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1909 SELVA MARINA DR - ADDITION DRAWINGS Cu N C 0) 4= V •�' C CU � j •C � O O C � N = L= vC N W 0) c C Cp N U CM E •� .O U +cu D N O •O CO .,. GENERAL DESIGN INFORMATION : o o ° Cn oo- o oC BUILDING CODE RESIDENTIAL - 2014 FBC a 0) C .Q WIND SPEED 130 o CATEGORY II cu � a Cu .D S1 6024 ' 46 " E 8MAX. ROOF HEIGHT +/- 17'-5" o = N ' cu Cn co (MEASURED FROM GRADE, FIELD VERIFY) o -- -- -- -- -- -- - - - - C >' .CU _� N FINISHED FLOOR ELEVATION VARIES 9"-16" ABOVE GRADE, �° •� - co MATCH EXISTING _� a 8. N �j 2 Cn I LOT 25 I SEE STRUCTURAL ENGINEERING SHEETS (BY OTHERS) FOR: o Cn CU o �- v CU � o N =I i 1. EXPOSURE CATEGORY, WBDR CLASSIFICATION & PROTECTION I- cu N a V Cu LOT 26 20 T BRL LOT 24 REQUIREMENTS. 2. DESIGN PRESSURES. I 3. DETAILS, SPECIFICATIONS; CONNECTIONS, ETC. OF ROOF, WALL & i I I i FOUNDATION. EXISTING FENCE ►f I GRADE TO I U TO BE REPLACED �� NEW COV. PATIO z M TYP. I I ADDITION 20'40" TYPE OF CONSTRUCTION: OCCUPANCY CLASS: N NEW PAVER PATIO Q T" C GRADE TO DRAIN I LEVEL OF ALTERATION: Q CM I FBC 2014-EXISTING BUILDING LEVEL II W J O �n ' , J LJL M .N SCOPE OF WORK: = o PROPOSED I (n = U NEW POOL NEW POOL EQUIP. NOTE: SCOPE OF WORK TO BE COMPLETED IN PHASES, PER OWNER & Q W W o (BY OTHERS) I TO BE LOCATED CONTRACTOR. _ BY OTHERS. < U m Z 3 1. INTERIOR REMODELING. NEW OFFICE, BATH, & COVERED PATIOJ Q U = CU H i ^ ADDITIONS. J z a 0 m 1 9 0 9 I � 0 2. NEW PAVER PATIO. - Q Q I m I o 3. NEW POOL. DESIGN & SPECIFICATIONS BY OTHERS. ~ aC • NEW I .. 4. OTHER EXTERIOR IMPROVEMENTS: REPLACE EXISTING SHINGLES & w I O ADDITIONj 10L6 N i EXISTING i N PAINT HOUSE. 06 r- 1 —STORY. ,_ I r- U AME INEW SITE CALCULATIONS: L� i iIA/C I LOT SIZE 10,625 SF EXIST. / n HOUSE (UNDER OVERAGE 3576 SF 34% A/c _ T �- DRIVE-CONC. COVERAGE 458 SF 04% POOL OPEN PATIO COVERAGE - 697 SF 07- Ln I L0 TOTAL COVERAGE 4731 SF 45% SQUARE FOOTAGE CALCULATIONS: CO f— M > z z I EXISTING CONDITIONED SPACE 2634 SF p Q z ; CnF- I I I NEW CONDITIONED SPACE 178 SF p 0 z O TOTAL CONDITIONED SPACE 2812 SF Q SITE PLAN 06 0 a CD LL O2 = 20 BRLSCALE: 1" = 10' EX. UNCONDITIONED SPACE - PARAGE 463 SF z = Q Q EX. UNENCLOSED SPACE-COV. FRO14T ENTRY 68 SF W ~ J Im 0 06' NEW UNENCLOSED SPACE-COV. REAR PATIO 232 SF O Q (W V EXISTING SITE PLAN INFORMATION w z (M z DRIVE OBTAINED FROM SURVEY 1— I I DATED 12- 14-1981 EXISTING TOTAL SPACE UNDER; ROOF 3165 SF NEW TOTAL SPACE UNDER ROOF 3575 SF Q N1 6024 ' 46 " W 85 . 00 ' ADDITIONAL INFORMATION: CALCULATIONS REFLECT ALL IOMPLETED PHASES. SHEET INDEX: r SITE DRAINAGE INFORMATION : AS APPLICABLE TO PROJECT Al SITE PLAN A5 ELEVATIONS-SECTIONS M SELVA MARINA DRIVE A2 EXIST. FLOOR PLAN_ROdF PLAN A6 ELECTRICAL PLAN d p� DIRECTION OF DRAINAGE A3 NEW FLOOR PLAN Q 1. GUTTERS TO BE INSTALLED W/ DOWNSPOUTS. A4 ELEVATIONS-DETAILS 0LLI AR 16 017 2. DOWNSPOUTS TO DRAIN TO CONCRETE SPLASH BLOCK. AS APPLICABLE TO PROJECT: Q 3. DOWNSPOUTS TIED INTO FLEX PIPING THAT RUNS TO THE STREET FRONT PROPERTY LINE & TIED INTO POP-UPS THAT DISCHARGE INTO A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE p zQ THE STREET RIGHT OF WAY. SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE PRIOR J 4. MATCH EXISTING DRAINAGE PATTERN, FOR ADDITIONS TO EXISTING TO FRAMING INSPECTION. REVIEWED FOR CODE COMPLIAN E STRUCTURES, AS REQUIRED. ! CITY OF ATLANTIC BEACHSEE PERMITS FOR ADIDITIGNAI U- W REQUIREMENTS AND CONDITIONS W O REVIEWED BY:_,JV GATE:3 Z 7 w Drawings to scale, only if printed from 24X36 PDF format. N O C C c cu C •� O O cu 2s'-s" v W 0) C C N0. _ E4-0 .0 N DWN 4" O :30 O C .