DESIGN PRESSURE OF 22.0 psf ± 4. 8' GARAGE DOOR SHALL BE RATED FOR A MINIMUM DESIGN PRESSURE OF 23.6 psf± SW-6— W-6_ SW-3- SW-3o U C � � NON-BEARING WALL v c Lu BEARING WALL Loo N 21EE f� J O LL U = l J w J O E o W c z O a' � o EE cn w Y m 6"O.C. ON EDGES AND 12"O.C. o o ON INTERMEDIATE SUPPORTS. iTl o = 0 I \ wLu L 3 3 C C/)=D U) Z coo C/D �� o X 2 N Lu 3"O.C. ON EDGES AND 12"0. C F7_� co LL ON INTERMEDIATE SUPPORTS. U CD�— CD QN — ~ Z AT INDICATED SHEARWALL Q, L `m co Co 0 CD O cu Q � FLORIDA C.A. NUMBER: 25846 0 T a) � ,+'`,11111511y1Sti5N7ldPtl! �o g ,,yw^s ! F 1f atLa+y9)P'r'���FJ��r !! N s a) O !v -- 3 A -yr : e 08-24-1T a� c FLOYD S. SIMPSON, PE E FL PE No. 50791 c a� c cis c- 0 (D 0 0 c v cz c c� c c� a� C6 » C -o a) U) a� L .T O U a� SHEARWALL LEGEND: CD SBS = NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" U.O.N. OOD FRAMED HEADER LEG[ SIZE OF HEADER 2 �JE=PL)91)) QUANTITY QUANTITY OF JACKS OF KING STUDS NOTE: ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM (2) 2X6 No.2 OR BETTER SYP. INSTALL MINIMUM (1) JACK AND (1) KING STUD AT EACH HEADER (U.O.N.) 2) aD r 0 N O LLJU Lu 0 to ujw UL LL _ O O � O � U 0 w O 17-0224 COUNTY: DUVAL 1/4" = T-0" (U.O.N.) DO NOT SCALE THIS DRAWING E: 08-24-17 DRAWN BY: JCG-DJM CHECKED BY MJB-FSS TITLE: WALL LAYOUT FIRST FLOOR SHEET c? NON-BEARING WALL c- m BEARING WALL o Z CD SHEARWALLS FASTENED WITH o W 8d COM (0.131 "x 2.y2") NAILS @ EE 6"O.C. ON EDGES AND 12"O.C. o ON INTERMEDIATE SUPPORTS. .2— 0 U) Z SHEARWALLS FASTENED WITH 8d COM (0.131 "x 2)/2") NAILS 2 3"O.C. ON EDGES AND 12"0. C ON INTERMEDIATE SUPPORTS. SHEATH BOTH SIDES OF WALL — ~ Z AT INDICATED SHEARWALL Q, J `m Li NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" U.O.N. OOD FRAMED HEADER LEG[ SIZE OF HEADER 2 �JE=PL)91)) QUANTITY QUANTITY OF JACKS OF KING STUDS NOTE: ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM (2) 2X6 No.2 OR BETTER SYP. INSTALL MINIMUM (1) JACK AND (1) KING STUD AT EACH HEADER (U.O.N.) 2) aD r 0 N O LLJU Lu 0 to ujw UL LL _ O O � O � U 0 w O 17-0224 COUNTY: DUVAL 1/4" = T-0" (U.O.N.) DO NOT SCALE THIS DRAWING E: 08-24-17 DRAWN BY: JCG-DJM CHECKED BY MJB-FSS TITLE: WALL LAYOUT FIRST FLOOR SHEET CONT. (2) S (2) 2x6 HE/ NOTE: BALLOON FRAME WALLS AT LOCATIONS WHERE PARAPE WALLS ARE PARALLEL TO TRUSSES. REFER TO DETAILS "B" AND "E" ON SHEET S-9. THIS OPEN PORCH CEILING REQUIRES A MINIMUM %" SHEATHING. FASTEN WITH 6d COM OR BOX NAILS AT 6"O.C. ON EDGES AND 12"O.C. IN THE FIELD. CONT. (2) SPANS CONT. (3) SPANS %ZJ 2K (2) 2x6 HEADER 2J 2K (2) JACKS MIN. (2) JACKS MIN. TOENAIL TRUSS BOTTOM CHORD TO WALL WITH 0.131 x 3" NAILS @ 4" O.C. - ALTERNATE SIDES. (3) 2x12 HEADER 2J 2K NOTE: GUARDRAILS BY BUILDER/ CONTRACTOR BALLOON FRAME WITH TRIPLE LAPPED 2x6 STUDS @ 12"O.C. (MINIMUM 16' LENGTH OF EACH SECTION.) NOTE: THIS OPEN PORCH CEILING REQUIRES A MINIMUM %" SHEATHING. FASTEN WITH 6 COM OR BOX NAILS AT 6"O.C. ON EDGES AND 12"O.C. IN THE FIELD. WALL LAYOUT - SECOND FLOOR WALL FRAMING NOTES: 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 9'-1 %" - U.O.N. 2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 9'-1 %" - U.O.N. 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS "BRITTLE" (STUCCO) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS. NOTE: INSTALL SOLID BLOCKING BETWEEN FLOORS AT ALL SECOND FLOOR BUILT-UP POSTS. Ag -2 a L IN V LO CN I� N N () E J O ^ LL U Lu J_ (D c O Li Y O� U � Q � WCD = N W Lu Lu =D CO H o� v zCD c~i) LL W (3 CD � N Q H CO C/) d J C> O rn n 00 FLORIDA C.A. NUMBER: 25846 co ,>_-,r 0 c cu C 08-24-17 FLOYD S. SIMPSON, PE FL PE No. 50791 a SHEARWALL LEGEND: J D = SW-6— W-6 SW-3— SW-3 CD SBS = NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" U.O.N. SIZ OF HEADER 2 2x__ HEADER J K QUANTITY QUANTITY OF JACKS OF KING STUDS NOTE: ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM (2) 2X6 No.2 OR BETTER SYP. INSTALL MINIMUM (1) JACK AND (1) KING STUD AT EACH HEADER (U.O.N.) F0 tel. E O u m W U Z Z � 0 N W W W 0 w U 0 U. Z � o U o w 3 O 17-0224 COUNTY: DUVAL 1/4" = 1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING E: 08-24-17 IDRAWN BY: JCG-DJM I CHECKED BY: _ . ,_ __ _ WALL LAYOUT SECOND FLOOR S-4 U NON-BEARING WALL BEARING WALL o SHEARWALLS FASTENED WITH E 8d COM (0.131"x M") NAILS E 6"O.C. ON EDGES AND 12"0.C. 8 ON INTERMEDIATE SUPPORTS. -2— 0 SHEARWALLS FASTENED WITH a`i 8d COM (0.131 N 2 2") NAILS @ 0 °' 3"O.C. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. a� L SHEATH BOTH SIDES OF WALL C z AT INDICATED SHEARWALL w n) U NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" U.O.N. SIZ OF HEADER 2 2x__ HEADER J K QUANTITY QUANTITY OF JACKS OF KING STUDS NOTE: ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM (2) 2X6 No.2 OR BETTER SYP. INSTALL MINIMUM (1) JACK AND (1) KING STUD AT EACH HEADER (U.O.N.) F0 tel. E O u m W U Z Z � 0 N W W W 0 w U 0 U. Z � o U o w 3 O 17-0224 COUNTY: DUVAL 1/4" = 1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING E: 08-24-17 IDRAWN BY: JCG-DJM I CHECKED BY: _ . ,_ __ _ WALL LAYOUT SECOND FLOOR S-4 N N 0 o LLi 2x6 JOISTS @ 24"O.C. MAXIMUM (SEE DETAIL "G" ON S-9) 07(6) o I (Do z 0 J� �° I �o 2'-0" MINIMUM 8'-0" LENGTH CONTINUOUS RIM BOARD FO 11 ! Em 01—mim-11 INSTALL SLEEPERS OVER 2x12 JOISTS IN THIS AREA AS REQUIRED TO MATCH INTERIOR FLOOR ELEVATION. 2x12 TREATED @ 16"0. 9001WENN MMW LUS210 HANGER (TYPICAL) MINIMUM 8'-0" LENGTH CONTINUOUS RIM BOARD JOISTS @ 16"O.C. MAXIMUM RIM BOARD (TYPICAL) LUS210 HANGER (TYPICAL) TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERMEDIATE RIGHT BM -1 (2) 1 %4"x 16" LVL BM -2 (2) 1 %4"x 16" LVL BM -3 (1) 1 %4"x 16" LVL BM -4 (2) 1 %4"x 16" LVL ALL OTHER TRUSSES H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 NOTE: 1) ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS SHALL BE DISREGARDED. 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE CONTRACTOR. 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD. 4) REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS. MINIMUM 8'-0" LENGTH CONTINUOUS RIM BOARD 2'-0" x12 SYP 24"0. BM -12 = = F 14(4) 15(: F 14 ) III) IIII IIII N1104_ I.) BM-10B_.�.� III IIII �II I I IIII I Ior- III ti III a- u— u— IIII N IIII ----LUS210 HANGER IIII (TYPICAL) =EAT"O.C. II IIII LL'I - <1 I I LUS210 HANGER I I LUS210-2 HANGER RIM BOARD(TYPICAL) BM -9 — — DOUBLE JOIST (TYPICAL) ___________________---_ III IIII 2x12 SY @ 24T) Jill ROOF TRUSS & FLOOR LAYOUT LUS210 HANGER RIP DOWN BEAM AS (TYPICAL) REQUIRED TO MATCH BALCONY JOIST DEPTH m 0 ma cD o z m LUJ o� ?0 g z zz O U 2x6 JOISTS @ 24"O.C. MAXIMUM (SEE DETAIL "G" ON S-9) BEAM SCHEDULE BEAM I.D. BEAM SPECIFICATIONS o BM -1 (2) 1 %4"x 16" LVL BM -2 (2) 1 %4"x 16" LVL BM -3 (1) 1 %4"x 16" LVL BM -4 (2) 1 %4"x 16" LVL BM -5 (2) 1 %4"x 16" LVL BM -6 (2) 1 %4"x 16" LVL BM -7 (2) 1 %4"x 16" LVL BM -8 (2) 1 %4"x 16" LVL BM -9 (2) 1 %4"x 16" LVL BM -10A (2) 1 a'x 16" LVL BM -10B (2) 1 %4"x 16" LVL BM -11 (3)1 %4"x 16" LVL BM -12 (2) 1 %4"x 16" LVL BM -13 (2) 1 %4"x 16" LVL BM -14 (2)1 %4"x 11 a' LVL v c � ai r l � v c � 00 u N LL ^ N m M E N J O LL U L1J = J ' J_ N E > 0 0 O� w -55 o Y 0) a`> E Qu) Q N CS = N _ L ~3 n _v x CD � N W z CD o cn LL z � N Q co op C/) o c O a3 Q w 9 a I FLORIDA C.A. NUMBER: 25846 0 C. y R :* CJS ; w hyr; 08-24-17 FLOYD S. SIMPSON, PE FL PE No. 50791 U) cu L N N DRAWN BY a) JCG DJM CHECKED BY: MJB-FSS W TITLE: 2' ROOF TRUSS AND FLOOR LAYOUT = SHEET: S�5ti r O N o 0 � J n3 2 m W 2' U >` Z 0 o U Z Lu fn V E L1J W a� Z LL O � a> O � a � C C C a� L (1-3 o 0 z w C5) w O � U � a� JOB NUMBER: COUNTY 0 17-0224 DUVAL LU bUALL 0' 1/4" = 1'-0" (U.O.N.) (D DO NOT SCALE THIS DRAWING = RELEASE DATE: 08-24-17 vREVISIONS c N DRAWN BY a) JCG DJM CHECKED BY: MJB-FSS W TITLE: 2' ROOF TRUSS AND FLOOR LAYOUT = SHEET: S�5ti r O N v- N o D co 13011(5) 11 11 11 1302(3) 11 Ilm 2 E S-9 TDO -9 ral NOTE: BALLOON FRAME WALLS AT LOCATIONS WHERE PARAPET WALLS ARE PARALLEL TRUSSES. REFER TO DETAILS "B" AND "E" ON SHEET S-9. ®1813-0 d- 0 w ROOF TRUSS LAYOUT C Ulrn U) TRUSS CONNECTOR SCHEDULE TRUSS ID ------------- INTERMEDIATE RIGHT s 0 � l v Q w ALL OTHER TRUSSES H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 H2.5T OR 1 SDWC 15600 21 N ral NOTE: BALLOON FRAME WALLS AT LOCATIONS WHERE PARAPET WALLS ARE PARALLEL TRUSSES. REFER TO DETAILS "B" AND "E" ON SHEET S-9. ®1813-0 d- 0 w ROOF TRUSS LAYOUT C Ulrn U) TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERMEDIATE RIGHT s 0 � l v Q w ALL OTHER TRUSSES H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 H2.5T OR 1 SDWC 15600 NOTE: 1) ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS SHALL BE DISREGARDED. 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE CONTRACTOR. 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD. 4) REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS, w m BEAM SCHEDULE BEAM I.D. BEAM SPECIFICATIONS BM -14 (2)l %"x 111" LVL U C � m C s 0 � l v Q w Li J LO N 21 N n `n E J O LL U = iT J ' J_ N E z O �/"_1 cn w �R) U a) Q E 2) Q rTl W N 7 o ? fV °' rTl w Lu aC/) 0 o U ~ 0L Lu ~� 7 V co0 � N w o z rn c/)LL N E [� O c) W L_ ~00 cx� 3 c o O rn Q 00a Z FLORIDA C.A. NUMBER: 25846 -n 0 N ,5iSS11�9�1t7nq t}4�n ;m.6� CB *Q? �^.� ' •ys? Y r+'i 1 V40 0 S 12 O 08-24-17 c FLOYD S. SIMPSON, PE E FL PE No. 50791 COMMENTS: C O c CO L U O O .Q 8 O 0 U) r - U) a� s 0 Q a J cB cl) W 2) U Z 0 o U Z Lu V N E Lu W U U LL- Z LL- `� O O � z LLj L O J � � U � a> JOB NUMBER: COUNTY: a' 17-0224 DUVAL Lu 1/4" = 1'-0" (U.O.N.) a� DO NOT SCALE THIS DRAWING = RELEASE DATE. 08-24-17 U C DRAWN BY: JCG-DSM N C -�CHECKED BY: c MJB-FSS LL TITLE: 6' ROOF TRUSS LAYOUT =SHEET: 01 00 00 0 HTT5-KT HOLDOWN �1 = = ==I 0 NOTE: EACH EXTERIOR POST SHALL BE TREATED 6x6 POST ON ABU66-Z POST BASE STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP OR (1) MSTA24-Z TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "R" ON SHEET SD -3 SD 3 HTT5 HTT5 AT BEAM HTS24 AT NOTE: EACH EXTERIOR POST SHALL BE TREATED 6x6 POST ON ABU66-Z POST BASE. STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP OR (1) MSTA24-Z. TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "R" ON SHEET SD -3 911 --//�—HTT5-KT HOLDOWN BM -1 '�AI13L — — — — — — — — — — — — — EE IIIX/711 III HTS24 AT BEAM--// b III III J IIII III0 Mill III 0 11 BM -2 Al z HTT5 HOLDOWN 3M-4 III i............. IN BM -6 LL HTT5 ........... HOLDOWN (2) MSTA24 AT BEAM": HTT5 ♦ HOLDOWN O BM -7 -- — — — — — — — — co S HTT5 HOLDOWN ON 11' DIA. ROD 2 FASTENED TO BEAM BM -8 -HTT5-KT 1W �HOLDOWN HOLDOWN• HTT5-KT HOLDOWN 00 BM -12 ....................... HOLDOWN AT BASE OF rprerr IIII HTT5-KT III HO -DOWN IIII ........... ............. BM -10A . . ..... ... . BM-106IIII . .. ........... III HTT5 HOLDOW: IIII ON 1" DIA. ROD 2 d IIII FASTENED TO d =zr IIII BEAM C-4 IIII IIII co 0 00 Of 0 IIII zIIII IIII mllll IIII IIII IIII< HTT5 HOLDOWN III ON 2' DIA. ROD III FASTENED TO III BEAM IIII BM-9IIII HTT HTT5 KT S HOLDOWN AT BASE OF HOLDOWN T POST IIII TIE -DOWN LAYOUT - FIRST FLOOR, CONSTRUCT USING APA NARROW WALL ---- METHOD WITH HEADER CONTINUOUS ACROSS RETURN WALLS (SEE DETAIL "A" ON SD4) NOTE: "KT" = SCREW KIT REQUIRED WITH HTT5 HOLDOWN AT NOTED LOCATIONS EXPOSURE "C" ANCHOR NOTE SILL PLATES ON EXTERIOR WALLS SHALL BE ANCHORED BY THREADED RODS SUPPLEMENTED BY ADDITIONAL ANCHOR BOLTS OR 1N 3 1" TAPCON 4 4 SCREWS AS REQUIRED TO MAINTAIN MAXIMUM 24" O.C. SPACING q 0 0 0 b cl) 0 0 w 1. INSTALL (jj MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW. 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL "F" ON SD -1 THREADED ROD LEGEND: ?/8" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE (4" MINIMUM EMBEDMENT REQUIRED) 3/8" THREADED ROD FROM FOUNDATION TO UPPER FLOOR DOUBLE PLATE (4" MINIMUM EMBEDMENT REQUIRED) 13 = HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE IN cu , I FLORIDA C.A. NUMBER: 25846 A cu E 0 (2) FLOYD S. SIMPSON, PE FL PE No. 50791 _0 CC) 0) c I_u 10--I LO CN CN cz C/) E __j 0 LL 0 cl) :3 � �_t E 2 ca > (D 0 0 U) E C/) Lu < CD 0 z C-4 Lj n Lu co C/) C-) cz) a) 0) co N LU -�j- cu o = CD 0) co U - W 0 E =D — LLJ E 0 C) CD =) -t < CN 0 CU 00 U) CP CD .ELL C6 ca 0.. n - IN cu , I FLORIDA C.A. NUMBER: 25846 A cu E 0 (2) FLOYD S. SIMPSON, PE FL PE No. 50791 DRAWN BY: JCG-DJM CHECKED BY MJB-FSS — TITLE: I LE: 21 TIE -DOWN LAYOUT FIRST FLOOR SHEET: ti 0 S�7 _0 cz C/) �_t ca Lu 2) Z 0 z Lu W 0 E Lu LLJ E 0 0 .ELL Q) LL. O M (13) 0 C5 w ul 0 0 n JOB NUMBER 17-0224 1COUNTY: DUVAL LU NALL 1/4" = V-0-- (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE 08-24-17 REVISIONS DRAWN BY: JCG-DJM CHECKED BY MJB-FSS — TITLE: I LE: 21 TIE -DOWN LAYOUT FIRST FLOOR SHEET: ti 0 S�7 SSP CLIP TOP AND BOTTOM@ 32" O.C. AND%" x OF SDS SCREWS THROUGH SOLE PLATE INTO EACH INTERSECTING FLOOR TRUSS BELOW i U U =O =0 M CJ � Q O 3'w ocUn D SSP CLIP TOP PLATE @ 32" O.C. z o AND CS16 BETWEEN FLOORS @ 32"O.C. Q cn O CL �: z d x H e J a ........... QLu J O HTS24 AT BEAM AND HTS: CS16 STRAPS BETWEEN CS16 ST • FLOORS BM -14 • • — — — — — _ _ — — _ — — — — _ _ — MSTA24 AT EACH END OF ......... , CS16 STRAPS BETWEEN FLOORS s SD -3 SSP CLIP TOP AND BOTTOM@ 32" O.C. ANDY4" x 4 � F SDS SCREWS THROUGH SOLE PLATE INTO EACH INTERSECTING FLOOR TRUSS BELOW AT BEAM AND—\ aPS BETWEEN FLOORS =ADER AND SSP CLIP TOP AND BOTTOM@ 16" O.C. ANDY4' x 4 %" SDS SCREWS THROUGH SOLE PLAN I INTO BEAM BELOW @ 16"O.C. S SD -3 MSTA24 AT EACH END OF HEADER AND CS16 STRAPS BETWEEN FLOORS SSP CLIP TOP AND BOTTOM @ 16" O.C. AND %" x 02" SDS SCREWS THROUGH SOLE PLATE INTO BEAM BELOW @ 16"O.C. I I S SD -3 MSTA24 AT EACH END OF HEADER AND CS16 STRAPS BETWEEN FLOORS MSTA24 AT EACH END OF HEADER AND CS16 STRAPS BETWEEN FLOORS SSP CLIP TOP AND BOTTOM @ 16" O.C. AND %4' x 02" SDS SCREWS THROUGH SOLE PLATE INTO BEAM BELOW @ 16"O.C. SSP CLIP TOP AND BOTTOM@ 32" O.C. AND%4' x 4%" SDS SCREWS THROUGH SOLE PLATE INTO EACH INTERSECTING FLOOR TRUSS BELOW SSP CLIP TOP AND BOTTOM@ 32" O.C. AND'/4' x OF SDS SCREWS THROUGH SOLE PLATE INTO BEAM BELOW @ 32"O.C. TIE -DOWN LAYOUT - SECOND FLOOR SSP CLIP TOP AND BOTTOM@ 3p" O.C. AND 4" x02" SDS SCREWS THOUGH _ SOLE PLATE INTO BEAM BELOW 32"O.C. Lu U) ¢ ci cn a 0 <V O�-,`"' M X O @) Q �: o � J 0 Qom J U W OU can co M W 0 U C on E ff— c `O a) Q 0 a) 0 0 c a) ca �I �cu THREADED ROD LEGEND: • _ Y8" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE (4" MINIMUM EMBEDMENT REQUIRED) Oi = 3/" THREADED ROD FROM FOUNDATION TO UPPER FLOOR DOUBLE PLATE (4" MINIMUM EMBEDMENT REQUIRED) O = HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE a) L C 00 LO N N c`') E J O LL 0 w J '— J_ z .0 0 Q' C/D w Y m U � Q N � Lij O = H— � O Cl) M O co W ­zt Z CD V) LL (7 O Q N . CO 00 C/) C19 J O O � _ CL FLORIDA C.A. NUMBER: 25846 08-24-17 FLOYD S. SIMPSON, PE FL PE No. 50791 (D a' 45 U q O Q � v -a J U � D cu U) 0 L O THREADED ROD LEGEND: • _ Y8" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE (4" MINIMUM EMBEDMENT REQUIRED) Oi = 3/" THREADED ROD FROM FOUNDATION TO UPPER FLOOR DOUBLE PLATE (4" MINIMUM EMBEDMENT REQUIRED) O = HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE a) L C 00 LO N N c`') E J O LL 0 w J '— J_ z .0 0 Q' C/D w Y m U � Q N � Lij O = H— � O Cl) M O co W ­zt Z CD V) LL (7 O Q N . CO 00 C/) C19 J O O � _ CL FLORIDA C.A. NUMBER: 25846 08-24-17 FLOYD S. SIMPSON, PE FL PE No. 50791 (D a' 47-1 O Q -a J c cu U) 0 L W 0 Z Z W 0 o E N Q _0 W 0 cn a) U Z LL_ LL O O �- � a`> L Z G O D U � � D LL O `m U 17-02241 DUVAL w SCALE 2') 1/4" = 1'-0" (U.O.N.) a� c/) DO NOT SCALE THIS DRAWING = RELEASE DATE: _ 08-24-17 US C O1 C DRAWN BY. JCG-DJM CHECKED BY MJB-FSS w TITLE: m TIE -DOWN LAYOUT SECOND FLOOR =SHEET: ti O 04 .1 S-8 FLOOR TRUSS LEI IGT- Y LENGTH 2x_ PT RIMBOARD (MATCH JOIST) NY `�•`� ; •; �`�•`� : •; `�•`� ; •; `�•`, III \ NAIL BALCONY JOIST TO FLOOR TRUSS a WITH (4) .131" x 3y4" NAILS AT EACH WEB OF TRUSS. DETAIL- CANTILEVERED JOISTS PARALLEL TO TRUSS S-9 F S-9 A S-9 ROOF DE DETAIL - PARAPET WALL COPING (BY OTHERS) ROOFING SYSTEM (BY OTHERS) FLASHING (BY OTHERS) ROOF DECKI TR DETAIL - PARAPET WALL PT CANTILEVERED JOIST BLOCKING UNDER BALCONY JOIST NG 2x_ PT CANTILEVERED JOISTS AT 15"O.C. NAIL TO 2x4 VERTICAL w/ (6) 0.131" x 31/4" FA 2x4 NAILED TO TOP AND BOTTOM CHORD w/ (4)- 0.131" x 31/4" AT EACH CONNECTION. FLOOR TRUSS DETAIL - CANTILEVERED JOISTS