-. C '0 N N FIREPLACE O `O p C O II a 4- O N z I ' t _ 'i- o to U � C W SCOPE OF WORK: 0cu ao 1. NEW MASTER SUITE: — cu '0 - ^ - NEW MASTER BATH: WALK-IN SHOWER, WC ROOM, 8FT VANITY W/ 2 SINKS; = to li>_, cc i SKYLIGHT IS EXISTING. N cn EXISTING SLOPE TO DRAIN - (2) NEW MASTER CLOSETS & NEW STORAGE CLOSET. LINEN CLOSET IS EXISTING. > N BEDROOM 4 - - NEW A/H FOR MASTER SUITE. '3 cu c cu _ C 8'-1" CLG NEW 6" BOX - MASTER BEDROOM: EXISTING SLIDING DOOR IS ADJUSTED, PER PLAN. N cu •V cu COLUMN (TYP) •1t A W EXISTING 2. NEW BATH/ POOL BATH & OFFICE ADDITION: p cn= O O p , FAMILY R M — BATH: WALK-IN SHOWER, 3FT VANITY, WC, TOWEL STORAGE, EXTERIOR PATIO DOOR. — Cn V j }, N - OFFICE: BUILT-IN COUNTERS, OVERHEAD CABINETS, NEW WINDOWS, O N tC ++ T O O- SLOPED CLG 2 V) O � C 2 A5 BARN & POCKET DOOR ENTRIES, ADDITIONAL STORAGE (SHELVES OR CABINET) N PER OWNER. ;C -0 Cu 4) 0 C .N NEW COVERED - PATIO SLOPED CEILINGS FOR OFFICE & BATH. I— Rf co CLU cu -0 9'-1" CLG 3. NEW COVERED PATIO ADDITION: FIREPLACE - 6" BOX COLUMNS & BEAMS. NEW OPEN PAVER PATIO & POOL - PAVER PATIO, COVERED & OPEN. N (POOL DESIGN BY OTHERS) 0 i DWN 6" 6 4. OTHER: V 0 _ - NEW POOL, BY OTHERS. Z EXISTING MASTER li N 0 BATH - BEDROOM it . Z CV _ 8'-1" CLG SLOPED CLG �� ALL CONSTRUCTION TO COMPLY WITH (& BE VERIFIED PER) THE REQUIREMENTS OF THE 2014 rn Q M P FLORIDA BUILDING CODE. `J 0 � E Q ROOM FINISHES Q O �n J � a BASE WALLS CEILING Q =� LL M � o M ROOM NAME FLOOR NOTES MATL FINISH MATL FINISH MATERIAL FINISH HEIGHT (� = 0 '0 EXISTING MSIR VESTIBULE/ WOOD WOOD PAINT GWB PAINT PAINT 8'-0" REPAIRS/ PAINT, AS ") = V 0) E a SLIDING DOOR REQ. FOR AFFECTED 5 Q (Q x o MOVED 12" CORRIDOR GWB AREAS G Q W N » MSTR BATH TILE 81_0» Q U m Z I o� A5 6 , DWN — J U O N O O 6" CLG CHANGE MSTR CLOSETS CARPET J Q a U O O 8' 4' 7'-3" 5'-5" 3' 3'-2" 7'-4" NEW BATH 4 TILE GWB GWB SLOPED ..l Z _j ij NEW OFFICE WOOD GWB GWB SLOPED Q 3 4' 3" CLG CHANGE EXISTING I NW NW �� W BEDROOM 3 I NW 6 NOTES: 8'-1" CLG » D 6 SHELF & HANGING FLOORING FOR ALL AFFECTED ROOMS, TO BE VERIFIED PER OWNER. 06 DWN 5 N I EXISTING I o ! `- O' FINISHES FOR ALL AFFECTED AREAS, AS REQUIRED. r, KNEE SPACE V KITCHEN 1 I �w w ° p - ❑ _ 8'-1" CLG i I cnN, � � Q NF . x NOTES: DWN 7" BUILT IN DESK y I z 1 -10" w o o z W/ KNE SPACE NF I ¢ ue M z 1. SG INDICATES WHERE SAFETY GLAZING IS REQUIRED. 00 SUPPOR POSTS, I v O w AS REQ. _ z NW .- N" ^' Ad `j 2. NF INDICATES WHERE NEW FRAMING IS REQUIRED IN AN EXISTING WALL. i » �� o HIS C�_OSE DWN 7T NEW 3. NW INDICATES WHERE A NEW INTERIOR WALL IS TO BE CONSTRUCTED. l _ 8'— CLG ° ——— EXISTING I T -- j 1 ` �' O (79 SF) = AC -- MATCH EXISTING CONSTRUCTION &''NEW/ EXISTING FINISHES. L —— —— - `O Q o NW SEE ENGINEERING FOR DETAILS & SPECIFICATIONS, IF APPLICABLE. DINING g ' / *n m� O ' . � 0 4. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO 8-8 CLG _ I NW z cn �— - J� , CONSTRUCTION. NOTIFY ENGINEER (AND/OR DESIGNER, IF APPLICABLE) OF ANY M NEW w EXISTING OFFCEa_ � DISCREPANCIES. W N SLOPED Y N EXISTING NF CLG � � � �� � LAUNDRY N � �� � \ O SHELF & HANGING � I—' >_ M AC 8'-1" CLG (92 SF) _47 3- " NEW AH DOOR SCHEDULE 0 Z �/ ul cnW t IN - SYMBOL TYPE WIDTH HEIGHT MATERIAL FINISH THRESHOLD NOTES Q EP O SHW SG O2 VESTIBULE O ° I 1 PATIO 2'-6" 6'-8" TMP. GL/ FIBERGLASS PAINT ALUMINUM EXTERIOR Q C� Z O 8'-1" CLG - (n 2 6-PANEL 2'-8" 6'-8" WASONITE OR WOOD (VERIFY) INTERIOR Q --I NF c1 NEW VSTR z Q LL 6'-2" 6'-6" 6'-4" BA > 00 3 6-PANEL 2'-6" 6'-8" 06 W _ 8'-1" CLG O2 0u0 4 6-PANEL PKT 2'-6" 6'-8" Z V- 0 V DWN 6" Q DWN 7" i ° 1 5 6-PANEL 2'-4" 6'-8" W W NF0, NW � NF » O atS J IM _ ,,:,,; 6 LOUVERED 2t-4- 6 -8 O W V EXISTING TEMP. GL 7 6-PANEL BY-PASS 6'-0" 6'-8" 2 Z EXISTING LINEN W 0) Z FOYER LK-I ENCLOSURE � GARAGE SLOPED CLG HW W/ CURB 8 SLIDING 4'-0" 7'-0" OD STAR OR PMT BARN DOOR HARDWARE f" 8'-5" CLG = SG NW "' © NOTES: ~ 0 OWNER. Q 3'-10" \C 3'-2" SAFETY GLAZING VERIFY DOOR STYLES, W/ WN NOT REQ. FOR DWN 5" EXISTING 26" OPENING 5 W N WINDOW. DISTANCE WINDOW SCHEDULE LIVING BENC O FROM SHOWER IS 8'-E" CLG NF! -- — MORE THAN 60". SYMBOL SIZE HEADER HGT TYPE REMARKS NOTES: OA PR 2636 6'-8" CASEMENT VERIFY ALL WINDOW 1. WINDOW SIZES LISTED ARE » � � STYLES & DWN 5 z z © 2630 6'-8" S MANUFACTURER, W/ NOMINAL. ACTUAL WINDOW SIZE EXISTING z NEW z SHALL BE VERIFIED PER BEDROOM Z = HER CLOSET z x OWNER. MANUFACTURER AND GLAZING W 8'-1" CLG A SLOPED CLG -d NF VERIFY EXISTING FINISH. J EXISTINGJ (82 S-) J LINTELS/ HEADERS O ENTRY = = 2. NEW FRAMING, AS REQUIRED, 8'-11" CLG N � WHEN REPLACING WINDOWS IN W M I EXISTING OPENINGS. _ SHELF & HANGING I I I � � I I Z� W NEW a o FLOOR PLAN cll� o SCALE: 1/4" = 1' 4 � LL C� OFFICE COPY 0 W ° Z W W 0) Drawings to scale, only if printed from 24X36 PDF format. P W C 0) 4- O C C C ++ •L C W cn cu L C •� C 4- C •c O O OC O 'D N EXISTING SKY LIGHT (D •� U .CM Ucu c 'O 12 C "p O O ^ — 5� VERIFY O O t` co c 0 t` O QLO C +- O cu 4 O N 'c a PLATE HGT 8'-1" _ _ _PLATE HGT 8'-1" cl)C ,.., C C 'p WINDOW HGT 6'-8" _ _ _ WINDOW HGT 6'-8" - -- VERIFY - - -- � � - � --- - - VERIFY � N � .-: Z' cu DOOR FLASHING DETAIL - NTS CD c >+ � > -- '� � 0 C --- � cu -o cu = cu .0 ai a �ar C vi 1 C. COW — I V !L- INSTALL - C INSTALL Z FLASHINGV N OVER V " -- --- " O O CU +� tti O C- 1 X TRIM IF DO _ _ OR IS NOT to •- FFL 0.0� - - - - - - - _ - - _ - " i _ ___ _ - -_ _FFL_0.00 COVERED WITH PORCH. O � = E C DINING FFL -(� LJ N O c .� F— cv U) Q V O -0 APPROVED 'WATER RESISTIVE EXISTING BARREIER' DOWN TO DOOR FRAME EXTERIOR FINISH REAR ELEVATION HEADER 7/16" APA RATED SHEATHING - � FOAM INSULATION - - �x WOOD TRIM r , SCALE: 1/4" — 1 CAULK �J DOOR FRAME PER Z DOOR MANUF. WEATHER STRIPPING DOOR STOP - M PER DOOR = N U MANUFACTURER L M 0 M r NEW SHINGLES NEW LAP SIDING ® -�/� d' @® NEW ROOF COV. PATIO ADDITION V/ Q C NEW SHINGLES �!T Q J M •� WHERE SKYLIGHTS 4 •p REMOVED Z O 12 "-- -- THRESHOLD AND CAULK UNDER THRESHOLD W/ VJ = U 0 VERIFY &EXISTING 5J'" WEATHER STRIPPING NON—HARDENING WATERPROOF Q W .O � --- - NEW SHINGLES PER MANUFACTURER CAULK = \ ® EXISTING ROOF SSTEP URFACE TO OUTSIDE �( V m zILI '3 TYPICAL ` p Cc NEW SHINGLES - T - U ® EXISTING ROOF - - - - j TYPICAL liA - - --- -- z ' PLATE HGT 8'-1" VERIFY WINDOW INSTALLATION (METHOD A-1) WINDOW HGT 6'-8" WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. Q W FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. 1-INST n SHEDDING FASHION, SECTION A THROUGH WINDOW JAMB 06 STARTING AT THE BASE OF / ---- THE WALL & WORKING TOWARDS _ NEW 4" TRIM ® DOORS THE Tot', INsrALL THE WRB U \ / & WINDOWS, AS REQ. TOTHESHEATHING. OF THE SEALANT BEAD BEHIND MOUNTING 2-APPLY SILL FLASHING FLANGE. 3-APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET WINDOW USING PAN HEAD SCREWS TO NTNG. APPLY FFL 0.00" FACILITATE INSPECTION. A 36' NOM. DIA. TO THE BACKSIDE INTERIOR) ( ` - - --- - 4-APPLY BEAD OF SEALANT AT THE WINDOW FLANGE, IN UNE WITH ANY NEW PAVER PATIO DINING FFL =7 SIDE JAMBS. EXTEND 8 J¢' PRE-PUNCHED HOLES R SLOTS. 5-APPLY JAMB FLASHING e FLASHING NEW STEP NEW LAP SIDING NEW 6" COLUMN NEW STEP 8-APPLY BEAD OF SEALANT JAMB FLASHING SEALANT BEAD BETWEEN FLASHING APPLY CONT. SEAL TO THE MOUNTING FLANGES AT THE AND MOUNTING FLANGE AT HEAD TOP (HEAD) AND SIDES (JAMBS) OF WINDOW. EXTEND 7-APPLY HEAD FLASHING SEALANT AT JAMBS 8 Jr ABOVE THE R.O. AT HEAD. (o REMOVE PREVIOUSLY APPLIED EMBED JAMB FLASHING INTO SEALANT AND FASTEN IN N TAPE. ALLOWING WRB TO LAY PLACE. (FLASHING GOES OVER SEALANT). FLAT OVER HEAD FLASHING. / \ N NEW APPLY NEW SHEATHING TAPE Z M DIAGRAMOVER DIAGONAL CUT - SEE p Z REAR ELEVAT�10N SECURE WRB 0 g AT HEAD Q � Q � SCALE: 1/4" = 1' z p uuj 06 W .. ;r \ FLASHING AT HEAD EXTENDS 1' BEYOND ''nn ` cc y/ JAMB FLASHING. V O 0 G SEALANT _ z ( HEAD FLASHING 'J �- W EMBED BOTTOM OF THE HEAD FLASHING W J m NEW SHINGLES Ixi // I AGAINST THE PREVIOUSLY APPLIED Q Qts ® NEW ROOF W �;, SEALANT(FLASHING GOES OVER 0 / SEALANT). EXTEND HEAD FLASHING Q BEYOND EACH JAMB FLASHING. FASTEN - � IN PLACE. �� A P: Z g�- s JAMB FLASHING - � EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 8 W ABOVE ROUGH OPENING AT HEAD. TUCK TOP OF JAMB \ FLASHING UNDER THE FLAP OF WRB AT THE HEAD. SEE DIAGRAM. 