PERPENDICULAR TO TRUSS SYP PLATE COPING (BY OTHERS) PARAPET DOUBLE ---_—MZ =EWALL 2,r1 SYP PLATE COPING (BY OTHE SYP STUDS SCABBED SIDE OF ROOF TRUSSES -H (3) 4'x 3" SDS CREWS ROOFING SYSTEM ROOFING SYSTEM D TOP CHORD AND (BY OTHERS) (BY OTHERS) FTOM CHORD (6) TOTAL 2x6 BALL' iON FRAMED--- RAMED FLASHING (BY OTHERS) FLASHING (BY OTHERS) STUDS SYP PLATE 2x6 PARAPET /KNEEWALL 2x6 SYP STUDS SCABBED /TO SIDE OF ROOF TRUSSES WITH (3) 0.131" x 3" NAILS INTO TOP CHORD AND BOTTOM CHORD (6) TOTAL \ROOF DECKING ROOF DECKI EXTEND WA[ I SHEATHINGTRUSS I IP PARAPET x 3Y2" SDS SCREW BLOCKING BEI WEEN STUDS AT EACH STUD TOP & TRL AT DOUBLE PI ATE HEIGHT BOTTOM DETAIL - PARAPET WALL �� DETAIL- PARAPET WALL COPING (BY OTHERS) COPING (BY OTHERS) 2x6 SYP PLATE ROOFING SYSTEM ROOFING SYSTEM (BY OTHERS) (BY OTHERS) 2x6 BALLOON FRAMED FLASHING (BY OTHERS) FLASHING (BY OTHERS) STUDS '-ROOF DECKING ROOF DEC EXTEND WALL SHEATHINROOF TRUSS UP PARAPET %4' x 3Y2" SDS SCREW BLOCKING BETWEEN STUDS AT EACH STUD TOP & TI AT DOUBLE PLATE HEIGHT BOTTOM DETAIL - PARAPET WALL j � DETAIL - PARAPET WALL BLE 2x6 SYP PLATE 2x6 PARAPET KNEEWALL 2x6 SYP STUDS SCABBED TO SIDE OF ROOF TRUSSES WITH (3) 4'x 3" SDS SCREWS INTO TOP CHORD AND BOTTOM CHORD(6)TOTAL EXTEND WALL SHEATHING UP PARAPET 2x6 SYP PLATE 2x6 PARAPET KNEEWALL 2x6 SYP STUDS SCABBED TO SIDE OF ROOF TRUSSES WITH (3) 0.131" x 3" NAILS INTO TOP CHORD AND BOTTOM CHORD(6)TOTAL EXTEND WALL SHEATHING UP PARAPET U 47-1 � O a % 1 N C co W N N cM E J O LL U 16"+ 16" t I FLOOR TRUSS DETAIL - CANTILEVERED JOISTS PERPENDICULAR TO TRUSS SYP PLATE COPING (BY OTHERS) PARAPET DOUBLE ---_—MZ =EWALL 2,r1 SYP PLATE COPING (BY OTHE SYP STUDS SCABBED SIDE OF ROOF TRUSSES -H (3) 4'x 3" SDS CREWS ROOFING SYSTEM ROOFING SYSTEM D TOP CHORD AND (BY OTHERS) (BY OTHERS) FTOM CHORD (6) TOTAL 2x6 BALL' iON FRAMED--- RAMED FLASHING (BY OTHERS) FLASHING (BY OTHERS) STUDS SYP PLATE 2x6 PARAPET /KNEEWALL 2x6 SYP STUDS SCABBED /TO SIDE OF ROOF TRUSSES WITH (3) 0.131" x 3" NAILS INTO TOP CHORD AND BOTTOM CHORD (6) TOTAL \ROOF DECKING ROOF DECKI EXTEND WA[ I SHEATHINGTRUSS I IP PARAPET x 3Y2" SDS SCREW BLOCKING BEI WEEN STUDS AT EACH STUD TOP & TRL AT DOUBLE PI ATE HEIGHT BOTTOM DETAIL - PARAPET WALL �� DETAIL- PARAPET WALL COPING (BY OTHERS) COPING (BY OTHERS) 2x6 SYP PLATE ROOFING SYSTEM ROOFING SYSTEM (BY OTHERS) (BY OTHERS) 2x6 BALLOON FRAMED FLASHING (BY OTHERS) FLASHING (BY OTHERS) STUDS '-ROOF DECKING ROOF DEC EXTEND WALL SHEATHINROOF TRUSS UP PARAPET %4' x 3Y2" SDS SCREW BLOCKING BETWEEN STUDS AT EACH STUD TOP & TI AT DOUBLE PLATE HEIGHT BOTTOM DETAIL - PARAPET WALL j � DETAIL - PARAPET WALL BLE 2x6 SYP PLATE 2x6 PARAPET KNEEWALL 2x6 SYP STUDS SCABBED TO SIDE OF ROOF TRUSSES WITH (3) 4'x 3" SDS SCREWS INTO TOP CHORD AND BOTTOM CHORD(6)TOTAL EXTEND WALL SHEATHING UP PARAPET 2x6 SYP PLATE 2x6 PARAPET KNEEWALL 2x6 SYP STUDS SCABBED TO SIDE OF ROOF TRUSSES WITH (3) 0.131" x 3" NAILS INTO TOP CHORD AND BOTTOM CHORD(6)TOTAL EXTEND WALL SHEATHING UP PARAPET U 47-1 � O a % 1 N C co W N N cM E J O LL U M.. W J � E O a W (D C Z O Q' O .co 0 Cn W 2) 0 a) Q E Q W Q � O = N c Lu u- v Z LL• X a� m O � CV S� O Co w O c G_ 0 U Z LLJ CV Lu O 0 U o_ a> c.0 ~ acoo cn _ 3 JOB NUMBER: o O cu a DUVAL Lu w -o 1/4" = V-0" (U.O.N.) a> �r DO NOT SCALE THIS DRAWING = RELEASE DATE: FLORIDA C.A. NUMBER; 25846 O � . o ■ 0 � �E- O e L �--i •••e a .+, ++� q" *. °: � N�ry,�tar/lllllOilf�➢�1°•5`t 0 L 08-24-17 FLOYD S. SIMPSON, PE cu E FL PE No. 50791 � COMMENTS co C N O a- im a� 47-1 Q O a C C6 W Z U Z W LT 0 - W Q W O U u- v Z LL• a� m O � � a� a� O c G_ 0 U Z LLJ Lu O U o_ a> JOB NUMBER: COUNTY: 17-0224 DUVAL Lu a' 1/4" = V-0" (U.O.N.) a> DO NOT SCALE THIS DRAWING = RELEASE DATE: 08-24-17 U r` 0 N BRICK VENEER WITH 1"AIRSPACE AND WALL TIES CONT. FLASHING; PROVIDE WEEP HOLES @ 33--O.C. GROUT AIR SPACE BELOW FLASHING SILL PLATE CONCRETE SLAB GRADE /(1) #/5 CONT. 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. AND IN EACH CORNER. FILL CELL SOLID AT EACH #4 REBAR. HOOK REBAR 12" INTO SLAB AND 6" INTO FOOTING. 6" 1' 8" ONE STORY - (2) #5 CONT. 1'-8" TWO STORY - (3) #5 CONT. SECTION - STEMWALL WITH BRICK NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. F��� 4�4 GRADE CONCRETE SLAB (1) #5 CONT. D' EMWALL CMU TO INSIDE OF STAT POST LOCATION WITH (1) #4 VERTICAL IN EACH AS NO fED I REINFORCEMENT (AS NOTED) E SECTIO - PAD FOOTING AT PORCH STEMWALL SD 1 NOTE: IF ST =MWALL HEIGHT EXCEEDS 48" CONTACT ENGI EER FOR ADDITIONAL REQUIREMENTS. CONCRETE SLAB (AS NOTED) I REINFORCEMENT (AS NOTED) SECTION - PAD FOOTING AT PORCH THICKENED EDGE SILL PLATE _ qw PA51 STRAP NAILED TO GARAGE -' DOOR POST. BEND STRAP INTO _ zU- STHD14 STRAP NAILED TO CONCRETE SLAB X w FOOTING AS SHOWN. GARAGE DOOR POST. �o SILL PLATE o w ? a EMBED STRAP INTO FOOTING coCN c/)AS SHOWN. \\ \\ \\ \\ z = Y w �ro GRADE CONCRETE SLAB - Z #4 WITH 6" HOOK INTO FOOTING Q GRADE �\ \� AND BENT 12" _ �- _ _ _ — — THICKENED EDGIEIMUM INTO ,(1) #5 CONT. - a 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. GRADE AND IN EACH CORNER.s, j FILL CELL SOLID AT EACH #4 REBAR. HOOK REBAR 12" INTO SLAB AND 6" INTO /\\//\\// r. FOOTING. V-8-' ONE STORY (2) #5 CONT. -4 V-0" ONE STORY - (2) #5 CONT. \, \ \ \ \ \ \ \ \ \17\\_77177/777/1' \ \ \ / 1' 8" TWO STORY - (3) #5 CONT. //,//////\�//\///\�////�//�/j�/j\//i \\\\i�\\'�\\\\\i\�\ \\j\\j�\\� NOTE: T-4- TWO STORY - (2) #5 CONT. \\,\\ \ \ \ \ \ �\ //,, /, 6 /'�///i/' REINFORCEMENT IS NOT REQUIRED ALTERNATE: INSTALL MSTAM36 STRAPS IN LIEU OF EITHER PA -51 STRAP OR STHD14 STRAP (SEE DETAIL R ON SHEET SD -1)"` TO PASS THROUGH SLOTS IN STRAP. B SECTION - STEMWALL SECTION - MONOLITHIC rF DETAIL - D A51 INSTALLATION STEMWALL ( ) DETAIL - STHD14 INSTALLATION (MONOLITHIC) SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -1 NOTE: IF STE WALL HEIGHT EXCEEDS 48"CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. r SHOWER AREA r — ; SHOWER AREA -- BRICK VENEER WITH 1"AIR SPACE MONOLITHIC FOOTING AND WALL TIES 8" CMU STEMWALL I I CONT. FLASHING, PROVIDE WEEP FO ;M EDGE HOLES @ 33"O.C. PLAN VIEW PLAN VIEW GROUT AIRSPACE BELOW FLASHING BRICK VENEER WITH 1"AIR SPACE SILL PLATE AND WALL TIES SILL PLATE_ --� (1) #5 CONT. CONT. FLASHING; PROVIDI WEEP FILL JOINT WITH ELASTOMERIC HOLES @ 33"O.C. JOINT FILLERGROUT AIR SPACE BELOW FLASHING 6" MIN. (1) #4 CONT. CONCRETE SLAB < SILL PLATE SILL PLATE HEIGHT OF CURB VARIES X N 6" MIN. CONCRETE SLAB z HEIGHT OF CURB VARIES (8"MAX.) N (1) #4 CONT. CONCRETE SLAB • - HEIGHT OF CURB VARIES (8" MAX.) � GRADE z 6"MIN. GRADE \\ \\\\\/\\� / /\/\/\ = GRADE � _ \\ j///\\\\/ CONCRETE SLAB \/8"CMU STEMWALL WITH (1) #4 @ 48"O.C. ,/ . ° AND IN EACH CORNER. ADE _ / //\/�-- �'CELL SOLID AT EACH #4 REBAR.°/- HOOK REBAR 12" INTO UPPER COURSE OF cD • `• •04 8" CMU STEMWALL WITH 1 #4 48"O.C. \�\ BLOCKS AND 6" INTO FOOTING. \/ / / / / /\/\/\ // //\// AND IN EACH CORNER. \\\�\\/ • • ¢\/\\ FILL CELL SOLID AT EACH #4 REBAR. \•�\\i\\\i \^ / / / HOOK REBAR 12" INTO SLAB AND 6" INTO 1'-5" ONE STORY 3 #5 CONT.FOOTING . V-8" ONE STORY - 2 #5 CONT. 1'-9" 6,1 TWO STORY - (3) #5 CONT. 1'-0" ONE STORY - (2) #5 CONT. V-8" TWO STORY - (3) #5 CONT. 1'-8" ONE STORY - (2) #5 CONT. 1'-4" TWO STORY - (2) #5 CONT. V-8" TWO STORY - (3) #5 CONT. SECTION - STEMWALL AT GARAGE WITH BRICK SECTION - MONOLITHIC AT GARAGE WITH BRICK G SECTION STEMWALL AT EXTERIOR WALL SHOWER SECTION - MONOLITHIC AT EXTERIOR WALL SHOWER D 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACTSNOTE: IF STEM ALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. D-1 ENGINEER FOR ADDITIONAL REQUIREMENTS. SILL PLATE (1) #5 CONT. FILL JOINT WITH ELASTOMERIC JOINT FILLER CONCRETE SLAB x SILL PLATE SILL PLATE SILL PLATE - _ N 6" MIN. HEIGHT OF CURB VARIES (8" MAX) GRADE \\\/\\ O° GRADECURB HEIGHT VARIES CONCRETE SLAB CONCRETE SLAB CONCRETE SLAB 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. �a- o AND IN EACH CORNER. - --- \�/ FILL CELL SOLID AT EACH #4 REBAR. o z / o a -�-�- c/) `�i�//\ HOOK REBAR 12" INTO UPPER COURSE g ����/���// a v,//��/� �\///��// �< y4 s\//%4\/. o OF BLOCKS AND 6" INTO FOOTING. \ �/ \\i\ ' /\ ,//\\\\\\\ a. • °/\\\\���\\�/ % V-8" ONE STORY - (2) #5 CONT. 1' 0" ONE STORY - (2) #5 CONT. 1'4" ONE STORY 2 #5 CONT. V-8" TWO STORY - (3) #5 CONT. T-4- TWO STORY - (2) #5 CONT. 1' TWO STORY (3) #5 CONT. 1--4" ONE STORY - (2 #5 CONT. 1'-8" TWO STORY - (3) #5 CONT. SECTION - STEMWALL AT GARAGE SECTION - MONOLITHIC AT GARAGE H SECTION - INTERIOR BEARING J SECTION - BEARING STEPDOWN 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD 1 SD 1 ENGINEER FOR ADDITIONAL REQUIREMENTS. CONCRETE SLAB o GRADE •A 1'-0" (1) #5 CONT. SECTION -THICKENED EDGE " MAXIMUM OVERHANG (OPTIONAL) ;ONCRETE SLAB 1) #5 CONT "CMU STEMWALL WITH (1) #4 @ 48"O.C. ND IN EACH CORNER. ILL CELL SOLID AT EACH #4 REBAR. OOK REBAR 16" INTO PORCH SLAB ND 6" INTO FOOTING. ONT. SECTION - PORCH STEMWALL NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. CONCRETE SLAB [a0=0 GRADE //\� \� (1) #5 CONT. \\\\\\/8" CMU STEMWALL WITH (1) #4 @ 48"O.C. AND IN EACH CORNER. FILL CELL SOLID AT EACH #4 REBAR. HOOK REBAR 16" INTO PORCH SLAB AND 6" INTO FOOTING. V-8" (2) #5 CONT. SECTION - PORCH STEMWALL WITH BRICK NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. NOTE: SAW -CUT CONTRACTION JOINTS (i.e. CONTROL JOINTS) AS SOON AS THE CONCRETE HAS HARDENED ENOUGH NOT TO BE DAMAGED DURING THE CUTTING PROCESS, (TYPICALLY 1 - 4 HOURS IN WARM WEATHER) FILL CUT WITH 1" DEEP xYa" WIDE SAW ELASTOMERIC CUT AT DENOTED FILLER LOCATIONS. ° • ' J CONCRETE SLAB SECTION - TYPICAL SAW -CUT CONTROL JOINT ti c c l`r/1 a� c p u �� N E LL o La' J E j o �j z � Q 4 w EE Q � a o ? N BEARING POST (AS NOTED) 3�; w w 3 CONCRETE SLAB U) X p Qzw -s�\ /\\ E \\\\1\'� zo 11111111\- o H - LL o =D o ¢ cfl co (AS NOTED) REINFORCEMENT (AS NOTED) C/) O a ocu � P SECTION - INTERIOR BEARING PAD FOOTING 0 0 c LM co w v FLORIDA C.A. NUMBER: 25846 4—: v4o4c.,) PPPP CONCRETE SLAB....... LABo,�"" r, C • °e > CURB HEIGHT VARIES t1o• o ' °•cu )f ; \ o /, /" o F �� 09-24-11 8" (1) #4 CONT. FLOYD S SIMPSON, PE E FL PE No. 50791 COMMENTS: c� c a v m Q SECTION - NON-BEARING STEPDOWN 0 SD -1 .Q 0 a> 0 0 c cu U) c -a c cv U) c m a> a cu a� ..6 .o a� L H- (2) MSTAM36-Z STRAPS v6 cq c J < NAIL EACH STRAP TO CRIPPLE STUD ..5! WITH (13) 10d COM NAILS 0 o FASTEN STRAP TO FOUNDATION C) ui WALL WITH (8)Y4" x 2Y4" CONCRETE SCREWS cu m - a INTO MASONRY OR (8)Y4" x 1 Y4" CONCRETE a "' SCREWS INTO CONCRETE. CONCRETE C6 = a, ~ SCREWS SHALL BE POWERS "TAPPER" WITH z PERMA-SEAL FINISH OR EQUAL. cu a STRAP SHALL BE COVERED WITH SIDING OR v°', STUCCO a' NOTE: \/\\/ THIS DETAIL MAY BE SUBSTITUTED FOR a, EITHER THE PA51 STRAP (STEMWALL) OR Q THE STHD14 STRAP (MONOLITHIC). 0 0 R DETAIL - ALTERNATE FOR PA51 STRAP OR c m W Ec- SD 1 LM STHD14 STRAPo Z z Lu W E 0 W U CU LL- Z W 0 z v � 0 a� � a a� 0 a� L TREATED POST � w z -u m w O ABU— POST BASE WITH ai U PAVERS BY OTHERS c a" 3ALV. ANCHOR EMBEDDED -0, JOB NUMBER couNry 12" (SET -XP ADHESIVE) w 17-0224 DUVAL bupLt L, 2 Yz" = 1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: 08-24-17 BRICK VENEER WITH 1"AIR SPACE 8 TALL, 12 SQUARE GROUTED AND WALL TIES vEVISIONS CONT. FLASHING; PROVIDE WEEP P HOLES @ 33"O.C. CMU OR CAST -IN-PLACE GROUT AIR SPACE BELOW FLASHING X SILL PLATE CNv PEDESTAL ON 24"X 24"X 121" PAD FOOTING WITH (2) #5 EACH WAY DRAWN BY: JCG DJM CHECKED BY: _z GRADE CONCRETE SLAB BD LU TITLE: H. 6' FOUNDATION DETAILS a� co C? • co /�\\ • • `� 0 CV 5" V-5" ONE STORY - (3) #5 CONT. 1'-9" TWO STORY - (3) #5 CONT. SECTION - MONOLITHIC WITH BRICK F��� 4�4 GRADE CONCRETE SLAB (1) #5 CONT. D' EMWALL CMU TO INSIDE OF STAT POST LOCATION WITH (1) #4 VERTICAL IN EACH AS NO fED I REINFORCEMENT (AS NOTED) E SECTIO - PAD FOOTING AT PORCH STEMWALL SD 1 NOTE: IF ST =MWALL HEIGHT EXCEEDS 48" CONTACT ENGI EER FOR ADDITIONAL REQUIREMENTS. CONCRETE SLAB (AS NOTED) I REINFORCEMENT (AS NOTED) SECTION - PAD FOOTING AT PORCH THICKENED EDGE SILL PLATE _ qw PA51 STRAP NAILED TO GARAGE -' DOOR POST. BEND STRAP INTO _ zU- STHD14 STRAP NAILED TO CONCRETE SLAB X w FOOTING AS SHOWN. GARAGE DOOR POST. �o SILL PLATE o w ? a EMBED STRAP INTO FOOTING coCN c/)AS SHOWN. \\ \\ \\ \\ z = Y w �ro GRADE CONCRETE SLAB - Z #4 WITH 6" HOOK INTO FOOTING Q GRADE �\ \� AND BENT 12" _ �- _ _ _ — — THICKENED EDGIEIMUM INTO ,(1) #5 CONT. - a 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. GRADE AND IN EACH CORNER.s, j FILL CELL SOLID AT EACH #4 REBAR. HOOK REBAR 12" INTO SLAB AND 6" INTO /\\//\\// r. FOOTING. V-8-' ONE STORY (2) #5 CONT. -4 V-0" ONE STORY - (2) #5 CONT. \, \ \ \ \ \ \ \ \ \17\\_77177/777/1' \ \ \ / 1' 8" TWO STORY - (3) #5 CONT. //,//////\�//\///\�////�//�/j�/j\//i \\\\i�\\'�\\\\\i\�\ \\j\\j�\\� NOTE: T-4- TWO STORY - (2) #5 CONT. \\,\\ \ \ \ \ \ �\ //,, /, 6 /'�///i/' REINFORCEMENT IS NOT REQUIRED ALTERNATE: INSTALL MSTAM36 STRAPS IN LIEU OF EITHER PA -51 STRAP OR STHD14 STRAP (SEE DETAIL R ON SHEET SD -1)"` TO PASS THROUGH SLOTS IN STRAP. B SECTION - STEMWALL SECTION - MONOLITHIC rF DETAIL - D A51 INSTALLATION STEMWALL ( ) DETAIL - STHD14 INSTALLATION (MONOLITHIC) SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -1 NOTE: IF STE WALL HEIGHT EXCEEDS 48"CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. r SHOWER AREA r — ; SHOWER AREA -- BRICK VENEER WITH 1"AIR SPACE MONOLITHIC FOOTING AND WALL TIES 8" CMU STEMWALL I I CONT. FLASHING, PROVIDE WEEP FO ;M EDGE HOLES @ 33"O.C. PLAN VIEW PLAN VIEW GROUT AIRSPACE BELOW FLASHING BRICK VENEER WITH 1"AIR SPACE SILL PLATE AND WALL TIES SILL PLATE_ --� (1) #5 CONT. CONT. FLASHING; PROVIDI WEEP FILL JOINT WITH ELASTOMERIC HOLES @ 33"O.C. JOINT FILLERGROUT AIR SPACE BELOW FLASHING 6" MIN. (1) #4 CONT. CONCRETE SLAB < SILL PLATE SILL PLATE HEIGHT OF CURB VARIES X N 6" MIN. CONCRETE SLAB z HEIGHT OF CURB VARIES (8"MAX.) N (1) #4 CONT. CONCRETE SLAB • - HEIGHT OF CURB VARIES (8" MAX.) � GRADE z 6"MIN. GRADE \\ \\\\\/\\� / /\/\/\ = GRADE � _ \\ j///\\\\/ CONCRETE SLAB \/8"CMU STEMWALL WITH (1) #4 @ 48"O.C. ,/ . ° AND IN EACH CORNER. ADE _ / //\/�-- �'CELL SOLID AT EACH #4 REBAR.°/- HOOK REBAR 12" INTO UPPER COURSE OF cD • `• •04 8" CMU STEMWALL WITH 1 #4 48"O.C. \�\ BLOCKS AND 6" INTO FOOTING. \/ / / / / /\/\/\ // //\// AND IN EACH CORNER. \\\�\\/ • • ¢\/\\ FILL CELL SOLID AT EACH #4 REBAR. \•�\\i\\\i \^ / / / HOOK REBAR 12" INTO SLAB AND 6" INTO 1'-5" ONE STORY 3 #5 CONT.FOOTING . V-8" ONE STORY - 2 #5 CONT. 1'-9" 6,1 TWO STORY - (3) #5 CONT. 1'-0" ONE STORY - (2) #5 CONT. V-8" TWO STORY - (3) #5 CONT. 1'-8" ONE STORY - (2) #5 CONT. 1'-4" TWO STORY - (2) #5 CONT. V-8" TWO STORY - (3) #5 CONT. SECTION - STEMWALL AT GARAGE WITH BRICK SECTION - MONOLITHIC AT GARAGE WITH BRICK G SECTION STEMWALL AT EXTERIOR WALL SHOWER SECTION - MONOLITHIC AT EXTERIOR WALL SHOWER D 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACTSNOTE: IF STEM ALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. D-1 ENGINEER FOR ADDITIONAL REQUIREMENTS. SILL PLATE (1) #5 CONT. FILL JOINT WITH ELASTOMERIC JOINT FILLER CONCRETE SLAB x SILL PLATE SILL PLATE SILL PLATE - _ N 6" MIN. HEIGHT OF CURB VARIES (8" MAX) GRADE \\\/\\ O° GRADECURB HEIGHT VARIES CONCRETE SLAB CONCRETE SLAB CONCRETE SLAB 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. �a- o AND IN EACH CORNER. - --- \�/ FILL CELL SOLID AT EACH #4 REBAR. o z / o a -�-�- c/) `�i�//\ HOOK REBAR 12" INTO UPPER COURSE g ����/���// a v,//��/� �\///��// �< y4 s\//%4\/. o OF BLOCKS AND 6" INTO FOOTING. \ �/ \\i\ ' /\ ,//\\\\\\\ a. • °/\\\\���\\�/ % V-8" ONE STORY - (2) #5 CONT. 1' 0" ONE STORY - (2) #5 CONT. 1'4" ONE STORY 2 #5 CONT. V-8" TWO STORY - (3) #5 CONT. T-4- TWO STORY - (2) #5 CONT. 1' TWO STORY (3) #5 CONT. 1--4" ONE STORY - (2 #5 CONT. 1'-8" TWO STORY - (3) #5 CONT. SECTION - STEMWALL AT GARAGE SECTION - MONOLITHIC AT GARAGE H SECTION - INTERIOR BEARING J SECTION - BEARING STEPDOWN 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD 1 SD 1 ENGINEER FOR ADDITIONAL REQUIREMENTS. CONCRETE SLAB o GRADE •A 1'-0" (1) #5 CONT. SECTION -THICKENED EDGE " MAXIMUM OVERHANG (OPTIONAL) ;ONCRETE SLAB 1) #5 CONT "CMU STEMWALL WITH (1) #4 @ 48"O.C. ND IN EACH CORNER. ILL CELL SOLID AT EACH #4 REBAR. OOK REBAR 16" INTO PORCH SLAB ND 6" INTO FOOTING. ONT. SECTION - PORCH STEMWALL NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. CONCRETE SLAB [a0=0 GRADE //\� \� (1) #5 CONT. \\\\\\/8" CMU STEMWALL WITH (1) #4 @ 48"O.C. AND IN EACH CORNER. FILL CELL SOLID AT EACH #4 REBAR. HOOK REBAR 16" INTO PORCH SLAB AND 6" INTO FOOTING. V-8" (2) #5 CONT. SECTION - PORCH STEMWALL WITH BRICK NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. NOTE: SAW -CUT CONTRACTION JOINTS (i.e. CONTROL JOINTS) AS SOON AS THE CONCRETE HAS HARDENED ENOUGH NOT TO BE DAMAGED DURING THE CUTTING PROCESS, (TYPICALLY 1 - 4 HOURS IN WARM WEATHER) FILL CUT WITH 1" DEEP xYa" WIDE SAW ELASTOMERIC CUT AT DENOTED FILLER LOCATIONS. ° • ' J CONCRETE SLAB SECTION - TYPICAL SAW -CUT CONTROL JOINT ti c c l`r/1 a� c p u �� N E LL o La' J E j o �j z � Q 4 w EE Q � a o ? N BEARING POST (AS NOTED) 3�; w w 3 CONCRETE SLAB U) X p Qzw -s�\ /\\ E \\\\1\'� zo 11111111\- o H - LL o =D o ¢ cfl co (AS NOTED) REINFORCEMENT (AS NOTED) C/) O a ocu � P SECTION - INTERIOR BEARING PAD FOOTING 0 0 c LM co w v FLORIDA C.A. NUMBER: 25846 4—: v4o4c.,) PPPP CONCRETE SLAB....... LABo,�"" r, C • °e > CURB HEIGHT VARIES t1o• o ' °•cu )f ; \ o /, /" o F �� 09-24-11 8" (1) #4 CONT. FLOYD S SIMPSON, PE E FL PE No. 50791 COMMENTS: c� c a v m Q SECTION - NON-BEARING STEPDOWN 0 SD -1 .Q 0 a> 0 0 c cu U) c -a c cv U) c m a> a cu a� ..6 .o a� L H- (2) MSTAM36-Z STRAPS v6 cq c J < NAIL EACH STRAP TO CRIPPLE STUD ..5! WITH (13) 10d COM NAILS 0 o FASTEN STRAP TO FOUNDATION C) ui WALL WITH (8)Y4" x 2Y4" CONCRETE SCREWS cu m - a INTO MASONRY OR (8)Y4" x 1 Y4" CONCRETE a "' SCREWS INTO CONCRETE. CONCRETE C6 = a, ~ SCREWS SHALL BE POWERS "TAPPER" WITH z PERMA-SEAL FINISH OR EQUAL. cu a STRAP SHALL BE COVERED WITH SIDING OR v°', STUCCO a' NOTE: \/\\/ THIS DETAIL MAY BE SUBSTITUTED FOR a, EITHER THE PA51 STRAP (STEMWALL) OR Q THE STHD14 STRAP (MONOLITHIC). 0 0 R DETAIL - ALTERNATE FOR PA51 STRAP OR c m W Ec- SD 1 LM STHD14 STRAPo Z z Lu W E 0 W U CU LL- Z W 0 z v � 0 a� � a a� 0 a� L TREATED POST � w z -u m w O ABU— POST BASE WITH ai U PAVERS BY OTHERS c a" 3ALV. ANCHOR EMBEDDED -0, JOB NUMBER couNry 12" (SET -XP ADHESIVE) w 17-0224 DUVAL bupLt L, 2 Yz" = 1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: 08-24-17 8 TALL, 12 SQUARE GROUTED vEVISIONS q P CMU OR CAST -IN-PLACE CONCRETE PEDESTAL ON 24"X 24"X 121" PAD FOOTING WITH (2) #5 EACH WAY DRAWN BY: JCG DJM CHECKED BY: 2'-0" MJB-FSS LU TITLE: 6' FOUNDATION DETAILS a� co co = SHEET DETAIL - PAD FOOTING AT PAVERS 0 CV (TYPICAL DOUBLE PLATE SPLICE) 48" MINIMUM SPLICE LENGTH MINIMUM NAILING OF (16) 0.131"x 3" NAILS IN THIS ZONE. JOINT IN LOWER PLATE JOINT IN UPPER PLATE THREADED ROD ASSEMBLY WITHIN THREADED ROD ASSEMBLY CENTERED 6" OF SPLICE IN LOWER PLATE ON SPLICE IN PLATE OR THREADED ROD 6" MAX. ALTERNATE: IF ROD IS GREATER ASSEMBLY WITHIN 12" ON EACH SIDE OF THAN 6" FROM SPLICE -ADD JOINT. 6" MAX. SSP AT SPLICE. 0 THREADED ROD ASSEMBLY (BEYOND) BUILT-UP CORNER POST JOINT IN SILL PLA 4" MIN., 12" MAX. DETAIL -TYPICAL WALL FRAMING CONDITIONS H2.5A AT EACH LOOKOUT 2x4 LOOKOUTS @ 48"O.C. FOR OVERHANG ROOF SHEATHING (AS NOTED) 2x4 SYP BLOCKING BETWEEN LOOKOUTS BALLOON FRAMED STUDS (AS NOTED) SINGLE PLATE NAIL TO TRUSS BOTTOM CHORD WITH 0.131"x 3Y4" NAILS @ 6"O.C. EXTERIOR SHEATHING SHALL BE NAILED TO BOTTOM CHORD OF TRUSS @ 6"O.C. WITH 0.131"x 2Y" NAILS. (U.O.N. ON WALL LAYOUT) DETAIL - BALLOON FRAMED GABLE END (LOW CEILING VAULT) IN I t:KIUN ULILINU HI I UN Ib ECIUAL I U UK LESS THAN 72 OF EXTERIOR ROOF PITCH NUT & 3"x 3"x Y4" WASHER (SEE THREADED ROD ASSEMBLY DETAILS.) 12" LONG 2x_ SCAB ( MATCH BOTTOM CHORD) WITHY" SPACERS - NAIL w/ (3) 0.131N 3" NAILS BOTTOM CHORD OF GABLE END TRUSS THREADED ROD ASSEMBLY SECTION A -i H3 OR EQUAL AT EACH LOOKOUT 2x4 LOOKOUTS @ 48"O.C. FOR OVERHANG ROOF SHEATHING (AS NOTED) TOP CHORD OF GABLE END TRUSS VERTICAL WEB OF GABLE END TRUSS NUT & 3"x 3"x%" WASHER 12" LONG SCAB ( MATCH BOTTOM CHORD) WITH Y" SPACERS BOTTOM CHORD OF GABLE END TRUSS ;2) 2x_ DOUBLE PLATE THREADED ROD ASSEMBLY NSTUDS TYPICAL HEADER TO KING STUD CONNECTION (SEE DETAIL "E" ON SD -2) NAIL EACH PLY OF KING AND JACK STUDS T)( WITH 0.131"x 3)/4" NAILS @ 6"O.C. STAGGERED (TYPICAL) JACK STUD AND KING STUD REQUIREMENTS (SEE WALL LAYOUT) NAIL EACH PLATE TO JACK STUD WITH (3) 0.131"x 3Y" NAILS - TOENAIL OR ENDNAIL (TYPICAL) DOUBLE SILL REQUIRED WHERE OPENING WIDTH EXCEEDS 61" (U.O.N.) II II !' it �- ANCHOR BOLT AS REQUIRED (SEE DETAIL "DD" ON SD -3) NOTE: SILL PLATES ON EXTERIOR WALLS SHALL BE ANCHORED BY THREADED RODS SUPPLEMENTED BY ADDITIONAL ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM 48"O.C. SPACING (U.O.N.) SIMPSON a"x 6 %" TITEN HD ROD COUPLER _. TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT ER \ /— (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) NAIL PLATES WITH 0.131 N 3" NAILS @ 8"O.C. STAGGERED I I TYPICAL STUD TO DOUBLE PLATE I I CONNECTION ' I (SEE DETAIL "G" ON SD -2) MSTA36 STRAP CENTERED ON CHANGE IN PLATE HEIGHT 2x4 BLOCKING BETWEEN STUDS TOENAIL \ I OR ENDNAIL EACH END TO ADJACENT STUD WITH (3) 0.131"x 3Y4" NAILS I 2x_ SPF #2 STUDS @ 16"O.C. (U.O.N.) (SEE WALL LAYOUT) I BUILT-UP POST (WHEN NOTED ON WALL LAYOUT) NAIL EACH PLY WITH 0.131"x 3Y" NAILS @ 6"O.C. STAGGERED . H2.5A AT EACH LOOKOUT .2x4 LOOKOUTS @ 48"O.C. FOR OVERHANG ROOF SHEATHING (AS NOTED) 2x4 SYP BLOCKING BETWEEN LOOKOUTS BALLOON FRAMED STUDS (AS NOTED) DOUBLE PLATE INTERIOR VAULT EXTERIOR SHEATHING SHALL BE NAILED TO UPPER PLY OF DOUBLE PLATE @ 6"O.C. WITH 0.131N 2Y2" NAILS. (U.O.N. ON WALL LAYOUT) DETAIL - BALLOON FRAMED GABLE END (HIGH CEILING VAUL sD 2 INTERIOR CEILING PITCH EXCEEDSY2 OF EXTERIOR ROOF PITCH SECTION- PLATFORM FRAMED GABLE END sly z NOTE: ALL MEMBERS SHALL BE #2 SYP NAIL BRACE TO BLOCKING WITH (5) 0.131"x 3,V4" NAILS 2x6 BL DCKING BETWEEN TRUSSES WITH (3) 0.1 1"x 3,Y4" NAILS EACH END / ROOF SHEATHING (AS NOTED) GBC CLIP- 2) REQUIRED AT EACH BRACE TOENAIL BOTTOM CHORD OF TRUSS TO DOUBLE PLATE WITH 0.131"x 3Y4" NAILS @ 8"O.C. THREADED ROD NOT SHOWN FOR CLARITY \ \ 2x4 DRYWALL BACKING INSTALLED CONTINUOUSLY BETWEEN BRACES SECTION - GABLE END WALL DIAGONAL BRACING I `—THREADED ROD ASSEMBLY AT NOTED SPACING (SEE DETAIL "DD" ON SD -3) 2x_ TREATED SYP SILL PLATE I I, TYPICAL STUD TO SILL PLATE CONNECTION (SEE DETAIL "G" ON SD -2) SILL PLATE (BELOW) 2x_ CORNER FRAMING FULL HEIGHT STUDS (TYPICAL) (2) ROWS OF 0.131"x 3Y4" NAILS @ 12"O.C. STAGGERED (TYPICAL) 2x6 OR 2x8 FRAMED WALL SILL PLATE (BELOW) 2x4 CORNER FRAMING FULL HEIGHT STUDS MINIMUM OF (3) 2x4 BLOCKS 12" LONG NAILED WITH (4) 0.131N 3Ya" NAILS TO EACH ADJACENT STUD �— ALTERNATE: INSTALL SOLID STUD IN THIS SPACE 2x4 CORNER FRAMING FULL HEIGHT STUD 2x4 FRAMED WALL (2) ROWS OF 0.131N 3Y4" NAILS @ 12"O.C. SECTION - TYPICAL FRAMING AT 900 CORNERS (3) 0.131 N 3 Y" TOENAILS AT EACH LOOKOUT TO TOP CHORD OF TRUSS. 2x4 BLOCKING REQUIRED BETWEEN LOOKOUTS 2x_ BARGE RAFTER FASCIA (BY OTHERS) 2x4 LOOKOUTS @ 48"O.C. H3 CLIP OR EQUAL AT EACH LOOKOUT GABLE END TRUSS (DROP GABLE) 2x6 BRACE SPACED @ 48"O.C. UNLESS OTHERWISE NOTED ON ROOF LAYOUT. ADD 2x4 T -BRACE NAILED @ 6"O.C.WITH 0.131"x 2Y" NAILS IF BRACE LENGTH EXCEEDS 9'-0". Al2, LTP4, OR SDWC 15600 @ 48"O.C. SEE DETAIL "M" ON SD -2 WHERE THREADED RODS ARE SPECIFIED. %" THREADED ROD ASSEMBLY (AS NOTED) GYPSUM BOARD CEILING '--DOUBLE PLATE JACKS AND KING STUDS (AS NOTED) HEADER (AS NOTED) 2x_ BLOCKING (TYPICAL) END (TYPICAL) TOENAILS AT EACH NAIL EACH SILL PLY TO KING STUD WITH (3) 0.131N 3Y" NAILS - TOENAIL OR ENDNAIL (TYPICAL) BEVEL BLOCKING AS REQUIRED FOR MINIMUM 0/2" NAIL PENETRATION INTO MAIN FRAMING MEMBERS. (TYPICAL) (2) 2x_ SILL SHEATHING MAY CANTILEVER UP TO 2" MAXIMUM PAST SUPPORTS. ALL WINDOW ATTACHMENTS MUST BE ANCHORED INTO 2x MEMBERS. DETAIL - TYPICAL ARCH TOP OPENING APPLY SHEATHING HORIZONTALLY FOR STUCCO APPLICATIONS, EXCEPT THAT 7/16" STRUCTURAL 1 RATED OR 15/ 32" RATED SHEATHING MAY BE INSTALLED VERTICALLY, f METAL CONNECTOR REQUIRED (SEE CONNECTION SCHEDULE) DOUBLE PLATE -2x SPF #2 STUDS @ 16"O.C. THREADED ROD ASSEMBLY OR QUICK -TIE AT NOTED SPACING 2x TREATED SYP #2 ILL PLATE Y UPLIFT (ROOF) - RODS OR QUICK -TIE METAL CONNECTOR NOT REQUIRED I DOUBLE PLATE 2x SPF #2 STUDS @ 16"O.C. CONCRETE 10d CUT NAIL @ 24"O.C. OR a'x 3 a' TAPCON SCREW @ 32"O.C. 2x TREATED SYP #2 ILL PLATE FLOOR LOAD ONLY OR ROOF EASED METAL CONNECTOR OR METAL CONNECTOR BLOCKING REQUIRED (AS NOTED) (AS NOTED) SIMPSON SDWC 15600 SCREW @ 32"O.C.- U.O.N. DOUBLE PLATE LJ DOUBLE PLATE 2x SPF #2 STUDS @ 16"O.C. SHEATHING (AS NOTED) SIMPSON SDWC 15450 SCREW 2x SPF #2 STUDS @ 16"O.C. @ 32"O.C. -U.O.N. ANCHOR BOLTS AT NOTED 2x TREATED SYP #2 SPACING (48" O.C. MAXIMUM) SILL PLATE 2x TREATED SYP #2 ANCHOR BOLTS AT NOTED ILL PLATE PACING (32" O.C. MAXIMUM) .4 �• � • j � .\ ii ..ate SHEARWALL UPLIFT (ROOF) - SCREWS L SECTION - INTERIOR WALL CONDITIONS (BEARING/SHEARWALL; � SD -2 2x_ No.2 SPF OR SYP #2 SUBFASCIA WITH (2) 0.131"x 3/4" ENDNAILS AT TRUSS ROOF COVERING (BY OTHERS) ROOF TRUSSES CORNICE DETAIL (BY OTHERS) I / Y1s" OR '%2" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF \ / l%2" RATED PLYWOOD SHEATHING, EXPOSURE I -TILE ROOF l%2" RATED SHEATHING, EXPOSURE I - METAL ROOF FASTEN WITH 0.113" x 2 a" RING SHANK NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. GYPSUM BOARD CONNECTOR AT EACH TRUSS (SEE TRUSS CONNECTION SCHEDULE) (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) GYPSUM BOARD 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) %s" RATED SHEATHING, EXPOSURE I. FASTEN WITH 0.131" x 2/2" NAILS @ 6"O.C. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. (U.O.N.) (BLOCK ALL EDGES) SEE "F" ON SD -2 THREADED ROD ASSEMBLY AT NOTED SPACING (SEE DETAIL "DD" ON SD -3) NOTE: SILL PLATES ON EXTERIOR WALLS SHALL BE ANCHORED BY THREADED RODS SUPPLEMENTED BY ADDITIONAL ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM 48"O.C. SPACING (U.O.N.) INSET WALL /2" 2x_ TREATED SYP #2 SILL PLATE WITH ANCHORS FOR STUCCO (SEE DETAIL "DD" ON SD -3) APPLICATIONS —SEE FOUNDATION DEI AILS SECTION - TYPICAL EXTERIOR ONE STORY WALL HEADER NAILS AS NOTED IN TABLE JACK STUD KING STUDS NOTE: NAILS MAY BE TOENAILED OR BACK NAILED THROUGH KING STUD. E SD -2 HEADER NAILING REQUIREMENTS 2x6 (3) NAILS PER PLY 2x8 (4) NAILS PER PLY 2x10 (5) NAILS PER PLY 2x12 (6) NAILS PER PLY 9Y2" LVL (5) NAILS PER PLY 11 %" LVL (6) NAILS PER PLY 14" LVL (7) NAILS PER PLY 16" LVL (8) NAILS PER PLY U c STUD SIZE ENDNAIL TOENAIL 2x4 (2) (3) 2x6 (3) (4) 2x8 a� a� c00 (5) 2x10 LO w o a t All N N ellJ O LL U E o z c ow E U a� a� a o = C14 3 W 3 w 3 U) m X �) p � � rn L7 Li o :D— r -� 1 C� o N O L i ¢ CO �� 3 p �* 0 O rn c a DETAIL - TYPICAL HEADER TO KING STUD CONNECTION cu 0 a co m FLORIDA C.A. NUMBER: 25846 NAILING AT STUD TO DOUBLE PLATE STUD /--NAILING AT STUD / TO SILL PLATE STUD TO PLATE NAILING STUD SIZE ENDNAIL TOENAIL 2x4 (2) (3) 2x6 (3) (4) 2x8 (4) (5) 2x10 (5) (6) 0 Li i SiiS�MMA��S,il .lt,+�. "l1l11, / 0 i f ° i v ' . o a t All :oa; 08� ALL NAILS NOTED ARE 0.131 "x 3Ya" -24-17� FLOYD S. SIMPSON, PE DETAIL - TYPICAL WALL STUD CONNECTION FL PE No. 50791 � COMMENTS: C13 c -o m 2x_ N0.2 SPF OR SYP #2 SUBFASCIA WITH (2) 0.131 "x 34 ENDNAILS AT TRUSS cu ROOF COVERING (BY OTHERS) ROOF TRUSSES 0 CORNICE DETAIL Q (BY OTHERS) 8 a� 0 I o c / cu ( %s" OR l%2" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF \ 1/32" RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF 70 / '%2" RATED SHEATHING, EXPOSURE I - METAL ROOF co co FASTEN WITH 0.113" x 2 %" RING SHANK NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. Q, GYPSUM BOARD CONNECTOR AT EACH TRUSS C (SEE TRUSS CONNECTION SCHEDULE) a (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) C, GYPSUM BOARD L %s" RATED SHEATHING, EXPOSURE I. FASTEN WITH 0.131" x 2%2" NAILS @ 6"O.C. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. (U.O.N.) C° (BLOCK ALL EDGES) SEE "F" ON SD -2 co b 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) NUT WITH 2" WASHER AT SOLE PLATE 2x_ SPF #2 SOLE PLATE (U.O.N.) NAIL TO RIM a (DBOARD WITH 0.131N 3)/4" NAILS @ 6"O.C. "' a� 23/32" RATED STURD-I-FLOOR (T&G) SHEATHING GLUED AND NAILED. FASTEN WITH 0.131"x 2Y2" RING SHANK @ 6"O.C. ON EDGES AND 12"0.C. IN THE FIELD. Q FLOOR JOIST (I -JOIST SHOWN, SAWN o JOIST SIMILAR - SEE SECTION "Z" ON `m SD -3 FOR OPEN WEB TRUSS) o J ca GYPSUM BOARD GO = Lu L RIM BOARD V Z NAIL JOIST TO PLATE WITH (2) 0.131"x 3Y" TOENAILS o Z LL (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) 0 0 (n cn TOENAIL RIM BOARD TO PLATE WITH E Q Lu 0.131N 3Y" NAILS @ 8"O.C. o THREADED COUPLING AS REQUIRED Z LL GYPSUM BOARD 2 Q co 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) RATED SHEATHING, EXPOSURE I. ~ FASTEN WITH 0.131" x 2Y2" NAILS @ 6"O.C. ON_c Q U O EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS (U.O.N.) LLJ (BLOCK ALL EDGES) SEE "F" ON SD -2 z w O THREADED ROD ASSEMBLY AT (If U a_ NOTED SPACING (SEE DETAIL "DD" ON SD -3) NOTE: JOB NUMBER: COUNTY. SILL PLATES ON EXTERIOR WALLS LU 17-0224 DUVAL SHALL BE ANCHORED BY THREADED 2 %" =1'-0" (U.O.N.) RODS SUPPLEMENTED BY ADDITIONAL DO NOT SCALE THIS DRAWING ANCHOR BOLTS AS REQUIRED TO MAINTAIN = RELEASE DATE: MAXIMUM 48"O.C. SPACING (U.O.N.) 08-24-17 2x_ TREATED SYP #2 SILL PLATE WITH ANCHORS INSET WALL Y2" (SEE DETAIL "DD" ON SD -3) a' DRAWN BY JCG-DJM FOR STUCCO APPLICATIONS a, CHECKED BY MJB-FSS w TITLE: �'—SEE FOUNDATION DETAILS SECTIONS AND DETAILS (1 of 2) B SECTION - TYPICAL EXTERIOR TWO STORY WALL SHEET SD 2 0 N SD�2 0 END VERTICAL BRACING REQUIREMENTS BRACING BRITTLE FINISH FLEXIBLE FINISH 16110.C. 24"O.C. 16"O.C. 24"O.C. NONE REQUIRED 0" TO 53" 0" TO 47" 0" TO 67" 0" TO 59" 2x4 L -BRACE 54" TO 114" 48" TO 99" 68" TO 145" 60" TO 126" 2x6 L -BRACE 115" TO 182" 100" TO 158" 146" TO 232" 127" TO 201" c c MSTA24 STRAP LOOPED OVER INSTALL DSP CLIP @ 32"O.C. DMAXIMUM SPACING (U.O.N.) DOUBLE PLATE NAILED WITH a 6 D10d x 1 Y" NAILS INTO EACH L SIE OF STUD =__ INSTALL MSTA24 STRAP LOOPED OVER u -- �� 12" MAX DOUBLE PLATE. NAIL TO CRIPPLE ON DOUBLE PLATE I EACH SIDE WITH (6) 0.131" x 1X2" NAILS. s - - EXTERIOR BEAM (AS NOTED) WALL STUDS DOUBLE PLATE I I < NOTCH BEAM AS REQUIRED TO FIT BENEATH DOUBLE PLATE I I STRAP CRIPPLE TO HEADER WITH i BEAM BEARS ON (2) 2x_ JACKS I I LSTA18 STRAP £ (TYPICAL - U.O.N.) I d LTT20 (U.O.N.) I a SILL PLATE CONDITION. 1 - (NOTCHED BEAM) I i I I I I I 7 f C Z RATED ROOF SHEATHING •_° J _-- f f 2x_L BRACE NAILED TO----------------------= VERTICAL WEBLC WITH 0.131 N 3" NAILS @ 6"O.C. r -------------- --- ---- ----- ----- --- I I I I I I I + NAIL SHEATHING TO DOUBLE PLATE WITH I I I I I THREADED ROD ASSEMBLY THREADED ROD ASSEMBLY 1 II II I II II S = VERTICAL WEB IN GABLE END (2) ROWS OF 0.131"x 2/z" NAILS @ 6"O.C. I I I I cDTRUSS NAIL SHEATHING ALONG BOTTOM OF I I I I NOTE: I I I I I NOTE: µ u1 H. HEADER @ 3-O.C. I I I I I I I THREADED ROD ASSEMBLY I I I I THREADED ROD ASSEMBLY J II II II II I II II II s < 2x_ LOOKOUTS AT 48"O.C. INSTALL DSP CLIPS @ 24" O.C. OR NOT REQUIRED AT GARAGE NOT REQUIRED AT GARAGE I II II II II I � II II II II I Z SPH_ @ 32"O.C. ( I I I I I I DOOR OPENINGS. I I I I DOOR OPENINGS. Lii I II II I I II II 0 16" OR 24" 0. EXTERIOR BEAM (AS NOTED) ` z (2) MSTAM24 STRAPS FASTENED TO II II " II SPACING (SEE TABLE DOUBLE PLATEz 7 STUDS AND FACE OF FOUNDATION II BEAM INSTALLED BENEATH DOUBLE PLATE s s SILL PLATE BEAM BEARS ON (2) 2x_ JACKS � NOTE: (TYPICAL - U.O.N.) ANCHOR BOLT AS REQUIRED ANCHOR BOLT AS REQUIRED WHERE TRUSS CONTAINS DIAGONALS, INCREASE L -BRACE REQUIREMENTS BY ONE NOMINAL STUD SIZE AND MATCH CONDITION. 