9 I / SEALANT NEW SHINGLES ® EXISTING ROOF T SILL FLASHING / _ _ _ "r SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT PLATE HGT 8'-1"- - - - - - - - - - - - - - - - - - - - - - - - - - - - O� WINDO MMANUFACTURER SPECIFICATIONS. PER VERIFY 135' WINDOW HGT 6'-8" _ _ t0 WEATHER RESISTANT VERIFY GREE A ATA 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE r TOP CORNERS AND CENTER TO THE EXTERIOR 1 WRB SURFACE ABOVE. (Y� -- / INTERIOR VIEW �- / TOP LEFT CORNER OF WINDOW 1 EXISTING — Q W FFL 0.00" - --- W Q Q co NEW Z 0 LEFT ELEVATION (0 1 > o W SCALE. 1/411 = 1 OFFICE COPY W J � w co Drawings to scale, only if printed from 24X36 PDF format. P cu ^�, W NEW SHINGLES 4= ® NEW ROOF O C C l _l( __TTS 1 - 'I-T - - l._ - -- T _ - r'I 4 C C 4- TI � T � c I I" T, T�1i �I ]��h - - �! �� I- � � .� •� 10 •� O `i L ASPHALT SHINGLE UL UL 790 OR ASTM E 108 V C CLASS A FIRE RATING r� FLASHING DETAILS - NTS o o ° (n CD T �T_.T _- J J UL WIND RESISTANCE ASTM D 3161, ASTM D 7158 T C T T C� NEW SHINGLES ` &1 O C PLATE HGT 8'-1" — — — — — — — — — — — — — — T �' T �-T ` =4 OR TAS 107 Lill (D 4— O - ® EXISTING ROOF O N O - n — — TYPICAL FLASHING TO BE APPLIED T0: L •C 'U VERIFY - - ---- _ - INTERSECTION OF CHIMNEYS OR MASONRY W/ c (D •C d WINDOW HGT 6'-8" — — — — _ � � FRAME/ STUCCO WALLS 26 GA. GALVANIZED "Z" � +.• 3 cu VERIFY _ _ _ _ - UNDER do AT END OF MASONRY, WOOD, METAL 0 !� FLASHING (WHERE EXTERIOR O L NEW 6" COLUMN COPINGS do SILLS BUILDING PANELS JOIN M C 'D TYPICAL - CONT. ABOVE All PROJECTING WOOD TRIM HORIZONTALY N MATCH EXISTING LAP ) O cu C SIDING, WHERE WINDOWS — EXISTING - WHERE PORCHES, DECKS, STAIRS ATTACH TO }' L N �+ cu WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONST. � N � � •L L - O WALL AND ROOF INTERSECTIONS ; REMOVED THIS WALL L p� s " � - ® BUILT IN GUTTERS B •3 c C (u C NEW 4 TRIM ® DOORS & WINDOWS, AS REQ. — - � __ 26 GA. GALVANIZED 5 -o c0 = c0 •0 j 12 X 5 ANGLE FLASHING l- CL - C --- " SEE (WHERE CHIMNEYS AND 4-0 E N ` W •U FFL 0.00 — — — — — — --- — - - --- - — ----- -- -- -- — — ---- - -- — ---- FIBERGLASS SHINGLES ON ELEV. = U WALLS MEET ROOF) O — O �+ C NEW PAVER PATIO 'APPROVED' SELF-ADHERING +� cn U � j lwa- N GRADE UNDERLAYMENT OVER CD cn O +_ O SHEATHING W/ Xi" CLIPS N — E C C U 'O (u L O 'O N PRE-ENGINEERED 0 N (DV C '� NE A 2X6 FASCIA 26 GA. TRUSSES ® 24" O.C. GALVANIZED 2 1/2" R-30 INSULATION RIQHT ELEVATION METAL DRIP EDGE 1/2" CEILING BOARD VINYL SOFFIT or 5/8" SHEETROCK SCA E: 1/4" = 1' DOUBLE 2x TOP PLATE (SEE WALL SECTION FOR W/ APPROV. ' SPECIFIC ROOF COVERING & HURRICANE ANCHOR AT U FASCIA, PER PROJECT) ENDS OF EACH TRUSS Z M E EXISTING ROOF ARCHITECTURAL SHINGLES ON 'APPROVED' A 2 3/4" B C N 0 THIS AREA SELF-ADHERING UNDERLAYMENT ON A.P.A. 7/16" NEW SHINGLES Z M •a SHEATHING WITH 8d RINGSHANK NAILS AT 4" O.C. 0 NEW ROOF 0 N 0 Q M E EDGES & 8" O.C. IN FIELD. � — 0 , 0) N (� Q � � U� ��- y 5" LL, M •tA SEE ENGINEERING J_ FOR RAFTER FRAMING JI _'_�I -- �� -, IL % - "�--- '— „ " 2 O � `T` 26 GA. GALVANIZED 26 GA. GALVANIZED 5 32 GA. GALVANIZED Z to 12 SPECIFICATIONS �I �, _I �1 rel IL _ll_ � I� - ���I 2-1/2" METAL DRIP X 5 ANGLE FLASHING FLASHING 2 V 0) E 15 VERIFY T j j II I Jir —� l EDGE (NOT TO SCALE) (NOT TO SCALE) Q Q MATCH EXISTING NOTE: SEE STRUCTURAL -T- ! --'� �T- I I! - -- - � ' V LLI z ENGINEERING FOR ALL �' - ---- ��"�` Q m •3 CONNECTIONS & TIE DOWNS Ii Y T PIPE BOOT Q 2 U -- — �' 24 WIDE �I J �i. GALVANIZED METAL FLASHING ® ALL _I VALLEYS � � i - T ` I) FLANGE Q (2) PT 2X4 TOP PL T �; , EXISTING R-30 INSULATION II � �II � � - Q W AIR SPACE ALUMINUM DRIP — i, --- & GUTTER, AS REQ. _ - I;�I NEW SHINGLES W / r Q ® EXISTING ROOF n . - - — J 5 8" GYP. BD. j' II :i !I �! i _ _ �'.�.. - 4 PLATE HGT 8'-1" 06 PLATE HGT 8'-1" — — — — — — — — — _ �.