2 µ FLUSH HEADER CONDITION DROPPED HEADER CONDITION OVER DIAGONALS. \ ° — (DROPPED BEAM) ; ALTERNATE i P DETAIL - TYPICAL VERTICAL BRACING AT GABLE END Q DETAIL - UPLIFT ANCHORAGE WITHOUT THREADED ROD rR DETAIL - EXTERIOR BEAM TO WALL CONNECTION S DETAIL - DOUBLE PLATE STRAPPING OVER WIDE OPENINGS SD -3 SD -3 THIS DETAIL ON[ Y APPLIES WHEN SPECIFICALLY REFERENCEDSD 3 SD -3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED s 4 ALTERNATE ANCHOR: UPLIFT CONNECTOR (AS NOTED) NAIL EACH END OF BLOCKING TO Y2" x 6" TITEN HD TRUSSAS NOTED \ f ( ) EXTERIOR BEAM (MECHANICALLY GALVANIZED) 2x4 SPF BLOCKING- NAIL WITH (2) BOTTOM CHORDS WITH (3) 0.131"x 3Y4"INSTALL 2x4 BLOCKING BETWEEN ROOF SHEATHING (AS NOTED) WITH 2" 0/8" WASHER 2x4 SPF NAILER- NAIL TO TOP PLATE 0.131"x 3Ya" NAILS AT EACH END TRUSS BOTTOM CHORDS @ 12"O.C. 6 H6 CLIP FFOM WITH (END NAIL OR TOENAIL) -ROOF TRUSS (BY OTHERS) WITH POST TO BEAM 0.131"x 3Ya" NAILS @ 6"O.0 BOTTOM CHORD OF TRUSS BRACE (IF REQUIRED) LAP BEAM PLIES AND NAIL EACH BLOCK TO DOUBLE PLATE J NAIL AS SI TOWN - (5) I I I I TO REPLACE (1) ROW OF LATERAL 0.131"x 3Y" NAILS PER PLY WITH (3) 0.131N 3Ya" NAILS BRACING INSTALL 2x4 No.2 SYP T BRACE I PT POST (AS NOTED) I i i NAILED TO EACH PLY OF TRUSS WEB AT PT POST (AS NOTED) I I U POST BASE NAIL PORCH SHEATHING A,, NOTED '- H6 CLIP FROM POST ABTRUSS BOTTOM CHORD DOUBLE PLATE - 6"O.C. WITH 0.131" x 3" NAILS I TO BEAM (AS NOTED) A. TO REPLACE (2) ROWS OF LATERAL EXTERIOR FRAMED WALL NAIL PORCH SHEATHING AS NOTED — MINIMUM %s" RATED SHEATHING, J I I BRACING INSTALL 2x6 No.2 SYP T- BRACE EXTERIOR BEAM %" THREADED ROD _ EXPOSURE I FASTEN AS NOTED 1 II I i i I NAILED TO EACH PLY OF TRUSS WEB (AS NOTED) 0. WITH NUT SET IN ON WALL LAYOUT (BLOCK ALL 1 --- ----- ---------+--- WITH 0.131" x 3" NAILS @ 6"O.C. PLAN VIEW AT TOP OF POST .0 ADHESIVE EXTERIOR FRAMED WALL EDGES) _ (7" EMBEDMENT) r, --------------- \ I Q I 1 ' NOTE: ° II a a °I I ° ° I zo T -BRACING TO BE USED WHEN L, CONTINUOUS LATERAL BRACING IS IMPRACTICAL. SIDE VIEW AT BASE OF POST I T U DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST SECTION - EXTERIOR WALLPARALLEL TO TRUSS W SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSS X SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSS SECTION - TYPICAL T -BRACE SD -3 SD 3 SD 3 SD 3 SD 3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED F I I NAIL SCAB TO TOP CHORD WITH INSTALL SPH_ CLIPS AT 32"O.C. AT DOUBLE PLATE — (4) 0.131 "x 3 Y" NAILS , i LAST TRUSS IN ROW REQUIRING BRACING ALTERNATE: MSTA24 STRAP LOOPED OVER ADD 2x4 VERTICAL SCAB IN EACH _ 2x_ SPF #2 SOLE PLATE (U.O.N.) NAIL TO BAND DOUBLE PLATE NAILED WITH (6) 10d x I YY NAILS TRUSS IF NO WEB IS PRESENT NAIL DIAGONAL BRACE TO BLOCKING BOARD WITH 0.131N 3,y4" NAILS @ 6"O.C. INTO EACH SIDE OF STUD (3) 0.131"x 3Ya" NAILS TYPICAL AT WITH (3) NAILS EACH TRUSS ROOF SHEATHING UPPER LEVEL STUD 2x4 BLOCKING -TOENAIL OR ENDNAIL i BAND BOARD EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING / INSTALL 2.x4CS16 STRAP (CUT TO LENGTH) FROM UPPER SHEARWALL 4 SYP FLATWISE BLOCKING 2x4 E ACROSS LENGTH OF BETWEEN TRUSSES. TOENAL EACH � (3) NAILS STUD TO HEADER BELOW @ 32"O.C. (U.O.N.). NAIL SCAB TO PLATE WITH 3 END WITH (3) 0.131"x 3Y" NAILS. NAIL INTO UPPER STUD WITH (11) 10d AND NAIL ( ) RAISED W EL TRUSS WITH HEEL HEIGHT — INTO HEADER WITH (11) 10d NAILS. 0.131' 3Ya" TOENAILS ' I NAIL DIAGONAL BRACE TO INTERMEDIATE GREATEF� THAN 6" / BEGIN NAILING 1" MINIMUM ABOVE SOLE PLATE 2x4 BLOCKING BETWEEN TRUSSES WEBS WITH (2) NAILS --� OPEN WEB TRUSS / DOUBLE PLATE I NAILING NOT REQUIRED BETWEEN UPPER SOLE TOENAILED TO DOUBLE PLATE WITH I 2x4 SPF No.2 DIAGONAL BRACE PLATE AND LOWER DOUBLE PLATE. 0.131N 3Y4" NAILS @ 4"O.C. I (TYPICAL AT EACH END OF TRUSS (AS NOTED) SHEATHING CONTINUOUS FROM BAND BOARD \ \ FLOOR SYSTEM (AS NOTED) CONTINUOUS LATERAL BRACING) TO UPPER PLY OF DOUBLE PLATE. FASTEN WITH NAIL DIAGONAL BRACE TO TRUSS EDGE NAILING REQUIREMENTS OR UPPER WALL SHEATH AREA BETWEEN DOUBLE PLATE BEGIN NAILING 1" MINIMUM BELOW DOUBLE PLATE DOUBLE PLATE j WEB WITH (3) NAILS AND ROOF SHEATHING WITH %s" OSB J TOENAIL TRUSS TO PLATE WITH MINIMUM %s" RATED SHEATHING, (2) 0.131"x 3Ya" NAILS RATED SHEATHING. NAIL WITH SHEARWALL DOUBLE PLATE EXPOSURE I FASTEN AS NOTED NAILING PATTERN FOR WALL. ON WALL LAYOUT (BLOCK ALL EDGES) — DOUBLE PLATE (U.O.N.) (SEE WALL LAYOUT) LOWER LEVEL HEADER (AS NOTED) Z SECTION - TYPICAL OPEN WEB FLOOR TRUSS DETAIL - TYPICAL RAISED HEEL TRUSS BLOCKING I CONTINUOUS LATERAL BRACE (QUANTITY SD 3 SD 3 I I � AND LOCATION DEFINED BY TRUSS SHOP I DRAWING.) I CONTINUOUS USS WEB W TH (2) NAILS EACH TCE TO BB DETAIL- CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW SECTION - INTERIOR SHEARWALL PERPENDICULAR TO TRUSS SD 3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD 3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED ROOF TRUSSES (BY OTHERS) NOTE: ATTACH DOUBLE PLATE TO STUD PER DETAIL "BB" ON SD -3 (3) TRUSSES MINIMUM UPPER LEVEL STUD FOR CONTINUOUS LATERAL BRACE DOUBLE PLATE CS16 STRAP (CUT TO LENGTH) FROM UPPER NUT WITH 2"x 2"x 16 WASHER STUD TO BEAM BELOW NAIL INTO UP ER STUD WITH (11) 10d AND NAIL ALTERNATE: SIMPSON LBPSY SLOTTED INTO BEAM WITH (11) 10d NAILS. NOTES: WASHER WITH 1" WASHER. / BEGIN NAILING 1" MINIMUM ABOVE SOLE PLATE 1) CONTINUOUS LATERAL BRACES SHALL BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER (U.O.N.)"�J THREADED ROD BEGIN NAILING 1" MINIMUM BELOW TOP OF BEAM 2) ALL NAILS SHOWN SHALL BE 0.131"x 3" NAILS (U.O.N.)SIMPSON %"O x 6" TITEN HD OR SIMPSON %">?S x 6 %a" TITEN HD ROD COUPLER 8" THREADED ROD SET IN ADHESIVE WITH 1" CUT WASHER WITH MINIMUM 4" EMBEDMENT BEAM (AS NOTED) OR g" THREADED ROD SET IN ADHESIVE WITH WITH 11 WASHER MINIMUM 5" EMBEDMENT WITH 1" CUT WASHER ; ;I U Y DETAIL - TYPICAL LATERAL TRUSS BRACING pD DETAIL - THREADED ROD ASSEMBLY DETAIL - ANCHOR BOLT FF DETAIL - CONNECTION OF UPPER LEVEL STUD TO SUPPORTING BEAM GG SD 3 SD 3 SD -3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD -3 • n i n co LO N n E 0 v Lu J' _ > z - O a' cn W Y � Q rTl 1 W N o ? N W > � c~o Cn c� CO CN W -�t LU - v z o 3 4 ? rn co L:L: o �0 CD � N Q o 00 Cr 0 O Cr 6 7 VOO 6 3 T 0 FLORIDA C.A. NUMBER: 25846 D A p 'ovl-.0I1?aerlltI1111pi'40la lfll Ijl�l��i ����ac _ o, ♦ 507 cj •1 i D P t O v 08-24-17 FLOYD S. SIMPSON, PE FL PE No. 50791 "+COMMENTS: v 3 D 2)1a 5 D 5_ D D D v n 5 n D D la D D D ll ri n D D 2 0 n B ll 7 T 5 D n ll n T D D D � J n m W Z Z W 5 N w ci) La w U LL. 7JZ > LL 0 a y y 0 o U 0 = z W y U 0 c JOB NUMBER: 6' 17-0224 COUNTY: DUVAL L Q' Y4" =1'-0" (U.O.N.) a> Q DO NOT SCALE THIS DRAWING = RELEASE DATE: 08-24-17 U c sT c DRAWN BY: JCG-DJM a� CHECKED BY: c MJB-FSS -U TITLE: a' SECTIONS AND DETAILS (2 of 2) = SHEET: FASTEN SHEATHING TO HEADER IN 3" GRID PATTERN AND FASTEN SHEATHING TO ALL FRAMING @ 3" O.C. USE 0.131" x 2Y2" NAILS AT ALL LOCATIONS (U.O.N.) FASTEN PLATE TO HEADER w/(2)ROWS OF0.131"x3%4"@3"O.C. MINIMUM (3) MINIMUM 16" RATED SHEATHING NAIL BLOCKING TOGETHER w/ (3) EVENLY SPACED 0.131"x3/4" STHD14 EMBEDDED STRAP (OR HTT5 IF NOTED) %" EPDXIED ANCHOR BOLT w/ 7" MIN. EMBEDMENT w/ MINIMUM 2" x 2" x %s" PLATE WASHER DETAIL- APA FRAMED WALL a THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED HEADER (AS NOTED) MAY BE RAISED TO BOTTOM OF DOUBLE PLATE- MINIMUM (3) 2x4 REQUIRED AT TOP OF OPENING WITH RAISED HEADER. MSTA30STRAPS NOTE: SHEATHING ONLY SHOWN FOR NARROW WALL SECTION. REMAINING SHEATHING NOT SHOWN FOR CLARITY. MINIMUM (3) STUDS STHD14 EMBEDDED STRAP (OR HTT5 IF NOTED) CONCRETE FOOTING PER FOUNDATION PLAN U C � II� c � 0 0 LO W J uu 1—m 00 CN N m N c n E J O LL U = ` lTv^J _ u E O Z O ' Ocn vOi W Y a) 0 N Q E W -0 Q c rTl W N O = N _ L W O N O U =D � C/) � N uu ^ 0 CD cmW cc N � c cu Z 0 w w ��/) V rTl <c) C'� Lu W < 7CO 0_ H— � C/) �� O 67 CO Q 00 -0 't IN FLORIDA C.A. NUMBER: 25846 N S E % O o� C a > • 7" O •. Q : C E n� tfirnnu� `o 08-24-17 FLOYD S. SIMPSON, PE cu E FL PE No. 50791 `O cv -o a c ca ml c a� � 0 0 -o J c c coEu W O U Z W cu ��/) V O E Lu W o U u - Z LL a� O � O L Q 0 Q C z LLI a, w O J U a� JOB NUMBER COUNTY. a' 17-0224 DUVAL w Ya" = T-0" (U.O.N.) DO NOT SCALE THIS DRAWING = RELEASE DATE: 08-24-17 ci c (D DRAWN BY: a) JCG-DJM c -� CHECKED BY: c MJ_B-FSS W TITLE. ,' DETAILS = anrri 0I S D�4 N O Door Schedule First Floor Type Mark Type Description Level I Width I Rough Height7 Rough Width I Hardware Comments 1A 32" x 96" white Sliding 1 st Floor 21-8" 8'- 0 1/2" 9'- 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1258 1A 32" x 96" white Patio Door 1 st Floor Z-811 3' - 0" 6'- 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get-file.aspx?fid=1258 1A 32" x 96" white 22 1 st Floor 21- 8" 6' - 0" 31-01' 6'- 0 1/2" 3' - 0 3/4" 1A: 3 113 32" x 96" Sliding 1 st Floor 21-8" 8'- 0 1/2" 9'- 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1258 1 B 32" x 96" Patio Door 1 st Floor 21-8" 3' - 0" 6'- 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get-file.aspx?fid=1258 113: 2 8 18.x9' 1st Floor 9'-0" 8:1 9 16 x 8 1 st Floor 9:1 21 32" x 80" white Sliding 1st Floor 21-811 8'- 0 1/2" 9'- 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1258 21 32" x 80" white Patio Door 1st Floor 2' - 8" 3' - 0" 6'- 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get-file.aspx?fid=1258 21 32" x 80" white 22 1st Floor Z-811 6' - 0" 31-01' 6'- 0 1/2" 3' - 0 3/4" 21 32" x 80" white 1 1st Floor 21-811 1st Floor 61-0" 3'-0" 6'- 0 1/2" 21: 4 24 36" x 96" 1st Floor 31-011 24 36" x 96" 1 st Floor 31-011 24: 2 28 3x3 x3 sliding Sliding 1st Floor 9'- 0" 8'- 0 1/2" 9'- 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1258 21 door 8' Patio Door 1st Floor 6' - 0" 3' - 0" 6'- 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get-file.aspx?fid=1258 28:1 30 3x4 sliding door 8' Sliding 1st Floor 12' - 0" 8'- 01/2" 12' - 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1258 21 82" x 96" Patio Door 1st Floor 6' - 0" 3' - 0" 6'- 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get-file.aspx?fid=1258 30:1 93 Closet Opening 1st Floor 1 st Floor 01-011 80-011 6' - 10" http://pro.windsorwindows.com/get file.aspx?fid=1258 21 82" x 96" 1 1st Floor 6' - 0" 3' - 0" 6'- 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get-file.aspx?fid=1258 93:1 Grand total: 16 Window Schedule First Floor Rough Rough Type Mark Count Level Height Width Height Width Specification Hardware 22 1 1st Floor 6' - 0" 3' - 0" 6'- 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1258 21 22 1 1st Floor 6' - 0" 3' - 0" 6'- 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get-file.aspx?fid=1258 21 32" x 80" white 22 1 1st Floor 6' - 0" 31-01' 6'- 0 1/2" 3' - 0 3/4" http://pro.windsorwindows.com/get file.aspx . fid=1258 32" x 80" white 1 22 1 1st Floor 61-0" 3'-0" 6'- 0 1/2" 3' - 0 3/4" hftp://pro.windsorwindows.com/qet-file.aspx?fid=1258 1 2nd Floor 22 1 1st Floor 61-01' 31-011 6'- 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1258 2nd Floor 2'- 8" 22 1 1st Floor 6' - 0" 31-011 6'- 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get file.aspx?fd=1258 2'- 8" 5'- 0 1/2" 22 1 1st Floor 6-011 3' - 0" 6'- 0 1/2" 3' - 0 3/4" http://pro.windsorwindows.com/get_file.aspx?hd=1258 6- 0 1/2" 13'- 0 3/4" 22 1 1st Floor 6-011 3'-0" 6' - 0 1/2" 3' - 0 3/4" http://pro.windsorwindows.com/get frle.aspx?fd=1258 3'- 0 3/4" http://pro.windsorwindows.com/get_file.aspx?fid=1258 22 1 1st Floor 61-0" 3' - 0" 6'- 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1258 22: 9 - 25 1 1st Floor 1' - 4" 4'-011 V- 4 1/2" 4'- 0 3/4" http://pro.windsorwindows.com/get_file.aspx?fid=1258 25 1 1st Floor 11-411 4'-0" 1' - 4 1/2" 4' - 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1258 25 1 1st Floor 1' - 4" 4'-011 V- 4 1/2" 4' - 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1258 25: 3 30 1 1st Floor 7'-0" &-011 7'- 0 1/2" 3' - 0 3/4" hftp://pro.windsorwindows.com/get_file.aspx.?fid=1 258 30 1 1 st Floor 7'-0" 31-0" 7' - 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get file.aspx . fid=1258 30 1 1st Floor 71-0" 31-01' 7' - 01/2" 3'- 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1258 30: 3 31 1 1st Floor 41-411 31-011 4'- 4 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1274 21 31 1 1st Floor 4' - 4" 31-011 4'- 4 1/2" 3'- 0 3/4" hftp://pro.windsorwindows.com/get file.aspx?fid=1274 21 32" x 80" white 31 1 1st Floor 41-41' 3' - 0" 4'- 4 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get_file. aspx2hd=1274 32" x 80" white 1 31: 3 Grand total: 18 Door Schedule Second Floor Type Mark Type Count Level Width Rough Height Rough Width Specification Hardware 15 60" x 80" 2 1 2nd Floor 5' - 0" 15:1 21 32" x 80" white 1 2nd Floor 2'- 8" 7'- 0 1/2" 9'- 0 3/4" http://pro.windsorwindows.com/get_file.aspx?fid=1295 21 32" x 80" white 1 2nd Floor 2'- 8" 6' - 10" 6' - 10" Width Specification 21 32" x 80" white 1 2nd Floor 2'- 8" 7'- 0 1/2" 9'- 0 3/4" http://pro.windsorwindows.com/get_file.aspx?fid=1295 21 32" x 80" white 1 2nd Floor 2'- 8" 5'- 0 1/2" 3' - 0 3/4" hftp://pro.windsorwindows.com/get_file.aspx.?fid=l 274 21 32" x 80" white 1 2nd Floor 2'- 8" 6' - 10" 6'- 10" http://pro.windsorwindows.com/get frle.aspx?gd=1274 21 32" x 80" white 1 2nd Floor 2'- 8" 5'- 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get file.aspx?.fid=1274 21 32" x 80" white 1 2nd Floor 2'- 8" 5'- 0 1/2" 3' - 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1274 21 32" x 80" white 1 2nd Floor 2' - 8" 6- 0 1/2" 13'- 0 3/4" http://pro.windsorwindows.com/get_file. aspx?fid=1274 21: 8 25 28" x 80" white 2 1 2nd Floor 2'- 4" 7'- 0 1/2" 9'- 0 3/4" http://pro.windsorwindows.com/get_file.aspx?fid=1295 25 28" x 80" white 2 1 2nd Floor 2'- 4" 6' - 10" 6' - 10" Width Specification 25 28" x 80" white 2 1 2nd Floor 2'- 4" 7'- 0 1/2" 9'- 0 3/4" http://pro.windsorwindows.com/get_file.aspx?fid=1295 25 28" x 80" white 2 1 2nd Floor 2' - 4" 5'- 0 1/2" 3' - 0 3/4" hftp://pro.windsorwindows.com/get_file.aspx.?fid=l 274 25:4 26 24" x 80" white 3 11 12nd Floor 2' - 0" 26:1 31 3x3 x3 sliding 1 2nd Floor 9'- 0" 7'- 0 1/2" 9'- 0 3/4" http://pro.windsorwindows.com/get_file.aspx?fid=1295 95 door 7' 1 2nd Floor 0' - 0" 6' - 10" 6' - 10" Width Specification 31 3x3 x3 sliding 1 2nd Floor 9'- 0" 7'- 0 1/2" 9'- 0 3/4" http://pro.windsorwindows.com/get_file.aspx?fid=1295 27 door 7' 2nd Floor 5' - 0" 31-011 5'- 0 1/2" 3' - 0 3/4" hftp://pro.windsorwindows.com/get_file.aspx.?fid=l 274 31: 2 95 Closet Opening 82" x 82"(8' Celiling) 1 2nd Floor 0' - 0" 6'- 10" 6' - 10" Rough 95 Closet Opening 1 2nd Floor 0' - 0" 6' - 10" 6' - 10" Width Specification Hardware 82" x 82"(8' 2nd Floor 5' - 0" 31-011 5'- 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1274 27 Celiling) 2nd Floor 5' - 0" 31-011 5'- 0 1/2" 3' - 0 3/4" hftp://pro.windsorwindows.com/get_file.aspx.?fid=l 274 95 Closet Opening 1 2nd Floor , 0' - 0" 6' - 10" 6'- 10" http://pro.windsorwindows.com/get frle.aspx?gd=1274 27 82" x 82"(8' 2nd Floor 5' - 0" 3'-0" 5'- 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get file.aspx?.fid=1274 27 Celiling) 2nd Floor 5' - 0" 31-011 5'- 0 1/2" 3' - 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1274 95: 3 Grand total: 19 I Window Schedule Second Floor 1 2nd Floor V- 4" 41-011 V- 4 1/2" V- 4 1/2" Rough Rough 25 Type Mark Count' Level Height Width Height Width Specification Hardware 25 1 2nd Floor V- 4" 41-011 V- 4 1/2" V- 4 1/2" 4'- 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1258 25 1 2nd Floor 1' - 4" 41-010 4' - 0 3/4" httD:Hpro.windsorwindows.com/get file.aspx?hd=1258 http://pro.windsorwindows.com/get file.aspx?.fid=1274 25: 2 27 1 2nd Floor 5' - 0" 31-011 5'- 01/2" 3'- 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1274 27 1 2nd Floor 5' - 0" 3'-0" 5'- 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get file.aspx?.fid=1274 27 1 2nd Floor 5' - 0" 31-011 5'- 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1274 27 1 2nd Floor 5' - 0" 31-011 5'- 0 1/2" 3' - 0 3/4" hftp://pro.windsorwindows.com/get_file.aspx.?fid=l 274 27 1 2nd Floor 5' - 0" 3'-011 5'- 0 1/2" 3' - 0 3/4" http://pro.windsorwindows.com/get frle.aspx?gd=1274 27 1 2nd Floor 5' - 0" 3'-0" 5'- 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get file.aspx?.fid=1274 27 1 2nd Floor 5' - 0" 31-011 5'- 0 1/2" 3' - 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1274 27 1 2nd Floor 5'- 0" 31-0" 6- 0 1/2" 13'- 0 3/4" http://pro.windsorwindows.com/get_file. aspx?fid=1274 27: 8 28 1 2nd Floor 5' - 0" 31-011 5'- 0 1/2" 3' - 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1258 28 1 2nd Floor 5' - 0" 31-011 5'- 0 1/2" 3' - 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1258 28 1 2nd Floor 5' - 0" 3' - 0" 5'- 0 1/2" 3' - 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1258 28 1 2nd Floor 5' - 0" 31-01' 5'- 0 1/2" 3' - 0 3/4" http://pro.windsorwindows.com/get file.aspx?gd=1258 28 1 2nd Floor 5' - 0" 31-011 5'- 0 1/2" 3' - 0 3/4" hftp://pro.windsorwindows.com/get-file.aspx?fid= 1258 28 1 2nd Floor 5' - 0" 31-01' 5'- 0 1/2" 3' - 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1258 28 1 2nd Floor 5' - 0" 31-01' 5'- 0 1/2" 3' - 0 3/4" http://pro.windsorwindows.com/get file.aspx?gd=1258 28 1 2nd Floor 5' - 0" 3'-0" 5' - 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get file. aspx?fid=1258 28 1 2nd Floor 5' - 0" 3'-0" 5'- 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get_file.aspx?fid=1258 28: 9 29 1 2nd Floor 3' - 0" 21-0" 3'- 0 1/2" 2'- 0 3/4" http://pro.windsorwindows.com/get file.aspx?hd=1258 29 1 2nd Floor 3'- 0" 21-011 3' - 0 1/2" 2'- 0 3/4" http://pro.windsorwindows.com/geLfile.aspx?fid= 29 1 2nd Floor 3' - 0" 21-01' 3'- 0 1/2" 2' - 0 3/4" http://pro.windsorwindows.com/get file .aspx?fid=1258 29: 3 31 12nd Floor 4' - 4" 3' - 0" 4' - 4 1/2" 3' - 0 3/4" http://pro.windsorwindows.com/get file. aspx?fid=12 4 31: 1 32 1 2nd Floor 4'- 0" 3' - 0" 4' - 0 1/2" 3'- 0 3/4" hftp://pro.windsorwindows.com/geLfile.aspx?fid= 8 TEMPERED 32 1 2nd Floor 4' - 0" 3' - 0" 4' - 01/2" 3'- 0 3/4" http://pro.windsorwindows.com/geLfile.aspx?fid=l 8 TEMPERED 32: 2 Grand total: 25 ., REVISION DATE �_ Za -2 SIGNED OFFICE COPY 4800 Beach Blvd. #1 Jacksoneville, Florida. 32207 904.434.8852 info@domohomes.com domohomes. com CBC 1256941 Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail No. Desoription Date Dimitroff Residence 1095 Tulip Street Atlantic Beach, FL. Schedules Project number 01-2018 Date 01/30/2018 Drawn by Author Checked by Checker A103 Scale b A -- M t 1 N - - - - - - - - - - - A109 A111 2 v 00 b v 2nd Floor 1/4" = 1'-0" 1111� 1 A107 I I I I I I I 24'-6 3/4" 12'-4 1/4" 5'-4 1/2" 6-10" I I 2'-6" 4'-9 1/4" 3-5" 4'-2" 2'-7 3/4" 7-8 3/4" 2'-1" 4'-9" I I I I _ _ I I I 27 27 1 25- [31] 2 A107 A110 I 2 , I I I I I I I I T-11" 7'-71/8" M=TAL RAILING PER PLAN (INTERIOR) Egress windows I p b I I � v -0' 4"(Relative EI.) I 31 1 Bathroom 1 x 2 A108 I I I I 84'-5" I I I 36-2 3/4" I I 9'-4 1/4" I I I I I I I I I 4'-11 3/4" 6-43/4" I, 4'-11 3/4" 1 A108 I I I I I _ I I T-8 1/2" 7'-8 1/2" I I -1 5/8" 3'-5" 2'-1 7/8" , 4'-8 1/4" I I I I I I I �32 1 (�32� TEMPERED TEMPERED GLASSY GLASS I I I I 0' - 0"(Relative EL) U Bedroom 1 I - M - i 1 I 00 I I I I 25 I (_21 I (: a I EQ EQ Storage Play Area i / 25 25 25 r I 0 4'-21/2" CV Egress windows Bathroom 2 I � M II ' LO 28 28 2 -4 3/4" I � M 3-53/4" 3'-5" 10'-10 1/2" 101-101/2, 3-11 3/4" I 25 I I I I I I I I 3 7 3/4" 3-0" I 6-7 3/4" I I I I I I 7-6" Bedroom 3 Egress windows - 27 X28 X28 4'-13/4" 3-5" 11'-11 1/4" 18'-7" 4'-4 1/2" Open to Below � i� v —DNI I I --- ---- , Master Bathroom 1 Master Bedroom , 2121 --- --- q I N I I I I I INTERIOR)— , - - 21 --- --- - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - -I- - - - ----� --- I b I 0'- 0"(Relative EI.) M -- --� I31 I --- Nursery Room -0'- 4"(Relative EI.) I Egress windows Her Closet I I b Egress windows I I b I METAL RAILING PER PLAN (INTERIOR) ILISk 2911 I 28 I 2 8 I I i I I I _------ __ !I I I -41/2" -11 3-5" 2-8 1/4" 2'-6" '-5 1/4" 7'-0 3/4" 7'-0-3/4" 4-10" 4'-8" 4'-8" 4'-10" I I I 8'-5 3/4" 4'-11 1/4" 00 14'-1 1/2" 9'-6" 00,I 9'-6" I I I 8'-5 3/4" 4'-111/4" 114-1 1/2" 19'-0" 1 I I I I I I 86-11" I I I I I I I I 15'-11" 15'-11" 0. 11'-2 3/4" Closet 0' - 0"(Relative EI.) 28 Nip -0'- 4"(Relative EI.) 5'-4 3/8" 10'-11" 6-6 3/4" I q -b - - co N b c� 1 A111 NOTES: REVISION� 1. FOR FIRST FLOOR EXTERIOR WALLS PROVIDE 2X6 WOOD STUDS BP# &Sly cw-7 OF MIN. GRADE SPF #2 (UP TO 14'). SPACED 16" O.C. (SEE S-1). DATE._ 2. FOR SECOND FLOOR EXTERIOR WALLS PROVIDE 2X6 WOOD STUDS SIGNED i'✓� OF MIN. GRADE SPF #2 (UP TO 14'). SPACED 16" O.C. (SEE S-1). 3. SEE SHEET S2 (FOUNDATION ! WALL PLAN) FOR INTERIOR SHEARWALLS 4. SEE SHEET S2 (FOUNDATION / WALL PLAN) FOR STUD CLUSTERS PLACEMENT BELOW BEAMS AND GIRDERS S.GUARDRAILS SHALL FORM A VERTICAL PROTECTIVE BARRIER NOT LESS THAN 42" HIGH. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A 4" DIA. SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34". A BOTTOM RAIL OR CURB SHALL BE PROVIDED THAT WILL REJECT THE PASSAGE OF 2" DIA. SPHERE. DIMENSIONS NOTE: 1. ALL EXTERIOR WALLS ARE DIMENSIONED TO EXTERIOR STUD FACE 2. ALL INTERIOR WALLS ARE DIMENSIONED TO CENTER LINE OF WALL STUDS OFFICE COPY C�O�1Q, Inc. Design & Build 4800 Beach Blvd. #1 Jacksoneville, Florida. 32207 904.434.8852 info@domohomes.com domohomes. com CBC 1 256941 Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail No. Description Date Dimitroff Residence 1095 Tulip Street Atlantic Beach, FL. Second Floor Plan View Project number 01-2018 Date 01/30/2018 Drawn by Author Checked by Checker A105 Scale I I C14 77 _ 1, AG 5-7" I o I 21 ( 0 I 21 6-11 3/4.1-- -' 7'-4 3/4" 4'-6" 21 I09 1 1 18'-0 1/2" <'? I METAL RAILING PER PLAN - - - - - - - - - - -NiI - - - - - - - - - - - - - - - - - - - - - - - - - - 21 T-9 1/4" 3'-5" _ _ Bedroom 2 I M 25 25 r I 0 4'-21/2" CV Egress windows Bathroom 2 I � M II ' LO 28 28 2 -4 3/4" I � M 3-53/4" 3'-5" 10'-10 1/2" 101-101/2, 3-11 3/4" I 25 I I I I I I I I 3 7 3/4" 3-0" I 6-7 3/4" I I I I I I 7-6" Bedroom 3 Egress windows - 27 X28 X28 4'-13/4" 3-5" 11'-11 1/4" 18'-7" 4'-4 1/2" Open to Below � i� v —DNI I I --- ---- , Master Bathroom 1 Master Bedroom , 2121 --- --- q I N I I I I I INTERIOR)— , - - 21 --- --- - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - -I- - - - ----� --- I b I 0'- 0"(Relative EI.) M -- --� I31 I --- Nursery Room -0'- 4"(Relative EI.) I Egress windows Her Closet I I b Egress windows I I b I METAL RAILING PER PLAN (INTERIOR) ILISk 2911 I 28 I 2 8 I I i I I I _------ __ !I I I -41/2" -11 3-5" 2-8 1/4" 2'-6" '-5 1/4" 7'-0 3/4" 7'-0-3/4" 4-10" 4'-8" 4'-8" 4'-10" I I I 8'-5 3/4" 4'-11 1/4" 00 14'-1 1/2" 9'-6" 00,I 9'-6" I I I 8'-5 3/4" 4'-111/4" 114-1 1/2" 19'-0" 1 I I I I I I 86-11" I I I I I I I I 15'-11" 15'-11" 0. 11'-2 3/4" Closet 0' - 0"(Relative EI.) 28 Nip -0'- 4"(Relative EI.) 5'-4 3/8" 10'-11" 6-6 3/4" I q -b - - co N b c� 1 A111 NOTES: REVISION� 1. FOR FIRST FLOOR EXTERIOR WALLS PROVIDE 2X6 WOOD STUDS BP# &Sly cw-7 OF MIN. GRADE SPF #2 (UP TO 14'). SPACED 16" O.C. (SEE S-1). DATE._ 2. FOR SECOND FLOOR EXTERIOR WALLS PROVIDE 2X6 WOOD STUDS SIGNED i'✓� OF MIN. GRADE SPF #2 (UP TO 14'). SPACED 16" O.C. (SEE S-1). 3. SEE SHEET S2 (FOUNDATION ! WALL PLAN) FOR INTERIOR SHEARWALLS 4. SEE SHEET S2 (FOUNDATION / WALL PLAN) FOR STUD CLUSTERS PLACEMENT BELOW BEAMS AND GIRDERS S.GUARDRAILS SHALL FORM A VERTICAL PROTECTIVE BARRIER NOT LESS THAN 42" HIGH. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A 4" DIA. SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34". A BOTTOM RAIL OR CURB SHALL BE PROVIDED THAT WILL REJECT THE PASSAGE OF 2" DIA. SPHERE. DIMENSIONS NOTE: 1. ALL EXTERIOR WALLS ARE DIMENSIONED TO EXTERIOR STUD FACE 2. ALL INTERIOR WALLS ARE DIMENSIONED TO CENTER LINE OF WALL STUDS OFFICE COPY C�O�1Q, Inc. Design & Build 4800 Beach Blvd. #1 Jacksoneville, Florida. 32207 904.434.8852 info@domohomes.com domohomes. com CBC 1 256941 Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail No. Description Date Dimitroff Residence 1095 Tulip Street Atlantic Beach, FL. Second Floor Plan View Project number 01-2018 Date 01/30/2018 Drawn by Author Checked by Checker A105 Scale INDICATES PROJECT LOCATION Florida Building Code - Building 6th Edition Florida Building Code - Plumbing 6th Edition Florida Building Code - Mechanical 6th Edition National Electrical Code - 2014 Edition The structure shall comply with Atlantic Beach zoning ordinances and current construction codes. Occupancy Class R-3 Single Family SQUARE FOOTAGE INFORMATION: t•Obs ®Imlfe mop 1 I ±I Jj L � =_ 1 � -I Dimitroff Residence 1095 Tulip Street City of Atlantic Beach, Florida • CONDITIONED SPACE FIRST FLOOR 1,926 SF s Jack JackFlorida. 32207 • CONDITIONED SPACE SECOND FLOOR 1,990 SF info@domohomes.com domohomes.com • CONDITIONED SPACE THIRD FLOOR 0.0 SF • UNCONDITIONED SPACE 688.0 SF • UNENCLOSED SPACE 0.0 SF • LOT AREA (EXCLUDING WETLANDS AND BODIES OF WATER) 10,044 SF Sheet Sheet Name A100 Cover STRUCTURE HEIGHT AND # OF STORIES: A101 Site Plan A102 Gross Area and Rooms MAXIMUM BER OFTHESTRUCTURE IN FT NUMOFF STORIES 271011 " A103 Schedules A104 First Floor Plan View A104.1 First Floor Roof Plan TYPE OF CONSTRUCTION AND DESIGN CRITERIA- SPECIFIED BY THE ENGINEER OF RECORD A105 Second Floor Plan View A105.1 Second Floor Roof Plan ARCHITECTURAL DESIGN - Sead Hadzic (DOMO, INC.) A107 Sections STRUCTURAL ENGINEER - Floyd S. Simpson, PE (Hulsberg Engineering) A108 Sections A109 Sections A110 Elevations A111 Elevations A111.1 Elevations - Color A113 Details A114 Stucco Finish Details A115 Nichiha Arch Panels Details A116 Window Flashing Details A117 Waterproof / Flashing Details E101 First Floor E102 Second Floor S1 General Notes S2 Foundation Plan S3 Wall Layout - First Floor S4 Wall Layout - Second Floor S5 Roof Truss & Floor Layout S6 Roof Truss Layout S7 Tie -Down Layout - First Floor S8 Tie -Down Layout - Second Floor S9 Parapet wall Details SD1 Foundation Details SD2 Sections & Details 1 SD3 Sections & Details 2 SD4 Details MCDM40 i n C. Beach Blvd. 1 Beach s Jack JackFlorida. 32207 904.434.8852 Design & Build info@domohomes.com domohomes.com CBC 1 256941 BOUNDARY SURVEY Legal Description as furnished: Lots 1 & 2, Block 177, Section "H" ATLANTIC BEACH, according to the plat thereof as recorded in Plat Book 18, Page 34. of the ptiblic records of Duval County. Florida. O O O z S89 °5_9'41 " 50. 00 BLOCK C,QRNER FND 1/2 IRON _ 23.3' FND 1/2" IRON PIPE NO NUMBER BLOCK CORNER PIPE NO NUMBER - CONCRETE — — - FND 1/2" IRON P = PLAT I PIPE NO NUMBER I I - DEEDED O - CALCULATED w O O a a P.R.C. 0L.Lj 13 CS Uj�r� I LU o N = CONCRETE MONUMENT P.C.P. - PERMANENT CONTROL POINT J (n F— z P.O.C. Q Of - PERMANENT REFERENCE MONUMENT O < CL o I.R. IRON ROD a O �- I O cv �I RIGHT OF WAY R O O O z S89 °5_9'41 " 50. 00 --->F— _ 23.3' FND 1/2" IRON - COVERED AREA PIPE NO NUMBER - CONCRETE 0.7' SOUTH (I P = PLAT I - MEASURED I I - DEEDED O - CALCULATED P.C. O P.C.C. a a P.R.C. Wks 13 - POINT OF INTERSECTION Uj�r� I LU o N = CONCRETE MONUMENT P.C.P. - PERMANENT CONTROL POINT J (n F— z P.O.C. Q Of - PERMANENT REFERENCE MONUMENT I.P. < CL o I.R. IRON ROD a O �- I Q O I` Q Il O 0 O I I I I 23.3' Legend: Basis of Bearing: l .Bearings shown hereon are based on the EASTER.LI rAv line of Tulip Street, being N00'00'00"E, assumed SURVEY NOT TO SCALE FND 1/2" IRON PIPE NO NUMBER SET IRC 1 /2" LB#8086 FND 1/2" IRON PIPE NO NUMBERO S89 °59'41 "W 204.00' UNIMPROVED RIGHT OF WAY N89 °59'41 "E 103.66' 170984E 0000 V A C A N T 589 °59'41 "W 103.66' PARCEL ID 0 170985 000 Address: 0 Tulip Street Atlantic Beach, Florida 32233 NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL AND/OR THIS MAP IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. DJEW110 S011TIff SVW 3 wrrjvcr P.O. Box 90232 Lakeland, Fl. 33804-0232 (Cell) 863-595-8429 - (Fax) 863-213-4661 deepsouthsurveying@D, gmai 1. corn HEREBY CERTIFY T'HAT 7HI3 SL1RI&Y IS A TRUE AND CORRECT 1PRESENTATIOM OF A SURYEY BREP°AR UNDER Wf DIRECTION. 08/29/2016 Richard F. 3erg, PSNI :95885���� NOT VAUD 'MTMrCT AN.AUTHENTICATED ELECTRONIC 5"ATUFiE AYO AUTHEN11CATFO ELECTRONIC SEAL AND/OR THIS MAP. ISNOT VALID WTHOU, THE S13NATURE AND THE ORIGINAL RAISED SEAL OF A FLOMA UCZE rSED SUkVEYOR AND MAPPER, fi, SET IRC 1/2" C1LB#8086 O O N PARCEL ID 170989 0009 0 0 0 O O SET IRC 1/2" LB#8086 Certified to/ for the exclusive use of: Chem L. Dimitroff Coastline Home Mortgage Hillcrest Title and Tnist LLC First American Title Insurance Company Surveyor's Notes: 1. The surveyor has not abstracted the land shown hereon for easements, right of way, or restrictions of record which may affect the title or use of the land. There may be additional easements and restrictions that are not shown on this survey, but may be found in the public records of this county. 2 No underground improvements have been located except as shown. 3. The property shown hereon appears to lie in both Zone "X" an area outside of and Zone "AE" (BFE=5') an area of 100 year flooding, according to FIRM Map Number 12031CO408H. dated 0610312013. The surveyor makes no guarantees as to the above statement. Contact your local floodplain official or F.E.M.A. agent for verification. 4 The survey shown hereon was conducted without the benefit of a current title commitment. 5. This surveyor did not review the covenants and restrictions of the plat named in the legal description shown above. THE FLOOD DATA PROVIDED IS FOR INFORMATIONAL PURPOSES ONLY. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION PROVIDED. THE LOCAL F.E.M.A. AGENCY SHOULD BE CONTACTED FOR VERIFICATION, This Survey is intended for mortgage or refinance purposes only. Exclusively for this used by those to whom it is certified. This Survey is not to be used for Construction, permitting, design, or any other use without the written consent of DEEP SOUTH SURVEYING, LLC, PHOTOCOPYING FORBIDDEN. COPYRIGHTED SUVEY F ERLD DATE: 08//26/02016 1 SHEET NO.: ' REVIEWED BY: R.F.B. O� SURVEYED BY: R.L. DRAWN BY: S_D.B. AREA COVERAGE: LAND 1244 SF BUILDING 2614 SF PATIO/ENTRANCE 212 SF DRIVEWAY & WALKWAY 740 SF TOTAL IMPERVIOUS AREA 3566 SF (28.6%) North U U 1 U LU 'FU COMMUNITY DEVELOPMENT APPROVED 101`4MMICII, Inc. Design & Build 4800 Beach Blvd. #1 Jacksoneville, Florida. 32207 904.434.8852 info@domohomes.com domohomes.com CBC1 256941 Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail No. Description Date Dimitroff Residence 1095 Tulip Street Atlantic Beach, FL. Site Plan Project number 01-2018 Date 01/30/2018 Drawn by Author Checked by Checker A101 Scale WOOD FENCE --->F— CHAIN UNK FENCE VINYL FENCE - COVERED AREA - CONCRETE — ASPHALT P = PLAT M - MEASURED D - DEEDED C - CALCULATED P.C. POINT OF CURVATURE P.C.C. = POINT OF COMPOUND CURVATURE P.R.C. = POINT OF REVERSE CURVATURE P•1• - POINT OF INTERSECTION P.T. - POINT OF TANGENCY C.M. = CONCRETE MONUMENT P.C.P. - PERMANENT CONTROL POINT P.O.B. — POINT OF BEGINNING P.O.C. = POINT OF COMMENCEMENT P.R.M. - PERMANENT REFERENCE MONUMENT I.P. = IRON PIPE I.R. IRON ROD = NAIL AND DISK = CENTER UNE R RIGHT OF WAY R = RADIUS L - ARC LENGTH a - CENTRAL ANGLE C.D. - CHORD DISTANCE C.B. - CHORD BEARING FND - FOUND PG. - PAGES P.B. = PIAT BOOK DU E. DRAINAGE AND UTILITY EASEMENT D.E. = DRAINAGE EASEMENT U.. - UTILITY EASEMENT A/C AIR CONDITIONER C�SC — CO SLAB C NNCRETE = CONCRETE YE - POOL EQUIPMENT EENNC. - ENCROACHMENT O.R. — OFFICIAL RECORD LB = LICENSED BUSINESS O.H.L. - OVERHEAD LINES CATV - CABLE TV RAISER BLK. BLOCK C.B.W. — CONCRETE BLOCK WALL COPD. - COVERED AR' - AIR (.nNnI'nrWFn Basis of Bearing: l .Bearings shown hereon are based on the EASTER.LI rAv line of Tulip Street, being N00'00'00"E, assumed SURVEY NOT TO SCALE FND 1/2" IRON PIPE NO NUMBER SET IRC 1 /2" LB#8086 FND 1/2" IRON PIPE NO NUMBERO S89 °59'41 "W 204.00' UNIMPROVED RIGHT OF WAY N89 °59'41 "E 103.66' 170984E 0000 V A C A N T 589 °59'41 "W 103.66' PARCEL ID 0 170985 000 Address: 0 Tulip Street Atlantic Beach, Florida 32233 NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL AND/OR THIS MAP IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. DJEW110 S011TIff SVW 3 wrrjvcr P.O. Box 90232 Lakeland, Fl. 33804-0232 (Cell) 863-595-8429 - (Fax) 863-213-4661 deepsouthsurveying@D, gmai 1. corn HEREBY CERTIFY T'HAT 7HI3 SL1RI&Y IS A TRUE AND CORRECT 1PRESENTATIOM OF A SURYEY BREP°AR UNDER Wf DIRECTION. 08/29/2016 Richard F. 3erg, PSNI :95885���� NOT VAUD 'MTMrCT AN.AUTHENTICATED ELECTRONIC 5"ATUFiE AYO AUTHEN11CATFO ELECTRONIC SEAL AND/OR THIS MAP. ISNOT VALID WTHOU, THE S13NATURE AND THE ORIGINAL RAISED SEAL OF A FLOMA UCZE rSED SUkVEYOR AND MAPPER, fi, SET IRC 1/2" C1LB#8086 O O N PARCEL ID 170989 0009 0 0 0 O O SET IRC 1/2" LB#8086 Certified to/ for the exclusive use of: Chem L. Dimitroff Coastline Home Mortgage Hillcrest Title and Tnist LLC First American Title Insurance Company Surveyor's Notes: 1. The surveyor has not abstracted the land shown hereon for easements, right of way, or restrictions of record which may affect the title or use of the land. There may be additional easements and restrictions that are not shown on this survey, but may be found in the public records of this county. 