� - -- � - — —VERIFYOL SLOPED CEILING - VERIFY PLUMBING STACK VALLEY FLASHING v WINDOW/ DOOR HGT _ INSULATION �` -- - - - - _ WINDOW_ _ - RIO (NOT DETAIL (NOT TO SCALE) — - -- - — ---I- -- I --- -------- — — --- - - — - - - DOOR HGT FLASHING0 DETAIL N N E ' VERIFY - ------ � ------ I ,-_ -; 6 -8 , VE I FY NEW OFFICE CASEMENT WINDOW NEW 6" COLUMN i (4" PT POST, TYP.) MATCH EXISTING BARN STYLE 32" H FRAMING & FINISHES, DOOR BUILT-IN � I WHERE WINDOWS DESK LAP SIDING j M REMOVED SEE DETAIL ! M 1X BASE ! W N I- 4" SLAB 2X4 SILL PL ` ` Z Z M ARCHITECTURAL SHINGLES ON APPROVED O Q Q W/ SEALANT j I -- NEW STEP j SELF-ADHERING UNDERLAYMENT ON --- FFL 0.00" A.P.A. 7/16" SHEATHING WITH 8d �_' FFL 0.00" _ — — - — -- - -- — — - - — — --- -- - — -- - ---- -- _.� RINGSHANK NAILS AT 4" O.C. EDGES & 0 (' Q SLOPE TO DRAIN - 8 0 C FIELD. AWAY FROM STRUCTURE_ i', - -- 12 " IN 0 Z 0 NEW PAVER PATIO EXISTING /\\\\\\\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i /\\/\\i\\i\\i\\i\\/\ i L �. �; i� L L L L,— 5 VERIFY Q _. _ �— GRADE / / / / / , / / / / / / / / / / / / / / / / / SEE ENGINEERING (111119 _j LL \ \ \ \,\ \ \ \,\,\ \,\ \ \ \ \ \ \ \ - - MATCH EXISTING FOUNDATION \ \ \ \ \ \ \ \ �- � -�- � \ \ \ \ \ \ \ \ \ \�\�\ \ \ \ \ \ \ \ \ �7' T�7`T/ �'�T � T�T'�/ /rT 7�7"�/i'�7�'r � i 7�/�/T7'�T 7"�r� i i � r�, �.,,, ., � rT 7�T�/Ti�7 r%` 7�, � �T�r�' �rT" �' / / / / / / / / /,/ -/ / / / / / / / / , �i� / / i / / / / / / / / / / / /,/, / / ,;: / / / , /.:;;- : ✓ / / / / / / / / / / / / / / , / / 00 LL \� \/\ \/\/\ \/\ , \ ,� FOR TRUSS & OR FRAMING / G VERIFY CONDITIONS \ \ \ \ \ \ . \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \/\/\/\/\/\/\,\/\\/,/\/\/\/ /\/ /\/ ✓ / / / / / / i,i, „ . / , / / / / / / / / , /;, / / / / / / / / / , / / / / /,,/ //// /// / / / / / / / / / / / / / / /. / / / /\/ / / / / / / / / / / / /\/\/ /\/\/\ \/\/ v\/ \!'<! ✓\/\!\/ : \/ /„ /\/\/\/\/\/\/\/\/\/ \/\< \ \/\/\/\/\/\/\/, SPECIFICATIONS C7 ,/\/\/\/ /\ ,\/\/ /\/\ \ ,;:,,,, /,/,/, t /// ////////// O v SEE ENGINEERING !i\////// /T // ///\i/\i///\/\i\i/ \i/i.,./, \/, r / ,..,, r ,\„ , .,/\i\i\i\i\i\i\i\/ ,. % r,,,, \/\/\i\,\i\/\i\/ Z FOR FOUNDATION PLAN NOTE: SEE STRUCTURAL / CLEAN COMPACTED ;\\\�\\\\�\\\\j \;, ; �;, \\�\\�\\�\\�\\�\\�\\�\\ \;,>; \�\�\�\\\\�\\\\; J F— W AND DETAILS ./i i///////i// ; /\/�/ ,: i/\//\//\//\//\//\//\//\//,i^// "/!''%\i\!/\/\ / ENGINEERING FOR TIE DOWNS W TERMITE TREATED i FOOTING ® EA. POST, TYP. 0 06 J m FILL v�vv%w%wv%`v��r �y wiwiwiwiwiwiwiwi/�i; i,�i�;���wvwr SEE ENGINEERING FOR ALL " W V /%/ice//v//v//w//w//w/ /, PL HGT 8-1_ ALUMINUM DRIP 0 SPECIFICATIONS TOP OF BEAM R-30 " '� GUTTER, AS REQUIRED Z 0) Z INSULATION, AS REQ. 1 X3 OVER 2X8 FASCIA ~ 0) V_8„ VERIFY & MATCH EXISTING e- E•- NORTH VIEW TONGUE & GROOVE CEILING MATCH Q SECTION OFFICE & I EXIST. VENTED SOFFIT WRAP BEAM W/ 1 X MATCH EXISTING BEAM SEE ENGINEERING FOR SIZE, RIGHT ELEVATION @ LIVING NOTE: SIDING ® NEW ADDITIONS 1 X2 TRIM SPECIFICATIONS & SCALE: 3/8" = 1' A5 � I I CONNECTIONS 6" BOX COLUMN, 4X4 PT POST 2X4 STUDS ® 16" O.C. NOTE: SEE STRUCTURAL 'APPROVED WATER-RESISTIVE ENGINEERING FOR BEAM TO R-13 I POST & POST TO � INSULATION BARRIER' ON 7/16" A.P.A. M RATED SHEATHING W/ 8D NAILS j FOUNDATION CONNECTIONS (n 1/2" GYP ® 4" O.C. ® ALL EDGES AND 8" Z dj BD. TYP. O.C. IN FIELD. (TYP U.N.O.) 1X6 TRIM 0 SEE ENGINEERING � FOR PAD FOOTING DETAILS I'- LAP SIDING FFL 0. __ & SPECIFICATIONS V W (INSTALL PER W Q MANUFACTURER'S AWAY FIRPE TO DRAIN STRUCTURE PAVERS OVER SAND BASE, Q SPECIFICATIONS) OVER GRAVEL BASE COVERED PATIO SIDING SECTION 2 \ ��\��\�1\\X\��\��\� �- S CAL E: 1/2" = 1' A 5 CLEAN TERMITE T R TREATED CTED \/�\%/\\%/\\%/\\%/\\%j\/ LL DETAIL FILL w SCALE: 1/2" = 1 ' LO OFFICE COPY W W Drawings to scale, only if printed from 24X36 PDF format. o c� GENERAL NOTES EPDXY NOTES EL � a 1. CODES USED: 2014 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER EDITION,ACI, NDS,APA AND ASCE7-10. EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY in 0 GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. M w 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS RE: o 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION. HILTI HY150, HILTI HSE2421,SIMPSON STRONG-TIE SET OR APPROVED EQUAL. a z w L: � 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. I STALL IN z z 8 OTHERWISE ON THE PLANS. ACCORDANCE WITH APPLICABLE SAFETY LAWS. a_ O 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. PSI AND TENSILE STRENGTH OF 2,300 PSI. U w O SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER HAN THE ASSUMING 2000PSF SOIL CAPACITY. DIAMETER OF THE STEEL MEMBER BEING INSTALLED. 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS w c THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. LAITANCE, DUST, DIRT,AND OIL. �u o � o 7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE Z EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS Z INTERFERENCES AND/OR ISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE D DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER DO THE WORK. MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE SHEATHING NOTES RESPONSIBILITY OF THE CONTRACTOR. CONCRETE NOTES FOR WALL SHEATHING: 1. USE EXPOSURE 1 APA RATED OSB.SPAN RATING MUST BE MINIMUM 24/16,AND NOT LESS THAN 0 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST 7/16"THICK.FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C. IN FIELD. ~ Z EDITION,"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE",AND ACI 301, LATEST 2. 5/16"HARDI-PANEL MAY BE USED IN LIEU OF OSB. FASTEN TO STUDS WITH 8d RING SHANK NAILS V EDITION,"SPECIFICATIONS FOR STRUCTURAL CONCRETE" AT 6"O.C.ON EDGE,8"O.C. IN FIELD. FASTEN TO TOP AND BOTTOM PLATES AT 4"O.C. D W M > N 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL FOR ROOF SHEATHING: CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1Ya" INCHES FOR 1. USE EXPOSURE 1 APA RATED OSB.SPAN RATING MUST BE MINIMUM 24/16,AND NOT ESS THAN CD U) J FOUNDATIONS,AND 74"FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. 7/16"THICK. FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C.IN FIELD. Z LL. 2. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH Z Q - STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD O 0 _ 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. CONDITIONS, BLOCK PANELS AT 12"O.C. U O 4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. FOR FLOOR DECKING: VAPOR BARRIER AND TERMITE TREATED SOIL. 1. USE EXPOSURE 1 APA RATED PLYWOOD.SPAN RATING MUST BE MINIMUM 48/24,AND 140T LESS ~ J U THAN 3/4"THICK. FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C. IN FIELD. O Z co Z 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING O 24" AND COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MINIMUM 3/4'THICKNESS. MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE _ W ° g FOOTING. N � 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. ALL CONVENTIONAL FRAMING NOTES CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. CONCRETE REINFORCEMENT" 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH(4)16d TOE-NAILS. WHICHEVER IS GREATER. 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH(5)8d NAILS INTO THE 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". RAFTER AND(5)8d NAILS INTO THE TOP PLATE. C a cm m, REINFORCEMENT SHALL HAVE THE FOLLOWING REQUIREMENTS' 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THERAFTER N 10.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH AND(5)8d NAILS INTO THE SLEEPER. U a O 10.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH(4)16d NAILS. 10.3. 1 1/2"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY REINFORCEMENT. _ 8, HIP RIDGE BEAms TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH(12)8dX1-1/2 NAILS. 