2 No underground improvements have been located except as shown. 3. The property shown hereon appears to lie in both Zone "X" an area outside of and Zone "AE" (BFE=5') an area of 100 year flooding, according to FIRM Map Number 12031CO408H. dated 0610312013. The surveyor makes no guarantees as to the above statement. Contact your local floodplain official or F.E.M.A. agent for verification. 4 The survey shown hereon was conducted without the benefit of a current title commitment. 5. This surveyor did not review the covenants and restrictions of the plat named in the legal description shown above. THE FLOOD DATA PROVIDED IS FOR INFORMATIONAL PURPOSES ONLY. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION PROVIDED. THE LOCAL F.E.M.A. AGENCY SHOULD BE CONTACTED FOR VERIFICATION, This Survey is intended for mortgage or refinance purposes only. Exclusively for this used by those to whom it is certified. This Survey is not to be used for Construction, permitting, design, or any other use without the written consent of DEEP SOUTH SURVEYING, LLC, PHOTOCOPYING FORBIDDEN. COPYRIGHTED SUVEY F ERLD DATE: 08//26/02016 1 SHEET NO.: ' REVIEWED BY: R.F.B. O� SURVEYED BY: R.L. DRAWN BY: S_D.B. AREA COVERAGE: LAND 1244 SF BUILDING 2614 SF PATIO/ENTRANCE 212 SF DRIVEWAY & WALKWAY 740 SF TOTAL IMPERVIOUS AREA 3566 SF (28.6%) North U U 1 U LU 'FU COMMUNITY DEVELOPMENT APPROVED 101`4MMICII, Inc. Design & Build 4800 Beach Blvd. #1 Jacksoneville, Florida. 32207 904.434.8852 info@domohomes.com domohomes.com CBC1 256941 Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail No. Description Date Dimitroff Residence 1095 Tulip Street Atlantic Beach, FL. Site Plan Project number 01-2018 Date 01/30/2018 Drawn by Author Checked by Checker A101 Scale E Gu 79 SFS Office 177 SF Livina Area 1 st Floor Building Area Legend Garage ElLiving Area 1st Floor Guest Room 203 SF DW I REF. DW Kitchen 177 SF Living/Family R T --- W___4 I 1926 SFa== Area Type Gue t Bathroom Guest Room III IF=== Hallway Ir=== 680 SF IIk=== Gross Building Area IL___ Livin I11 Ir = Gross Building Area Offic 1�=a= Ilr---9 Pantr,y ; Powc III Dinning Ir I� Building Area Legend Garage ElLiving Area 1st Floor Guest Room 203 SF DW I REF. DW Kitchen 177 SF Living/Family R T --- W___4 I e Area Type Gue t Bathroom Guest Room 84 SF Hallway Her Closet 680 SF Kitchen Gross Building Area Master Bathroom Livin /Family Room Gross Building Area Offic Living Area 1 st Floor Ilr---9 Pantr,y ; Powc er Room Dinning Stor Or Room I===� 202 SF M WH, WP `................. M211 Powder Room 30 SF Pantry 48 SF Hallway 41 SF �I EZI StoragewH 98 SF wP Garage 648 SF Room Legend I L Din g Room Building Area Legend Balcony Living Area 2nd Floor Bathroom Area Schedule (Gross Building) Gara e Area Type Gue t Bathroom Guest Room 84 SF Hallway Her Closet Balcony Kitchen Gross Building Area Master Bathroom Livin /Family Room Gross Building Area Offic Living Area 1 st Floor El Pantr,y ; Powc er Room Stor ge Building Area Legend Balcony Living Area 2nd Floor Bathroom Area Schedule (Gross Building) NameArea Gross Building Area Area Type Comments Bedroom 1 Bedroom 2 Balcony 84 SF Gross Building Area Her Closet Balcony 117 SF Gross Building Area Master Bathroom Garage 688 SF Gross Building Area Nursery Room Living Area 1 st Floor 1926 SF Gross Building Area Living Area 2nd Floor 1990 SF Gross Building Area Grand total 4805 SF Living Area Name Area Area Type Comments Living Area 1926 SF Gross Building Area Bathroom 2 1 st Floor Bedroom 1 Bedroom 2 Living Area 1990 SF Gross Building Area Her Closet 2nd Floor His Closet Master Bathroom Grand total 3915 SF COMMUNITY DEVELOPMENT APPROVED Room Legend 4800 Beach Blvd. #1 Jacksoneville, Florida. 32207 904.434.8852 info@domohomes.com domohomes.com CB01256941 Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail No. Description Date Dimitroff Residence 1095 Tulip Street Atlantic Beach, FL. Gross Area and Rooms Project number 01-2018 Date 01/30/2018 Drawn by Author Checked by Checker A102 Scale Bathroom 1 El Bathroom 2 Bedroom 1 Bedroom 2 F—Bedroom 3 L-1 Her Closet His Closet Master Bathroom CMaster Bedroom Nursery Room Play Area FIStorage 4800 Beach Blvd. #1 Jacksoneville, Florida. 32207 904.434.8852 info@domohomes.com domohomes.com CB01256941 Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail No. Description Date Dimitroff Residence 1095 Tulip Street Atlantic Beach, FL. Gross Area and Rooms Project number 01-2018 Date 01/30/2018 Drawn by Author Checked by Checker A102 Scale Door Schedule First Floor Type Mark Type Description Level Width Rough Height Rough Width Hardware Comments 1A 32" x 96" white Sliding I 1st Floor 1st Floor 2'-811 9'- 0 3/4" Rough Height Rough Width Specification 1A 32" x 96" white 22 1 st Floor 2' - 8" 61-011 3' - 0" 6' - 0 1/2" 3'- 0 3/4" 1A 32" x 96" white 22 1 st Floor 21-811 61-011 31-011 6'- 0 1/2" 3'- 0 3/4" 1A- 3 1 B 32" x 96" Sliding I 1st Floor 1 st Floor 2'-81' 9'- 0 3/4" Rough Height Rough Width Specification 1 B 32" x 96" 22 1st Floor 21-8" 61-011 3' - 0" 6' - 0 1/2" 3'- 0 3/4" 113: 2 8 8'x9' 1 1st Floor 9'-0" 8: 1 9 116x8 1st Floor 16'-0" —� 9: 1 21 32" x 80" white Sliding I 1st Floor 1 st Floor 2'-811 9'- 0 3/4" Rough Height Rough Width Specification 21 32" x 80" white 22 1 st Floor 2' - 8" 61-011 3' - 0" 6' - 0 1/2" 3'- 0 3/4" 21 32" x 8O'.`_ white 22 1 st Floor 21-811 61-011 31-011 6'- 0 1/2" 3'- 0 3/4" 21 32" x 80" white 1 1 st Floor 21-811 3' - 0" 6'- 0 1/2" 3'- 0 3/4" 6-61/2" 21: 4 24 36" x 96" 1 st Floor 3'- 0" 24 36" x 96" 1 st Floor 3' - 0" 24: 2 28 3x3 x3 sliding Sliding I 1st Floor 91-011 8' - 0 1/2" 9'- 0 3/4" Rough Height Rough Width Specification door 8' Patio Door 22 1 1st Floor 61-011 3' - 0" 28:1 30 3x4 sliding door 8' Sliding 1st Floor 12'- 0" 8'- 0 1/2" 12'- 0 3/4" Rough Height Rough Width Specification F Patio Door 22 1 1st Floor 61-011 3' - 0" 30:1 93 Closet Opening 1 st Floor 0'- 0" 8' - 0" 6'- 10" 82" x 96" 93:1 Grand total: 16 Window Schedule First Floor Type Mark Count Level Height Width Rough Height Rough Width Specification F 32" x 80" white 22 1 1st Floor 61-011 3' - 0" 6' - 0 1/2" 3'- 0 3/4" http://pro.windgorwindows.com/get file. aspx?fid=1258 http://pro.wind$orwindows.com/get file. aspx?fid= 1258 hftp://pro.vAndgorwindows.com/get file.aspx?fd=1258 http://pro.wind§orwindows.com/get file. aspx?fid= 1258 http://pro.windSorvAndows.com/get_file.aspx?fid=1258 32" x 80" white 22 1 1st Floor 61-011 31-011 6'- 0 1/2" 3'- 0 3/4" 21 22 1 1st Floor 61-011 3' - 0" 6'- 0 1/2" 3'- 0 3/4" 6-61/2" 22 1 1st Floor 6' - 0" 3' - 0" 6'- 0 1/2" 3' - 0 3/4" 5'- 0 1/2" 22 1 1st Floor 6' - 0" 31-011 6' - 0 1/2" 3'- 0 3/4" 2nd Floor 22 1 1st Floor 6' - 0" 3' - 0" 6'- 0 1/2" 3'- 0 3/4" http://pw.windsorwindows.com/get file.aspx?fid=1258 door 7' 22 1 1st Floor 6' - 0" 3' - 0" 6'- 0 1/2" T- 0 3/4" http://pro.windsorwindows.com/get file. aspx?fid=1258 28 22 1 1st Floor 61-011 31-011 6'- 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1258 Closet Opening 22 1 1st Floor 6' - 0" 31-011 6'- 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get_file. aspx?fid= 1258 22: 9 Door Schedule Second Floor Type Mark _ Type Count Level Width Rough Height Rough Width—F—_Specification Hardware -j 15 60" x 80" 2 12nd Floor 15'- 0" 15:1 21 32" x 80" white 1 2nd Floor 2' - 8" l'- 4 1/2" 1'- 4 1/2" 26 24" x 80" http://pro.Wndsorwindows.com/get_file. aspx?fid= 1258 hftp://pro.vAndsorwindows.com/get file. aspx?fid= 1258 27 21 32" x 80" white 1 2nd Floor 2'- 8" 4' - 0" l'- 4 1/2" 4'- 0 3/4" 26:1 21 32" x 80" white 1 2nd Floor 2'- 8" 31 3x3 x3 sliding 1 3' - 0" 21 32" x 80" white 1 2nd Floor 2' - 8" 9' - 0 3/4" http://pro.windsorwindows.com/get_file.aspx?fid=1295 3'- 0" 6-61/2" 21 32" x 80" white 1 2nd Floor 2'- 8" 5'- 0" 3' - 0" 5'- 0 1/2" 3'- 0 3/4" 21 32" x 80" white 1 2nd Floor 2'- 8" 3' - 0" 2nd Floor 9'- 0" http://pro.windsorwindows.com/get file. aspx?fid=1274 21 32" x 80" white 1 2nd Floor 2'- 8" 5'- 0 1/2" door 7' http://pro.windsorwindows.com/get_file.aspx?fid=1274 21 32" x 80" white 1 2nd Floor 2'- 8" 5'- 0 1/2" 28 1 31: 2 4 1. 0 25 28" x 80" white 2 __x 1 2nd Floor 2'- 4" l'- 4 1/2" 1'- 4 1/2" 26 24" x 80" http://pro.Wndsorwindows.com/get_file. aspx?fid= 1258 hftp://pro.vAndsorwindows.com/get file. aspx?fid= 1258 27 25 i§"80" white 2 1 2nd Floor 2'- 4" 4' - 0" l'- 4 1/2" 4'- 0 3/4" 26:1 25 28" x 80" white 2 1 2nd Floor 2'- 4" _2'- 31 3x3 x3 sliding 1 3' - 0" 25 28" x 80" white 2 1 2nd Floor 4" 9' - 0 3/4" http://pro.windsorwindows.com/get_file.aspx?fid=1295 3'- 0" 6-61/2" ca. � 1 1 1st Floor 1st Floor 1' - 4" 1' - 4" 4' - 0" 41-011 l'- 4 1/2" 1'- 4 1/2" 26 24" x 80" http://pro.Wndsorwindows.com/get_file. aspx?fid= 1258 hftp://pro.vAndsorwindows.com/get file. aspx?fid= 1258 27 12nd Floor 2'- 0" 1 1st Floor 1' - 4" 4' - 0" l'- 4 1/2" 4'- 0 3/4" 26:1 31-011 5' - 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=12?4 3' - 0" 31 3x3 x3 sliding 1 3' - 0" 2nd Floor 9'- 0" http://pro.windsorwindows.com/get file. aspx?fid=1274 7'- 0 1/2" 27 9' - 0 3/4" http://pro.windsorwindows.com/get_file.aspx?fid=1295 3'- 0" 6-61/2" door 7' http://pro.windsorwindows.com/get file.aspx?fid=1274 2nd Floor 27 1 2nd Floor 5'- 0" 3' - 0" 5'- 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get_file.aspx?fid=1274 1 31 3x3 x3 sliding 1 3' - 0" 2nd Floor 9'- 0" http://pro.windsorwindows.com/get file. aspx?fid=1274 7' - 0 1/2" 27 9'- 0 3/4" http://pro.windsorwindows.com/get_file.aspx?fiid=1295 3' - 0" 5'- 0 1/2" door 7' http://pro.windsorwindows.com/get_file.aspx?fid=1274 28 1 2nd Floor 51-011 3' - 0" 5'- 0 1/2" 28 1 31: 2 5' - 0" 3'- 0" 5'- 0 1/2" T- 0 3/4" http://pro.windsorwindows.com/get_file. aspx?fid=1258 95 Closet Opening 1 2nd Floor 0' - 0" 6-1011 6' - 10" 82" x 82"(8' Celiling) 95 Closet Opening 1 2nd Floor 0' - 0" 61-10" 6'-10" 82" x 82"(8' Celiling) 95 Closet Opening 1 2nd Floor 0'- 0" 6' - 10" 6'-10" 82" x 82"(8' Celiling) 95: 3 Grand total: 19 rdware - Type Mark Count Level Height Width 25 25 1 1 1st Floor 1st Floor 1' - 4" 1' - 4" 4' - 0" 41-011 l'- 4 1/2" 1'- 4 1/2" 4'- 0 3/4" 4'- 0 3/4" http://pro.Wndsorwindows.com/get_file. aspx?fid= 1258 hftp://pro.vAndsorwindows.com/get file. aspx?fid= 1258 27 24 25 1 1st Floor 1' - 4" 4' - 0" l'- 4 1/2" 4'- 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1258 31-011 5' - 0 1/2" 25: 3 30 30 1 1 1st Floor 1st Floor 71-011 71-011 3' - 0" 31-011 7' - 0 1/2" 7'- 0 1/2" 3'- 0 3/4" 3' - 0 3/4" http://pro.windsorwindows.com/get_file. aspx?fid=1258 http://pro.windsorwindows.com/get_file. aspx?fid=1258 27 24 30 1 1st Floor 71-011 31-011 7'- 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1258 31-011 5' - 0 1/2" 30: 3 31 1 1st Floor 41-4" 31-011 4'- 4 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1274 31 1 1st Floor 41-411 3' - 0" 4'- 4 1/2" 3' - 0 3/4" http://pro.windsorvVindows.com/get file. aspx?fid=1274 31 1 1st Floor 41- 4" 3' - 0" 4'- 4 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get file. aspx?fid=1274 31: 3 Grand total: 18 Window Schedule Second Floor - Rough Rough Height Width Specification Hardware 24 1 2nd Floor 14'- 0" 3' - 0" 14'- 0 1/2" 3' -0 3/4" http://pro.windsorwindows.com/get—file.aspx'?fid=1258 27 24 1 2nd Floor 4'-O" 3' - 0" 141--0 1/2" 3' - 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1258 5'- 0" Z4: L 25 1 - 2nd Floor l'- 4" 4' - 0" 1' - 4 1/2" 14'- 0 3/4" 1 http://pro.windsorwindows.com/get file.aspx?fid=1258 27 25 1 2nd Floor 1' - 4" 4' - 0" 1' - 41/21 4' - 0 3/4" http://pro.windsorwindows.com/get file. aspx?1258 5'- 0" 40.4 27 1 2nd Floor 5'- 0" 3' - 0" 5'- 0 1/2" 3' - 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1274 http://pro.windsorwindows.com/get file. aspx?fid=12T4 http://pro.windsorwindows.com/get_file. aspx?fid=1258 27 1 2nd Floor 5'- 0" 3' - 0" 5'- 0 1/2" 3'- 0 3/4" 5'_ 0 1/2" 27 1 2nd Floor 5'- 0" 31-011 5' - 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=12?4 3' - 0" 27 1 2nd Floor 5'- 0" 3' - 0" 5'- 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get file. aspx?fid=1274 5'- 0" 27 1 2nd Floor 5'- 0" 3'- 0" 6-61/2" 3'- 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1274 2nd Floor 27 1 2nd Floor 5'- 0" 3' - 0" 5'- 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get_file.aspx?fid=1274 1 27 1 2nd Floor 5'- 0" 3' - 0" 5'- 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get file. aspx?fid=1274 28 27 1 2nd Floor 5'- 0" 3' - 0" 5'- 0 1/2" 3' - 0 3/4" http://pro.windsorwindows.com/get_file.aspx?fid=1274 Y I: tf 28 1 2nd Floor 5'- 0" 3' - 0" 5'- 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get_file. aspx?fid=1258 28 1 2nd Floor 5' - 0" 3' - 0" 5'_ 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get file. aspx?fid=1258 28 1 2nd Floor 5' - 0" 3' - 0" 5' - 0 1/2" 3' - 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1258 28 1 2nd Floor 5'- 0" 31-011 5'- 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.corn/get_file. aspx?fid=1258 28 1 2nd Floor 5'- 0" 3' - 0" 5'- 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1258 28 1 2nd Floor 5' - 0" 31-011 5'- 0 1/2" 3'- 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1258 28 1 2nd Floor 5'- 0" 3' - 0" 5'- 0 1/2" 3'- 0 3/4" 3'- 0 3/4" http://pro.windsorwindows.com/get file. aspx?fid=1258 http://pro.windsorwindows.com/get file. aspx?fid= 12 58 28 1 2nd Floor 51-011 3' - 0" 5'- 0 1/2" 28 1 2nd Floor 5' - 0" 3'- 0" 5'- 0 1/2" T- 0 3/4" http://pro.windsorwindows.com/get_file. aspx?fid=1258 29 1 2nd Floor 3'- 0" 21-019 3' - 0 1/2" 2'- 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1258 29 1 2nd Floor 3'- 0" 2' - 0" 3' - 0 1/2" 2'- 0 3/4" http://pro.windsorwindows.com/get file.aspx?fd=1258 29 1 2nd Floor 3'- 0" 2' - 0" 3'- 0 1/2" 2'- 0 3/4" http://pro.windsorwindows.com/get file.aspx?fid=1258 31 1 12nd Floor 14'- 4" 3' - 0"4' - 4 1/2" 3' - 0 3/4" http://pro.windsorwindows.com/get_file.aspx?fid=1274 31:1 Grand total: 25 M430MC30, Inc. Design & Build 4800 Beach Blvd. #1 Jacksoneville, Florida. 32207 904.434.8852 info@domohomes.com domohomes.com CBC1 256941 Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail No. Desoription I Date Dimitroff Residence 1095 Tulip Street Atlantic Beach, FL. Schedules Project number 01-2018 Date 01/30/2018 Drawn by Author Checked by Checker Scale A103 q -v o 1 M _ A109 ------ —Lo --C A111 2 0 I2 CD 22�, b v 19 N 1 st Floor 1/411 = 1'-0" 5-81/4" 1 A107 I I I I I I I I 121'-11 114" I I I I I I I I I I _J C(] c� ao I co I I I 6-8 1/4"' 2'-3" o I 25- Guest Bathroom EQ EQ93 I �. 0 I 2'-6" T-111/4" 3A0 1,i I � 14'3 3/4" Office I I I I i _ C 22 22 24 I I I I I N o I -� I I I I I 3-6" 3-5".��p I I 14'-0" I A110 2 2 A107 I I I I I I I i I 16-51/4" I 16'-3" I T-6" 9'-1 3/8" I � I I j -0'- 4" � I o I 0 C28 30 1 84'-5" 2 A108 I I I I I I I I I I I I G'- I _ I I I I I I I 1 /'_� _C 108 O I z I I I I I I I 20'-5" y I 12'-3 1/2" 3-5" - __�, 3-7" , - 4'-4 1/2" �, 2'-10" l o I I� I 31 I 31 31 I � I I DW Guest Room I 14-0" 18'-5 1/4" I I 20'-8 3/4" Kitchen Living/Family I I Room I I „r - - - -� -- W T �- — T- — 7 - 1====F_= w I I ill 11 --- Fireplac ; u - iD 1A) 0 1 111 N 2'-0" 8'-11/2" ; ____L==A 2'-0" 10'-8 1/2" 1'-11" i II _ ------ 11 III 1 ilv I I I rt---=�__ Dinning Room - ,u iu I I I M I I Hallway I i O30 I 30 30 I M �0'-0" I o I Q 24 22 q N (V O I 0, 22 22 I I 0'- 4" 1 1'-6" I I I I I I I I T-8" T-8" 2'-6" 3-10" 2'-4" 4'-10 /2" T-0 3/4" T-0 3/4" 01 I I I I 164" 8'-8" le 4-10 1/2" p4-1 1/2" lei I I I 86'-11.. I I 6m 1B REF. 1' 6 I T-4 3/4" 4'-10 3/4" I 4'-6 3/4" '-3 1/4" 2'-7 1/2". I I I I I I / o I I (V I _ Powder Room Pantry T-1" -4'-8" I 1 I ACCESSIBLE I w - Hallway 21 I 0 M A Storage 1B� 4'-10" AC WH OWP .9 10.-1 U-011 -0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -1 4800 Beach Blvd. #1 Jacksoneville, Florida. 32207 904.434.8852 infoWdomohomes.com domohomes.com CBC1256941 Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant 1 - Address Address Q I Garage Q v Phone O O O M Fax I CY) 1 Al 1 e-mail 1 I 1 I I = I N N I - I I I o I c I I I T-7 1/2" I I I 16'-0" + I I I I I 29'-11" T-8" 9'-0" 1'-7 1 COMMUNITY DEVELOPMENT NOTES: APPROVED 1. FOR FIRST FLOOR EXTERIOR WALLS PROVIDE 2X6 WOOD STUDS OF MIN. GRADE SPF #2 (UP TO 14'). SPACED 16" O.C. (SEE S-1). 