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, 9. FASTEN RIDGEIVALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN VAL EY BEAM, INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE (11)INTO STUD BELOW. DETERMINED FROM FOUNDATION PLAN,CONTACT THE ENGINEER OF RECORD. ♦^ VJ 12. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF 10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH(6) 16d NAILS. BOTTOM OF W STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE PEAK. 13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF 11. . PEIR4 ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS ikT EACH Q STEMWALL MUST BE FILLED. INTERSECTION OF SLEEPER AND EXISTING FRAMING. Z 14, J FRAMING NOTES LOAD TABLE COMPONENT AND CLADD NG 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2014 FLORIDA BUILDING ROOF: DESIGN PRESSURES CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD LIVE LOAD: 20.0 PSI- CONSTRUCTION. SFCONSTRUCTION. DEAD LOAD: 7.0 PSF EFFECTIVE INTERIO ZONES, AREA,SF END ZONES, PSF PSF 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. CEILING: LIVE LOAD: 10.0 PSF 0-20 24.4 -32.0 24.4 -26.6 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE LIVE LOAD-STORAGE: 30.0 PSF ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER DEAD LOAD: 5.0 PSF 20-50 22.9 -28.8 22.9 -25.3 OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. 1 FLOOR: 50-100 21.6 -27.2 21.6 -24.0 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE LIVE LOAD: 40.0 PSF TREATED. DEAD LOAD: 10.0 PSF 100-200 20.$ -24.4 20.8 -22.9 • DECK LIVE LOAD: 50.0 PSF 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. V Go N to WIND LOADS: 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. WIND SPEED: 130 MPH rn� EXPOSURE: C a. w 7. DIMENSION LUMBER IMPORTANCE: 1.0 ymm 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS BUILDING CATEGORY: 11 � o0 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. ENCLOSED BUILDING: 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH INTERIOR PRESSURE SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF COEFFICIENT: 0.18 co c RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND ROOF PITCH: MATCH EXISTING � U cm LENGTH PER THE DETAILS. m c c- 8. 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED z U N BELOW: a o c" �o 8d=0.131"x 2-1/2" N cn N 10d=0.148x3" o " 12d=0.148"x 3-1/4" 16d=0.162"x 3-1/2" O M 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE FOOTING DETAILS SHEET. 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. IIEP OFFICE COPY Sheet No. k REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH somol SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE: >14 /7 OF C ----- p C7 a Q U p FRAMING NOTES AND LEGEND m SUMURES INTERNATIONAL,LLC Tel: (904)296-2646 TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYR UNO. STUD MATERIAL: 2x No.2 SPF, UNO. p + rl...' fax:(904)296-8846 >� ' , (, ►'t -�' E-mail:-Structures inti@aol.com ,� . b a � , � , HEADERS: ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148"X R 3.5")COMMON NAILS AT 12"ON CENTER. USE OSB SHIMS AS NECESSARY TO E p — - -- --- - X � � __-.-.____-__-___ MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE = U t - -- ------- --- ---- Z o THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. a O �E 1 HEADER NOTATION IS: w e. o N I� � � NUMBER OF PLIES IN HEADER } NUMBER OF KING STUDS (, , -. (2),2x6,2:1 A(2)2X� B y N r NUMBER OF CRIPPLE STUDS �u o �f 77 SIZE OF DIMENSIONAL LUMBER z o ~" p . VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING.NUMBER OF > d r O STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS.FASTEN BEAM TO oWc Z (2)2X8 STUD GROUP WITH(2)MSTA24.FASTEN STUD GROUP TO FOOTING WITH LTT20B.USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS WITHIN 12"OF BEARING, NO LTT20B IS REQUIRED. g � PLACE 6x6 POST UNDER BEAM BEARING.FASTEN BEAM TO POST �Y � jI B WITH(2)MSTA24. FASTEN POST TO FOOTING WITH ABU66.USE 10d Z NAILS IN ALL HOLES. O - — - FASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING �_— Z �... WITH 10d NAILS AT 3"O.C. 0 rj }e -` I, W ch - -- =- -- I N LL V♦ .J Z Z (2)2X8 i V O Z F_ U Ik W O I- ( (1) z M Q o g W Q I � CL DRAWN BY DRAWING NO. PROJECT „ (2)2X8 �{ CHECKED BY �r E \ TITLE t ! 