2. FOR SECOND FLOOR EXTERIOR WALLS PROVIDE 2X6 WOOD STUDS OF MIN. GRADE SPF #2 (UP TO 14'). SPACED 16" O.C. (SEE S-1). 3. SEE SHEET S2 (FOUNDATION / WALL PLAN) FOR INTERIOR SHEARWALLS 4. SEE SHEET S2 (FOUNDATION J WALL PLAN) FOR STUD CLUSTERS PLACEMENT BELOW BEAMS AND GIRDERS 5.GUARDRAILS SHALL FORM A VERTICAL PROTECTIVE BARRIER NOT LESS THAN 42" HIGH. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A 4" DIA. SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34". A BOTTOM RAIL OR CURB SHALL BE PROVIDED THAT WILL REJECT THE PASSAGE OF 2" DIA. SPHERE. DIMENSIONS NOTE: 1. ALL EXTERIOR WALLS ARE DIMENSIONED TO EXTERIOR STUD FACE 2. ALL INTERIOR WALLS ARE DIMENSIONED TO CENTER LINE OF WALL STUDS No.-T--Desoription Date Dimitroff Residence 1095 Tulip Street Atlantic Beach, FL. First Floor Plan View Project number 01-2018 Date 01/30/2018 Drawn by S. H. Checked by Checker A104 Scale 37'-7 1/8" Finst Floor 0 1"/12" I o Metal oof I _ o I Second Floor Trusses I 00 00 I ) I I I � I I 2'-0" 00 I N I I I ` I 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — —I— — — — — — — — — — — — — — — — — — — — — — A109 I �_ i A111 [2> o I I I o °' I I I I O I CD CN co C r st rioor tal Roof§ 12'-10 1/2" 1 st Floor Roof Plan 1/411 = 1'-0" I I I I I I I I 6m 181-51/2, 42'-0" 2 2 1 A110 A107 A108 A108 2 I I I 80'-6/8" 1 I I I I I I I I I I I I I 18'-10 1/8" I 3'-0" I 1T-3 3/4" T-8 1/2" 17'-11" I I I I I 1 I I I I I I I I I I I I I , I q I I 1 1" / 12" 14 I I Balcony I Nirst Floor I , eta Ro f -0'- 4"(Relative EI.) N 0'- 0"(Relative El.) 1 I V/12" - I I I M CN - I I I I I I I I I I I I I I I I I I I I I , I I Ior 2'-0" 1 I --------------- I — — — — — — — — —I— — — — — — — — — — — — — — — — =t — — — — — — I — — — — — — — — — — — — —--------- — I � — — — — I � I N I Open to Below 0'- 0"(Relative EI.) ,,'-0'- 4(Relative EI.) 1 I 0'- 0"(Relative EL) Second (Floor Trusses Frt FIQar FI RQo I I v LO 0'- 4"(Relative EI) I , Balcony I N M , _ 1"/12" I - I - b I 1/4" 20 3/4%,zo I I - I I I I I I I I 1 I I 29'-11" COMMUNITY DEVELOPMENT iA ROVED ROOF NOTES - FLAT ROOF AREA TO BE TPO TPO THERMOPLASTIC POLYOLEFIN SINGLE -PLY MEMBRANE SYSTEMS MANUFACTURE SPEC. - SLOPED ROOF TO BE GALVALUME STANDING SEAM ROOFING M40MCX, Inc. Design & Build 4800 Beach Blvd. #1 Jacksoneville, Florida. 32207 904.434.8852 info@domohomes.com domohomes.com CBC 1256941 Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail No. Description Date Dimitroff Residence 1095 Tulip Street Atlantic Beach, FL. First Floor Roof Plan Project number 01-2018 Date 01/30/2018 Drawn by Author Checked by Checker A104.1 Scale 1 2 2 1 A107 A107 A108 A108 A110 I I I I I \2/ I I I I I I I I I I I 1 I I I I I I I 24'-6 3/4" J# 36-2 3/4' I 7'-8 1/2" I I I i I I I I 12'-41/4" 00, 5'-41/2" 6-10 16-6" I j 15'-9" 4'-113/4"00, 7'-81/2" 40 I I I I 2'-6" 4'-9 1/4" 3'-5" 4'-2" 2'-7 3/4" 2'-8 3/4" 2'-1" 4'-9" 7'-11" 7'-7 1/8" 9'-4 1/4" 6'-4 3/4" 4'-11 3/4" 2'-15/8" 3-5" '-1 7/8" 4'-8 1/4" - - - ------ - 01 I I I I I I I I I I I I I I I I I METAL RAILING PER PLAN (INTERIOR) 27 27 1 25 31 I I I Egress windows 1 24 �24 v -0'- 4"(Relative EI.) 1 27 27 Bathroom 1 a 1 0'-0"(RZlaiveEl.) I I Bedroom 1 -; OR L=7 U I I I 2 � S-) � 1 I 21 I � 21 Storage Play Area 1 Ea Ea I I 25 01 T-9 1/4" -- - w1-1 MKI N ---- ---- I Master Bathroom 5'-7" - - - - I ---- Master Bedroom - 21 21 '� ---- --- -- -- - 6'-113/4" o " - — 21 ____ I I 1 M – N tY ( METAL RAILING PER PLAN INTERIOR)— I 21� - - - - - - - - - - - - - - - - N - ---- ---- Al 09 C211D b I - 7'-9 1/4" - --- A111 2 = --- ;T coBedroom 2 25 r � � � 25 Open to Below T I I 91 I 4'-21/2" T-6"---_-�_-- 0'- 0"(Relative El.) 27 Egress windowsF,Bathroom Nurse Room 2 °° 1 Nursery 1 Bedroom 3 _ -_ _ i _ _ _ -0'- 4"(Relative El.) I Egress windows M I I Her Closet - I b Egress windows 28 28 C2 tN 28 28 I I I -4 3/4" N r - Egress windows 27 0)I I 1 I M v I I I C') I I I N METAL RAILING PER PLAN (INTERIOR) — 1 28 j 28 291 I 28 I 8 of I I I i I I I I I I I I I I I I I I I I 3-5 3/4" 3-5" 3'-11 3/4" 3' 7 3/4" 3'-0" 4'-1 3/4" 3'-5" 4'4 1/2" 2-4 1/2" 3'-5" 2-8 1/4" 2'-5' '-5 1/4" 7'-0 3/4" 7'-0 3/4" 4'-10" 4'-8" 4'-8"of 101 011 If I I I I 19-10 1/2" I 6-7 3/4" 11'-11 1/4" 8'-5 3/4" 4-11 1/4" 10 14'-1 1/2" 9'-5' I 91-6" -00 I I I 10'-10 1/2" 1 18'-7" 8'-5 3/4" 4'-11 1/4" 114-1 1/2 19'-0" 1 I I I I or I I I I 86'-11" I I 21 11'-2 3/4" 0 His Closet 0'- 0"(Relative EI.) ill `28- –7 – – – – – - -0'- 4"(Relative EI.) 5'-4 3/8" L 6-6 3/4" 10'-11" - - - - - b__ – Ho N 0 i° 1 A111 I I I I I I I I 6= �.. NOTES: APP iR 1. FOR FIRST FLOOR EXTERIOR WALLS PROVIDE 2X6 WOOD STUDS OF MIN. GRADE SPF #2 (UP TO 14'). SPACED 16" O.C. (SEE S-1). 2. FOR SECOND FLOOR EXTERIOR WALLS PROVIDE 2X6 WOOD STUDS r,-,\ 2nd Floor _ - OF MIN. GRADE SPF #2 (UP TO 14'). SPACED 16" O.C. (SEE S-1). 1/4" = 1'-0 3. SEE SHEET S2 (FOUNDATION / WALL PLAN) FOR INTERIOR SHEARWALLS 4. SEE SHEET S2 (FOUNDATION / WALL PLAN) FOR STUD CLUSTERS PLACEMENT BELOW BEAMS AND GIRDERS 5.GUARDRAILS SHALL FORM A VERTICAL PROTECTIVE BARRIER NOT LESS THAN 42" HIGH. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A 4" DIA. SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34". A BOTTOM RAIL OR CURB SHALL BE PROVIDED THAT WILL REJECT THE PASSAGE OF 2" DIA. SPHERE. DIMENSIONS NOTE: 1. ALL EXTERIOR WALLS ARE DIMENSIONED TO EXTERIOR STUD FACE 2. ALL INTERIOR WALLS ARE DIMENSIONED TO CENTER LINE OF WALL STUDS KD40IM140, Inc. Design & Build 4800 Beach Blvd. #1 Jacksoneville, Florida. 32207 904.434.8852 info@domohomes.com domohomes.com CBC 1 256941 Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail No. Description Date Dimitroff Residence 1095 Tulip Street Atlantic Beach, FL. Second Floor Plan View Project number 01-2018 Date 01/30/2018 Drawn by Author Checked by Checker A105 Scale A110 2 O Z 1 2 2 1 A107 A107 A108 A108 I ' ► I 232 1/2" I 19'-7 5/8" 1'-11 7/8" I00 1 I I I I I I I I I I I I ► � ' I I I 1"/12" I I I I I 1"/12" 01 T- 0 1/2"Wall Top (Relative EI.) IMetal Ro - Ser, d Floor 1 ► rl -all Top (Relative EI.) I N T- 0 1/2"W II Top (Relative El.) T- 01/2"Wall Top (Relative EI.) I I I 4-6 3/8" I 24'-6 3/4" i 36-2 3/4" I T-8 1/2" I I I I I I 0'- 0"(P elative El.) I ► I ' Flat Roof - Second Floor I I I I I V- 0 1/2"Wall Top (Relative EI.) I I I I I I 1 M T- 0 1/2"Wall Top (Relative EI.) I I I I A109— — — — — — — — — — — — — — — — — — — — — — — — — — — — — r- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —1— — — — — — — — — — ► I I l I I I I A1111>2 o I I I M I I I T- 0 1/2"Wall Top (Relative El.) i;o I I I I I - 0 1/2'Wall Top (Relative El.) I I I 1 5'-8 /4" ( � T- 0 1/2"Wall Top (Relative EL) ( 3'- 0 1/2'Wall Top (Relative EI.) ____- _N ► ' - I 3'- 0 1/2"Wall 'Top (F,(flative El.) ' I d 1"/12" 1"/12" Ci)No — T- 0 1/2"Wall Top (Relative EI.) ( 3'_ 0 1/2"Wall Top (Relative EI.) - �— ► 'v N 12'-10 7/8" 2nd Floor Roof 1/41' = 1'-0" I i I I I I I I I I I 18'-7" N I � I 5'- 0"Wall Top (Relative El.) I I Metal Roof I I I I I I 27'-6 1/2" — 19'-01, I I I I I I 88'-113/8" I I I I I � I I 'J 15'-11" 1'- 0 1/2"Wall Top (Relative EI.) �a 0 00 N ROOF NOTES - FLAT ROOF AREA TO BE TPO TPO THERMOPLASTIC POLYOLEFIN SINGLE -PLY MEMBRANE SYSTEMS MANUFACTURE SPEC. - SLOPED ROOF TO BE GALVALUME STANDING SEAM ROOFING E.® M40M40, Inc. Design & Build 4800 Beach Blvd. #1 Jacksoneville, Florida. 32207 904.434.8852 info@domohomes.com domohomes.com CBC1 256941 Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail No. Description Date Dimitroff Residence 1095 Tulip Street Atlantic Beach, FL. Second Floor Roof Plan Project number 01-2018 Date 01/30/2018 Drawn by Author Checked by Checker A105.1 Scale Section 1 1/411 = 1'-0" _Top HH 26'-93/4" o ' I � � i M 00 O 2nd Floor Roof 2-1'- 9 3/4" r 2nd Floor TP 20'-7" ip M 12" I. I 12„ 1„ 22nd Floor — — M — --- 11' - 5 7/8" _ 1 st Floor TP 10'- 1 1/8" o 0 F 7 Section 2 1/411 = 1'-0" 00 M O r ��■1 st �Floor low of -off Foundation 3 A113 Top HH 26'-93/4" 2nd Floor Roof 21'- 9 3/4" 2nd Floor TP 20'-7" 2nd Floor 11'- 5 7/8" 1st Floor TP 10' - 1 1/8" \ I I \ v 1 st Floor 0'-0" 7 77 Foundation _ -21-011 I I Ci4OM4M, Inc. Design & Build 4800 Beach Blvd. #1 Jacksoneville, Florida. 32207 904.434.8852 info@domohomes.com domohomes.com CBC1 256941 Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail No. Description Date Dimitroff Residence 1095 Tulip Street Atlantic Beach, FL. Sections Project number 01-2018 Date 01/30/2018 Drawn by Author Checked by Checker A107 Scale ni 3-1" 2 — — of -- 3-0 1/4" 1 I I I I I I I I I I I I I I I I I � 4'-0" 4'-0" I. I I j--- _ - -I 11 -__I =—_ I I I _ C, Section 3 4" = 1'-0" I I—M Ill Il if - -'-) 1/4" = 1'-0" Top HH AIL — — — — — — -- — --- 26' - 9 314" q 2nd Floor Roof 21' - 9 3/4" 2nd Floor TP 20'-7" 0' M N _ 2nd Floor 11'-57/8" ---- - - - - -- 1st Floor TP 101- 1 1/81, 1 st Floor o' -o" Foundation -2'-0" _Top HH 26 - 9 3/4" 2nd Floor Roof 21'-93/4" 2na door i r 20'-7" 2nd Floor 1 V 1 5 7/8" \_t§t Floor TP 10' - 1 1/8" 1 st Floor o' -o" Foundation� -21-011 `1 C040MCO, Inc. Design & Build 4800 Beach Blvd. #1 Jacksoneville, Florida. 32207 904.434.8852 info@domohomes.com domohomes.com CBC1256941 Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e -mai I No. Description Date Dimitroff Residence 1095 Tulip Street Atlantic Beach, FL. Sections Project number 01-2018 Date 01/30/2018 Drawn by Author Checked by Checker A108 Scale �o M Section 5 1/411 = 1'-0" 2'-0" FM ih I I I 2nd Floor Roo_ f 21'- 9 3/4" L1 2nd Floor TP n 201- 7" 2nd Floor AL -- 11' - 5 7/8" 1st Floor TP Aff 10' - 1 1 /8" _ 1st Floor --- - _ — J 0'-0" Foundation � -2'-0" V M4DM4M, Inc. Design & Build 4800 Beach Blvd. #1 Jacksoneville, Florida. 32207 904.434.8852 info@domohomes.com domohomes.com CBC1256941 Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail No. Description Date Dimitroff Residence 1095 Tulip Street Atlantic Beach, FL. Sections Project number 01-2018 Date 01/30/2018 Drawn by Author Checked by Checker A109 Scale 1 2 2 1 A107 A107 A108 A108 I I I I _To Hp H A_`� EXTERIOR FINISH PER ELEV.- I I I 26' - 9 3/44" 770 PARAPET CAP FLASHING I I I I PARAPET CAP FLASHING- EXTERIOR FINISH PER ELEV. I I I I FIBER CEMENT PANEL STUCCO FINISH I STUCCO FINIS STUCCO FINISH I 2nd Floor Roof 21'- 9 3/4" I 2 w I - - STUCCO FINISH I s ...,.. - _ I STUCCO FINISH STUCCO FINISH 2nd Floor TP 2 0 - 7 I I ( r25 FIBER CEMENT TRIM; SIZE AS 291 I I E INDICATED. PROVIDE ALL REQD I METAL RAILING PER PLAN (INTERIOR) 2$ 28 FLASHING FOR SPECIFIC 28 28 28 8 I 31) 28 I 28 28 CONDITIONS. I C \ i --- 291 ._ STUCCO FINISH _..._4-._ _-_ a I STUCCO FINISH PARAPET CAP FLASH ING- _ 2nd Floor (FIBER CEMENT PANEL--------► L I STUCCO FIN SH 1 st Floor TP n STUCCO FINISH I FIBER CEMENT PANEL I It STUCCO FINISH 10'- 1 1/8" 30 1 24 I 24 I I k �g > I =8 -- �J I LLJ __J II STUCCO FINISH --- I I - - - --- 1st Floor — _Found-----at-21-011 - -1 --- _ _ — — — _..._ .-._ _: _ _ _ � I � I _ _ I'`► _ �— I_-_ _ —', — =1 I 1 1 ! 1= —_—_— — = - —1 III 1 III III1 I I—I 11-1 1 (III I __ III i( I I_I I I—III=1 l =1 I I—III IIIIIII (III 11=1 I I I III _! III -1 I I I I_ I I 11 I —III I. I III—III III I, I _I I III I, I { III III III III I i, I I I I I I . I C I I I III III III I I I I I 1 III I_ - 1= 1 I I_- I I___._ I I ...� __�I I I _I I [H-1 I I III III III I I I I 11 1--- I I I ---=I I I -I1 11 __1 I---- 11 =1 il- -I-TI 1 ` 1 1 1 -_1 I I I-1 NOTES: GUARDRAILS SHALL FORM A VERTICAL PROTECTIVE BARRIER NOT LESS THAN 42" HIGH. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A 4" DIA. SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34". A BOTTOM RAIL OR CURB SHALL BE PROVIDED THAT WILL REJECT THE PASSAGE OF 2" DIA. SPHERE. :_ <A 2 2 1 A10>1 A108 A107 A107 I I I I - - _ - - - - - --� - - - - �- - ,,.. - - - - - --- - ---- -- - To HH — I PARAPET CAP FLASHING ­ LASHING 26'- 9 3/4" PARAPET CAP FLASHING I FLAT ROOF PER ASSEMBLY I I I I I I I -- _ _ 2nd Floor Roof FIBER CEMENT PANEL FIBER CEMENT PANEL I 21' - 9 3/4" I I STUCCO FINISH STUCCO FINISH I — 2dOrT 0OP STUCCO FINISH FINISH I.J METAL RAILING PER PLAN (INTERIOR) ---- STUCCO FINISH I FLAT ROOF PER ASSEMBLY----- L I EXTERIOR FINISH PER ELEV. FIBER CEMENT PANEL 2nd Floor FIBER CEMENT PANEL— - OT I FIBER CEMENT PANEL - ► -� — I ^— I � STUCCO FINISH I STUCCO FINISH ---- 1st Floor TP I I ( STUCCO FINISH I 10' - 1 1/8" u I LY FIBER CEMENT TRIM; SIZE AS COMMUNITY DEVELOPMENT I- INDICATED. PROVIDE ALL REQ'D _ ( FLASHING FOR SPECIFIC F APPROVED FIBER CEMENT PANEL I CONDITIONS. STUCCO f INISHLI I of -oil I I j I I I Foundation Ill lil ISI 111 ISI �, r _ II .� — ; I -_ II ►►► I _ — --I I — , !�I - - — — — — — _ _ __ _ _ __ _._ I _ I, 11 II � , _ u111=11 ___ " _ .____ _ ...._ � —. �-1 I I = I = _ I ._ I-_ .W _ — 1— — — .___. ...� _._____ ► _ ___.___ _-- 1--�-1 I I__.__I I I___.____I I ISI 11-1 11=1 I 1=1 11=-1 11=1 11=1 I I..�I 11=1 I I ! r I _I `—_= _ _ i__.. ]7�I_..,________—_—_ _ _ !I 11= —1 I _ I�LIT =1 I-1 = �_� _ — I I 1=I Iml 11= I I=1 I I=! I ^I �I I 'I I 1 11= I—; J �I 1I — , E— = —I I I__ I I I— I I— I I_I E11 11 I I i I l l III I i I 1 I I I I I III I I _III III III I I__I I III^III—I (I I I I I 1-1 I I- -1 I I�`III—III—! I I—i I I—I I I�I i l—III—I I !�'III—III—III—I I U40M40, Inc. Design &Build 4800 Beach Blvd. #1 Jacksoneville, Florida. 32207 904.434.8852 info@domohomes.com domohomes.com CBC 1 256941 Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail No. Description Date I Dimitroff Residence 1095 Tu I i p Street Atlantic Beach, FL. Elevations Project number 01-2018 Date 01/30/2018 Drawn by Author Checked by Checker Al 10 Scale 1 A109 I I I PARAPET C4,P FLASHING I I I STUCCO FINISH ARAPET CAP FLASHING Tom HH 26'-93/4" �V1 PARAPET CAP FLASHING /- FLAT ROOF PER ASSEMBLY i' ---_ 2nd Floor Roof - - - ----- __- - 21'- 9 3/411 \ 2nd Floor TP n 20'-7" METAL RAILING PER PLAN (INTERIOR) STUCCO FINISH --FLAT ROOF PER ASSEMBLY 2nd Floor 11'- 5 7/8" I 1st FI TP I I STUCCO FINISH STUCCO FINISH Pz I I I I I I I I .►1111 \ I=\ I �.=1\�\III \ I f 1I \_I.- 1-I 11=I I ISI I 1=1 11=1 \ 1=1 \! EI I I I\ 1=1 I I=1 \ I\1 \ !=--d I 1=1 11=1 11 _.1 I MI I _1 \ 1- =-1 \ 1=1 \ I__:I \ I�..�I I--IIIIIIIIIIII-I-��-: -III-) I IIIIIII-1 I I -I I i -I 1 I- C: I -I 11-1 I I-11 I -i I I-III-III--III-IIIf I IIII-i I I -I ! I -III -I I I- oor 1 st_Floor� 0' - 0" �I Foundation � -2'-0" NOTES: GUARDRAILS SHALL FORMA VERTICAL PROTECTIVE BARRIER NOT LESS THAN 42" HIGH. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A 4" DIA. SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34". A BOTTOM RAIL OR CURB SHALL BE PROVIDED THAT WILL REJECT THE PASSAGE OF 2" DIA. SPHERE. FLAT ROOF PER ASSEMBLY A -1o - - - - ---- -- - - 2- 9 3/4" PARAPET CAP FLASHING FIBER CEMENT PANEL 2nd Floor Roof �—Ak I STUCCO FINISH 21' - 9 3/4" — — — I — FIBER CEMENT PANEL I \ 2nd Floor TP n 201 - 711 F I ( STUCCO FINISH I FLAT ROOF PER ASSEMBLY I STUCCO FINISH I - --- - - - I 2nd Floor - - - - - - 11'-57/811 FIBER CEMENT PANEL I ` 1 st Floor TP _ - 1 11 I I I I I, I STUCCO FINISH 1st Floor 01 _ 011 I 7417 - anon I u -2 - 0 FRI -1 1141 11=1 11=11 I =1 11-1 I E] 11-=11 1 =1 11=1 I I E] 11=1 11-111=1 11 1 {=1 11 =11 11 I 1 11 I-_- 1=1 I I- I 11=i 1 1 1 ISI I ISI I ITI I I 1-I # i 1 1 i--3 I I -I 11-4 f E -I I I -I I I-1 11-t t 1-1 1 I-1 I It 11-1 1 1- I I COMMUNITY DEVELOPMENT APPROVE M40M01, Inc. Design & Build 4800 Beach Blvd. #1 Jacksoneville, Florida. 32207 904.434.8852 info@domohomes.com domohomes.com CBC1 256941 Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail No. Description Date Dimitroff Residence 1095 Tulip Street Atlantic Beach, FL. Elevations Project number 01-2018 Date 01/30/2018 Drawn by Author Checked by Checker A111 Scale Front Elevation 2 Back Elevation 3 Ri ht Side Elevation Left Side Elevation rai 0 Fe 0 COMMUNITY DEVELOPMEN .- AVE M4MM4M, Inc. Design & Build 4800 Beach Blvd. #1 Jacksoneville, Florida. 32207 904.434.8852 info@domohomes.com domohomes.com CBC1 256941 Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail No. Desoription Date Dimitroff Residence 1095 Tulip Street Atlantic Beach, FL. Elevations - Color Project number 01-2018 Date 01/30/2018 Drawn by Author Checked by Checker A111.1 Scale t. a Front Elevation 2 Back Elevation 3 Ri ht Side Elevation Left Side Elevation rai 0 Fe 0 COMMUNITY DEVELOPMEN .- AVE M4MM4M, Inc. Design & Build 4800 Beach Blvd. #1 Jacksoneville, Florida. 32207 904.434.8852 info@domohomes.com domohomes.com CBC1 256941 Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail No. Desoription Date Dimitroff Residence 1095 Tulip Street Atlantic Beach, FL. Elevations - Color Project number 01-2018 Date 01/30/2018 Drawn by Author Checked by Checker A111.1 Scale METAL RAILING PER ELEV. (EXTERIOR) EXTERIOR SHEATHING PER ASSEMBLY n Balcony Detail SELF -ADHERING MEMBRAN FLASHING ATCORNERS FINISH FLOOR PER LIGHTWEIGHT CONCRET SELF -ADHERING MEMBRAN FIBER CEMENT PANEL EXTERIOR FINISH PER ELEV. EXTERIOR SHEATHING PER ASSEMBLY BUILDING BERGLASS PRE-ENGINEEREED TRUSS PER STRUCTURAL 1/2" GYPSUM WALLBOARD Detail 1 3 1/2" = 1 '-0" BATT INSULATION R19 2nd Floor -- 11'-57/8" _ 1 st Floor TP 10'- 1 1/8" nd_Floor ' - 5 /8" Floor TP 1' - 1 /8" I st F 0' METAL RAILING PER ELEV. (EXTERIOR) A PRE-ENGINEEREED TRUSS PER STRUCTURAL M EXTERIOR FINISH PER ELEV. I:l,5ll19lh10 EXTERIOR SHEATHING PER ASSEMBLY CONC. FND. & SLAB PER STRUCTURAL STAINLESS STEEL PARAPET CAP 7 FLASHING FLAT ROOF PER ASSEMBLY _ 2nd Floor Roof 21'-93/4" 2nd Floor TP 20'-7" OPEN CELLS SPRAY -ON INSULATION MIN.R30 FIBERGLASS BATT INSULATION R19 GALVALUME STANDING SEAM (COLOR NATURAL METAL) INISH FLOOR PER PLAN 2nd Floor 11'-57/8" 1st Floor TP � — -- - 10' - 1 1/8" �1 DOUBLE TOP PLATE, TYP. TIE DOWN PER STRUCTURAL PLANS. /-1/2" GYPSUM WALLBOARD FIBERGLASS BATT INSULATION R19 NTINUOUS P.T. 2X SILL PLATE FINISH FLOOR PER PLAN I I III—III I I I I—IIIIIIIIIIII—III I I I I I- WaII Section Typ. - 1/2" = 1'-0" NOTES: GUARDRAILS SHALL FORM A VERTICAL PROTECTIVE BARRIER NOT LESS THAN 42" HIGH. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A 4" DIA. SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34". A BOTTOM RAIL OR CURB SHALL BE PROVIDED THAT WILL REJECT THE PASSAGE OF 2" DIA. SPHERE. 1 st Floor 0'-0" Foundation -2'-0" M40iii 40, Inc. Design & Build 4800 Beach Blvd. #1 Jacksoneville, Florida. 32207 904.434.8852 info@domohomes.com domohomes.com CBC1 256941 Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e -mai I Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail L NO. I Description I Date Dimitroff Residence 1095 Tulip Street Atlantic Beach, FL. Details Project number 01-2018 Date 01/30/2018 Drawn by Author Checked by Checker Scale A113 DRYVIT FINISH OVER DRYVIT PRIMER SHEATHING WATER -RESISTIVE BARRIER GALVANIZED SELF -FURRING LATH BEND AROUND CORNER ATTACHED TIGHT AGAINST CORNER SUBSTRATE. EXTEND LATH 610MM (24 IN) PAST CORNER PLASTER BASE DRYVIT COMMERCIAL CEMENT CORNER BEAD Outside Corner SEALANT 110° MIN ,, -- 6 i in) DRYVIT COMMERCIAL CEMENT PLASTER BASE DRYVIT FINISH OVER DRYVIT PRIMER GALVANIZED SELF -FURRING LATH SHEATHING WATER -RESISTIVE BARRIER DIVERTER FLASHING CASING BEAD WITH WEEPS 2 in MIN. ROOF E T (3 i(12 in) DIVERTER FLASHING WATER TIGHT DIVERTER SEAMS\ Termination at Roof/Wall Intersection DRYVIT FINISH OVER DRYVIT PRIMER DRYVIT COMMERCIAL CEMENT PLASTER BASE DRYVIT FINISH OVER DRYVIT PRIMER DRYVIT COMMERCIAL CEMENT PLASTER BASE GALVANIZED SELF -FURRING LATH BEND AROUND CORNER ATTACHED TIGHT AGAINST CORNER SUBSTRATE. EXTEND LATH 610MM (24 in) WATER -RESISTIVE BARRIER SHEATHING DRYVIT FINISH OVER DRYVIT PRIMER DRYVIT COMMERCIAL CEMENT PLASTER BASE GALVANIZED SELF -FURRING LATH WATER -RESISTIVE BARRIER SHEATHING #30 CONTROL JOINT Inside Corner Detail GALVANIZED SELF -FURRING LATH WATER -RESISTIVE BARRIER LAPPED OVER FLASHING SHEATHING OPENING WRAP CASING BEAD WITH WEEPS, BACKER ROD AND SEALANT (PROVIDE WEEPS AT HEAD) 1/2" MIN. TYP. SELF FLASHING WINDOW HEAD & JAMB SI BACKER ROD AND SEALANT CASING BEAD FLASHING TAPE SHEATHING WATER -RESISTIVE BARRIER GALVANIZED SELF -FURRING LATH DRYVIT COMMERCIAL CEMENT \ PLASTER BASE DRYVIT FINISH OVER DRYVIT PRIMER Termination at Self Flashing Nail -On Window Parapet Flashing PAST CORNER 1ETAL PARAPET FLASHING DRYVIT FINISH OVER DRYVIT PRIMER / DRYVIT COMMERCIAL CEMENT PLASTER BASE GALVANIZED SELF -FURRING LATH RESISTIVE BARRIER LAPPED OVER FLASHING CASING BEAD WITH WEEPS SHEATHING METAL ROOF FLASHING ROOFING 'REATED NAILER AND PLASTER STOP. gSTALL PRIOR TO CEMENT PLASTER gSTALLATI ON n 3 in MIt. N. NATER-RESIS IVE BARRIER EXTENDED DVER TOP OF iPARAPET SHEATHING 33ALVANIZED LF -FURRING LATH )RYVIT COMMERCIAL CEMENT )LASTER BAS RYVIT FINISH OVER DRYVIT PRIMER SHEATHING Termination at Roof DRYVIT COMMERCIAL CEMENT PLASTER BASE DRYVIT FINISH OVER DRYVIT PRIMER GALVANIZED SELF -FURRING LATH WATER-RESISTI E BARRIER LAPPED OVER FLASHING CASING BEAD WITH WEEPS LASHING SET IN SEALANT OUNDATION WA L (BY OTHERS) CASING BEAD AT CONCRETE FOUNDATION J = DRYVIT FINISH OVER DRYVIT PRIMER DRYVIT COMMERCIAL CEMENT PLASTER BAS WATER -RESISTIVE BARRIER GALVANIZED SELF -FURRING LATH SHEATHING =OUNDATION =OUNDATION WEEP SCREED AT CONCRETE FOUNDATION Termination atConcrete Foundation P SCREED DRYVIT FINISH OVER DRYVIT PRIMER DRYVIT COMMERCIAL CEMENT PLASTER BASE GALVANIZED SELF -FURRING LATH CASING BEAD WITH WEEPS RESISTIVE BARRIER LAPPED OVER FLASHING ROOFING ROOFING MEMBRANE METAL VALLEY FLASHING PAN LAP OVER ROOFING MEMBRANE Soffit/Fascia Intersection DRYVIT FINISH OVER DRYVIT PRIME SHEATHING WATER -RESISTIVE BARRIER GALVANIZED SELF -FURRING LATH DRYVIT COMMERCIAL CEMENT PLASTER BASE CASING BEAD WITH WEEPS 3/8" RIB LATH FASTENED TO FRAMING SPACED MAXIMUM 24" O.C. DRYVIT COMMERCIAL CEMENT PLASTER BASE DRYVIT FINISH OVER DRYVIT PRIMER SHEATHING -ER-RESISTIVE BARRIER LAPPED OVER FLASHING CASING BEAD METAL FLASHING SEALANT WATER-RESISTIVEBARRIER BEHIND METAL FLASHING GALVANIZED SELF -FURRING LATH ------- SHEATHING DRYVIT COMMERCIAL CEMENT PLASTER 5A5r) - DRYVIT FINISH OVER DRYVIT PRIMER DRYVIT COMMERCIAL CEMENT PLASTER BASE WATER -RESISTIVE BARRIER LAPPED OVER FLASHING GALVANIZED SELF -FURRING LATH -- CASING BEAD WITH WEEPS --1/2" MIN. TYP. --------- METAL FLASHING SEALANT LAP SIDING WATER -RESISTIVE BARRIER BEHIND METAL FLASHING EXTENDING 12"PAST CASING BEAD Termination at EIFS/Lap Siding IEATHING AMING ITER -RESISTIVE BARRIER CONTINUOUS HIND CONTROL JOINTS NTINUOUS VERTICAL CONTROL JOINTS RIZONTAL CONTROL JOINTS CUT AT ALL PTICAL CONTROL JOINT INTERSECTIONS LVANIZED SELF -FURRING LATH T FLANGES OF CONTROL JOINT SO AS CREATE A TIGHT FIT WITH A UNIFORM PTH BED CONTROL JOINT IN SEALANT, ALL INTERSECTIONS PROVIDE NEUTRAL CURE SILICONE BEDDING SEALANT AREA BEHIND CONTROL JOINT INTERSECTION Expansion Joint Intersection FLASHING PAPER 8" ON EACH SIDE OF EXPANSION JOINT OVER WATER -RESISTIVE BARRIER DRYVIT FINISH OVER DRYVIT PRIMER SHEATHING EXPANSION JOINT DRYVIT COMMERCIAL CEMENT PLASTER BASE GALVANIZED SELF -FURRING LATH, LAP OVER EXPANSION JOINT WATER -RESISTIVE BARRIER Horizontal or Vertical Expansion Joint FRAMING DRYVIT FINISH OVER DRYVIT PRIMER SHEATHING I SEALANT I CODE APPROVED WATER -RESISTIVE BARRIER GALVANIZED SELF -FURRING LATH DRYVIT COMMERCIAL CEMENT PLASTER BASE Hose Bib Penetration �O►�'Y10, Inc. Design & Build 4800 Beach Blvd. #1 Jacksoneville, Florida. 32207 904.434.8852 info@domohomes.com domohomes.com CBC1 256941 Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail No. Description Date Dimitroff Residence 1095 Tulip Street Atlantic Beach, FL. Stucco Finish Details Project number 01 -2018 - Date 01/30/2018 Drawn by Author Checked by Checker A114 Scale TOP OF PANEL DETAIL FRAMING MEMBER SUPPORT CLIP DETAI L SILL PLA STARTEF TRACH DETAIL SHEATHING NON VENTED SOFFIT CLIP FASTENERS INTO STUDS NICHIHA CLIP LOCATED ON STUD WEATHER RESISTANT BARRIER ARTIER TRACK FASTENER LOCATED ON STUD 3SENTIAL STARTER FLASHING HARD SURFACE DVE FINAL GRADE 10 mm WOOD STANDARD 6'& 10' HORIZONTAL PANEL TYPICAL WALL DETAIL FRAMING MEMBER SHEATHING NICHIHA PANEI - WEATHER RESISTANT BARRIER INTERMEDD�ATE BLIND FASTENER APPLIED TO FRAMING EMBER -MIN. 1" INTO WOOD SIERRA OR SAVANNAH BOARD 1 1/4" MIN. VERLAP OSB/PLYW OD SHEATHING - MIN. 7/16" STARTER TRIP "Z" FLASHING OVER HORIZONTAL TRIM FACE FASTENER THROUGH NICHIHA SPACER NICHIHA WEATHER RESISTANT BARRIER WOOD STANDARD HORIZO TAL/PRODUCT TRANSITION JOINT SIERRA SHAKE/SAVANNAH SMOOTH DETAIL WHEN U`ANG OSB/PLYWOOD,­' ATTACH NICHII IA DOUBLE FLANGE SEALANT BA(;KER TO SHEATHING WHEN USING EXTERIOR GYPSUM WALLBOARD, PROVIDE ADDITIONAL BLOCKING OR STUD EXTENDER WHEN STUD NOT AVAILABLE NICHIHA CLIP NICHIHA DOUBLE FLANGE SEALANT BACKER SEALANT 10 mm WOOD STANDARD 6'& 10' HORIZONTAL PANEL EXPANSION JOINT DETAIL NOTES: 1. THIS CONCEPTUAL DETAIL IS A GUIDE FOR INSTALLATION OF NICHIHA PRODUCTS. ARCHITECTS/ENGINEERS/CONTRACTORS ARE RESPONSIBLE FOR SUCCESSFUL APPLICATION WHICH DEPENDS UPON SUBSTRATE DESIGN AND CONSTRUCTION BUILT IN ACCORDANCE WITH BEST PRACTICES AND LOCAL BUILDING CODES. 2. NICHIHA PANEL REPRESENTED HERE IS 5/8" NICHIHA PRODUCT, ADJUST ACCORDINGLY FOR OTHER NICHIHA PRODUCT THICKNESSES. 3. SHEATHING REPRESENTED HERE IS 5/8" EXTERIOR GYPSUM WALLBOARD, IF USING OSB OR PLYWOOD ADJUST ACCORDINGLY. NICHIHA PANEL WEATHER RESISTANT BARRIER SHEATHING FRAMING MEMBER 10 mm WOOD STANDARD 6'& 10' HORIZONTAL PANEL WINDOW JAMB DETAIL SEALANT NICHIHA SINGLE FLANGE SEALANT BACKER NICHIHA CLIP CLIP SECTION VIEW GENERIC SUBSTRATE NICHIHA JOINT ATTACHMENT FASTENED TO PANEL CLIP (SCREW PROVIDED) CLIP FASTENER AT 12-16" O.C. SPACING NICHIHA JEL777/787 PANEL CLIP NICHIHA PAI` V RESISTANT NICHIHA CLII rnnnniniT nnrnanrn IICHIHA PANEL SHEATHING NICHIHA PANT NICHIHA ULTIMATE CLIP NICHIHA OPEN OUTSIDE TRIM TO BE PAINTED PER ARCHITECT'S SPECIFICATIOI` SPACING TO BE 1/8" max. 10 mm WOOD STANDARD 6'& 10' HORIZONTAL PANEL OUTSIDE CORNER DETAIL- NICHIHA OPEN OUTSIDE TRIM IEATHING -HIHA STARTER TRACK ASHING (MIN. 1/4" FROM PANEL EDGE TO FLASHING) LL -CHISELED CLIP ILL -CHISELED KURASTONE CLIP KURASTONE PIECE WEATHER RESISTANT BARRIER SCREW FASTENER NICHIHA FA700 STARTER TRACK MINIMUM 2" ABOVE HARD SURFACE OR MINIMUM 6" ABOVE FINAL GRADE 4 a a A 10 mm - WOOD STUD PANEL, KURASTONE, & SILL -CHISELED WALL TRANSITION DETAIL 10 mm WOOD STANDARD DOOR JAMB "J" TRIM DETAIL (SFSB USED AS A STOP) 'EALANT J" TRIM FRAMING MEMBER NICHIHA PANEL WEATHER RESISTANT BARRIER EXTERIOR SHEATHING NICHIHA SPACER FACE FASTENER 1/4" CLEARANCE FROM EDGE OF PANEL TO F "Z" FLASHING 10 mm WOOD STANDARD 6'& 10' HORIZONTAL PANEL WINDOW HEADER DETAIL FRAMING MEMBER METAL COPING FACE FASTENER NICHIHA SPACER 10 mm - WOOD STUD PANEL TYPICAL WALL DETAIL WITH PARAPET 134MM40, Inc. Design & Build 4800 Beach Blvd. #1 Jacksoneville, Florida. 32207 904.434.8852 info@domohomes.com domohomes.com CBC1 256941 Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail HING No. ( Description Date Dimitroff Residence 1095 Tulip Street Atlantic Beach, FL. Nichiha Arch Panels Details Project number 01-2018 Date 01/30/2018 Drawn by Author Checked by Checker Scale A115 ,- ' FIRST, COVER SHEATHING AND DOOR OPENING WITH BUILDING WRAP. INSTALL PER MANUFACTURER'S SPEcIFICATIONS l, SECOND, CUT BUILDING Z r WRAP AT DOOR OPENING ER MANUFACTURER'S SPECIFICATIONS THIRD, LEAVE A FLAP AT J,�` THE TOP (HEAD) OPENING ' AS BWOWN. STEP 3 l l ' S ROUGH OPENING SHOULD 151E SIZED PER DOOR MANUFACTURES RECOMMENDATIONS 7R HEAD SIM. TO '�1DOOR INSTALLATION/TAPING DETAIL EXPOSED DOOR LOCATIONS. SEE DOOR SCHEDULES FIRST, COVER SHEATHING AND WINDOW OPENING WITH BUILDING WRAP. INSTALL PER MANUFACTURER'S SPECIFICATIONS SECOND, CUT BUILDING WRAP AT WINDOW OPENING PER MANUFACTURER'S SPECIFICATIONS THIRD, LEAVE A FLAP AT THE TOP (HEAD) OPENING AS SHOWN. STEP A INSTALL S/j' X 1' BUCK AT SILL ROUGH OPENING SHOULD BE SIZED PER WINDOW MANUFACTURE$ RECOMMENDATIONS INSTALL AS -INCH WIDE STRIP OF P46 UP EACH JAMB OVER THE WINDOW FLANGE STEP D WINDOW INSTALLATION STEP B 4 DUPONT S INCH WIDE XWRAP MIN. 121NCHE5 ICER THAN WINDOW 1GH OPENING AND 'ALL TO TURN UP MIN. EACH JAMB STEN CORNERS PER MANUFACTURES RECOMMENDATIONS 0 INSTALL 9 -INCH WIDE 's? PEEL 4 ST(GK AGRO85 r' THE HEAD FLASWING OVERLAPPING OTHER PEEL 4 STICK INSTALL! STEP C 5 FIRST, APPLY SEALANT TO WINDOW PER WINDOW MANUFACTURES RECOMMENDAT ION STEP C j --SECOND, IMMEDIATELY SET 12�T14E WINDOW CENTERED IN THE ROUGH OPENING A D COMPRESS THE SEALANT AGAINST THE WINDOW, FASTEN PER MANUF CTURER'S AND CODE REQUI °MENTS. INSTALL METAL HEAD INSTALL METAL FLASHING 1N BED OF HEAD FLASHING SEALANT DIRECTLY DIRECTLY OVER OVER WINDOW FLANGE DOOR HEAD HEAD FLASHING 24 GUAGE. CUT SIM. TO WINDOW HEAD SLOPE FLASHING FOR FLASWING ALL METALSTEP POSITIVE DRAINAGE (15 TO IS DFLASHI ECTLY O B 7R HEAD SIM. TO '�1DOOR INSTALLATION/TAPING DETAIL EXPOSED DOOR LOCATIONS. SEE DOOR SCHEDULES FIRST, COVER SHEATHING AND WINDOW OPENING WITH BUILDING WRAP. INSTALL PER MANUFACTURER'S SPECIFICATIONS SECOND, CUT BUILDING WRAP AT WINDOW OPENING PER MANUFACTURER'S SPECIFICATIONS THIRD, LEAVE A FLAP AT THE TOP (HEAD) OPENING AS SHOWN. STEP A INSTALL S/j' X 1' BUCK AT SILL ROUGH OPENING SHOULD BE SIZED PER WINDOW MANUFACTURE$ RECOMMENDATIONS INSTALL AS -INCH WIDE STRIP OF P46 UP EACH JAMB OVER THE WINDOW FLANGE STEP D WINDOW INSTALLATION STEP B 4 DUPONT S INCH WIDE XWRAP MIN. 121NCHE5 ICER THAN WINDOW 1GH OPENING AND 'ALL TO TURN UP MIN. EACH JAMB STEN CORNERS PER MANUFACTURES RECOMMENDATIONS 0 INSTALL 9 -INCH WIDE 's? PEEL 4 ST(GK AGRO85 r' THE HEAD FLASWING OVERLAPPING OTHER PEEL 4 STICK INSTALL! STEP C 5 FIRST, APPLY SEALANT TO WINDOW PER WINDOW MANUFACTURES RECOMMENDAT ION STEP C j --SECOND, IMMEDIATELY SET 12�T14E WINDOW CENTERED IN THE ROUGH OPENING A D COMPRESS THE SEALANT AGAINST THE WINDOW, FASTEN PER MANUF CTURER'S AND CODE REQUI °MENTS. INSTALL METAL HEAD NOTE. CUT HEAD FLASHING SO FLASHING 1N BED OF THAT IT EXTENDS I' BEYOND SEALANT DIRECTLY WINDOW JAMBS OVER WINDOW FLANGE , HEAD FLASHING 24 GUAGE. STEP SLOPE FLASHING FOR POSITIVE DRAINAGE (15 TO IS STEP % SLOPE) EBEND FRONT PIECE BACK BEND HORIZONTAL FACE DOWN SEAL CORNER$ HEAD FLASHINGS APING DETAIL FIRST, UNFOLD ��BUILDING WRAP AT THE WINDOW HEAD AND LAY FLAT OVER THE HEAD FLASHING —SECOND, APPLY PEEL 2)4 STICK TARGETS AT > THE CORNERS. -'- FOLD EXCESS WRAP 1�3FROM SIDE=S INTO OPENING AND SECURE. EXT. 3H& BUILDING SEALANT SCALE: N.T.B. �_~TY �PlAL RJAM -INSTALL 3 -INCH WIDE PEEL 4 STICK ACROSS ,',��' .• THE HEAD FLASHING ' OVERLAPPING OTHER PEEL 4 STICK INSTALLED STEP 3 I i I UOOD EXT. SHEATHING I BUILDING WRAP I I i + I i I i rTUDS (MIN.) METAL HEAD ' '1155 IOR FLASHING SET IN A BED OF SEALANT 7C W/ CLOSED CKER ROD SEALANT GG:: SCALEx N.T.B. NOTE: 1. CONTRACTOR TO FOLLOW INSTALLATION RECOMMENDATIONS FROM MANUFACTURER FOR EACH COMPONENT. ANY DEVIATIONS SHALL BE SUBMITTED FOR REVIEW BY ARCHITECT. 2. SPACE BETWEEN COMPONENTS ARE SHOWN EXPANDED FOR CLARITY. FIRST, UNr> BUILDING WRAP F AT THE WINDOW HEAD AND LAY FLAT OVER THE HEAD FLASWING SECOND, APPLY PEEL 4 (2)STICK TARGETS AT THE %> CORNERS. SCALE: N.T.S. VERTICAL TRIM - 45° THER CUT TRIM" Bim' JOINT DETAIL AT EXTERIOR FINISH SCALE- W -T-4' TYPICAL WOOD STUD WALL IREFER TO FRAMING dJ DRAWINGS FOR HEADER SIZES SEALANT W/ CLOSE[ CELL BACKER ROD 1 TYPICAL DOOR HEAD SCALE; N.T.S. i EXT, SHEATHING/ --TYPICAL WOOD STUD WALL I 1 BUILDING WRAP -,..� I I I I I+ REFER TO FRAMING I DRAWINGS FOR HEADER SIZES I PEEL 4 STICK J SEALANT W/ CLOSED METAL HEAD CELL BACKER ROD FLASHING SET INA BED OF SEALANT SEALANT WITH BACKER ROD FILL SOLID W/ FOAM GAP AROUND ALUMINUM ! !`-- I WINDOW PERIMETER FRAME WINDOW J 2 TYPICAL WINDOW HEA® SCALE= N T.S. EXT. SHEATHING BUILDING WRAP TYPICAL WOOD STUD WALL SOL, 9' PEEL 4 STIOE— I � 1 SEALANT PER i DOUBLE STUDS (MIN.) MANUFACTURES ; AT ALL EXTERIOR RECOMMENDATION. Ji DOOR JAMt3S F_- _ _ _ _ _ ---SEALANT W/ CLOSED CELL BACKER ROD ALUMINUM I FILL SOLID W/ FOAM FRAME WINDOW i GAP AROUND WINDOW PERIMETER TYPICAL WINDOW JAMB SCALE- N T.B. FILL SOLID W/ FOAM GAP AROUND WINDOW PERIMETER ALUMINUMSEALANT W/ CLOSED FRAME WINDOW .-�CELL BACKER ROD DUPONT FLEXWR BUILDING WRAP - EXT. SHEATHING ?xl' E3UCK DOUBLE STUDS (MIN.) AT SILL TYPICAL WOOD STUD WALL TYPICAL WINDOW SILL SCALE: N.T.S. 101140MOO, Inc. Design & Build 4800 Beach Blvd. #1 Jacksoneville, Florida. 32207 904.434.8852 info@domohomes.com domohomes.com CBC1 256941 Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail No. Description Date Dimitroff Residence 1095 Tulip Street Atlantic Beach, FL. Window Flashing Details Project number 01-2018 Date 01/30/2018 Drawn by Author Checked by Checker A116 Scale