2 DATE YOUR REF. -° OUR REF. ` 2 1 S3.01 / "` SHEET ! ,� s • � OF ! 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WINDOW & DOOR _- I EXISTING SHINGLES SKY LIGHTS REMOVED III 5:12 GABLE ROOF NEW FRAMING - - VERIFY _.� " & SHINGLES I I -- - - --.- - - - -- -- -- - - I SHINGLES I EXISTING IIII I I DINING I _ __ 8'-8" CLG REMOVE 's EXIST. - -- --� III WINDOWS �� CLOSET I III �� (62 SF) I I -- --I SKYLGT I I EXISTING REMOVE co _ - - - - - - _ - - - - - LAUNDRY SKY LIGHTS I -I 8'-1" CLG -- -- - I I L - - - - - - - - - - - - - - - - - - - - - - - z ~ > cnN I i Z p Q EP -- - J - WH AH - fCD 1 _ Ac YNR w NEW Q Q W LL REMOVE VANITIES, \� FIXTURES, SHOEWER, - R06F PLAN 06 Of C7 O Z REMOVE DOORS - _ i TUB, WALLS, z 0 O V DWN 6,. - -- DWN 7" �!�� SCALE: 3/16" = 1' � H > w i � � _L 0J m 06 W U_ EXISTING EXISTING LINEN j�EXISTING T -F DEMO - SCOPE OF WORK: ROOF NOTES: Z 0 � �-- Q z GARAGE SLOPED CLG �� � MSTR I� J W Z BATH EXISTING OFFICE 1. CONTRACTOR TO PROVIDE CONCEALED FLASHING AT ALL O J 8'-5" CLG 8'-1" CLG 1. REMOVE EXISTING SKYLIGHTS & WINDOW, PER PLAN. ROOF TO WALL CONNECTIONS. a m LL Q REMOVE DOORS MASTER BATH O EXISTING I i 2. MATCH EXISTING ROOF PITCH & OVERHANG ® NEW O DWN 5„ 1. REMOVE SKYLIGHT, WINDOW, DOORS & WALLS, PER PLAN. ADDITIONS. OVERFRAMING, AS REQUIRED. LIVING I - 2. REMOVE VANITIES, FIXTURES, SHOWER, TUB, ETC. 0/ 8'-8” CLG - - �� 3. NEW SHINGLES ON EXISTING & NEW ROOF. EXISTING EXIST. OFFICE \ MASTER CLOSET 5 BEDROOM 2SLOPED CLG 1. REMOVE SKYLIGHT, WINDOW, DOORS & WALL, PER PLAN. DWN 5" 8'-1" CLG - (82 SF),-- - LuZ MASTER BEDROOM - - - - - - - - - - - - - - - - - - REMOVE SKY - ;!I 1. EXISTING SLIDING DOOR TO MOVED IN SAME WALL, PER NEW I LIGHTS & ! !� FLOOR PLAN. Z I EXISTING WINDOW ! SII! ENTRY OTHER I I 8'-11" CLG SKYLGT SKYLGT 1. REMOVE WINDOWS ® CORRIDOR & DINING, FOR NEW ADDITION. I I 2. REMOVE EXISTING REAR DECK. 11. p 6 I I I I NOTES: LL W - - - - - 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND Q Til DEMO & EXISTING DIMENSIONS PRIOR TO DEMOLITION AND CONSTRUCTION. 0 NOTIFY ENGINEER (AND/OR DESIGNER, IF APPLICABLE) OF Z 0 FLOOR PLAN ANY DISCREPANCIES. 2. CONTRACTOR TO VERIFY LOAD BEARING WALLS/POST & (n SCALE: 1/4" 1' SUPPORT EXISTING STRUCTURE, PRIOR TO AND DURING DEMOLITION & CONSTRUCTION. X 3. REMOVE EXISTING EXTERIOR CLADDING, AS REQ., FOR NEW W ADDITIONS. 0 0 1 1 2 CN O OFFICE COPY W W Drawings to scale, only if printed from 24X36 PDF format. cn P W CIO 4— O C C C ++ 'L C L co CU 0 C y— N c M O O OC .0 c0 0 W 0) C C N C 00) E .� �� '� C j CO 'DO O 0 L p .10 O ca. p 0 ELECTRICAL LEGEND -c 0) c 'a ( C 0 a D 2 ca � f $ SWITCH C $ 3 WAY SWITCH O (D C U) ' Ca $ SWITCH WITH RHEOSTAT p) L N C > PCU GFCI / ® DOOR SWITCH 3 M C V = C REPLACE / -0 a 'CL .0 •C � EXISTING LGT / AFCI DUPLEX OUTLET — 12 AFF u.o.n. '0 N E � i W .0 FIXTURES, EA. 0SIDE i TS OUTLET — TOP SWITCH �_ .N 0 � U ' C 04 cn CU CU O \ 1 \ CL $ OUTLET ABOVE COUNTER Z o N � ,L C N \ N`� '0 L O O .N C GFCI GFCI OUTLET N o: N N Q V N .0 OO \ APPL n / \ APPLIANCE OUTLET w / 1 wp wp Q_ V GFCGFCI WATER PROOF OUTLET a I a 0 � 1 / I W / Uj 0 _, \ / QUADRAPLEX OUTLET ir ® FLOOR OUTLET U ❑ JUNCTION BOX Z M M / �— N / v WALL MOUNT LIGHT / p I N � � I N QQo WALL MOUNT LIGHT AS SELECTED B � ( Y OWNER M LIGHT CEILING MOUNT FLUSH MT, SEMI-FLUSH SMT) V, Q C U i \ ix O RECESSED LED LIGHTWJ ,Os I \ I _ L.L ch cn IPENDANT LIGHTOOr^// I // OVP RECESSED LIGHT - VAPOR PROOF V! = Q E G W W i l i Q O 0 — — —O' / / // OGI FLOOD LIGHT Q U m z '3 J U_ O co /� ,� 2 v 16 C COMPUTER AND CABLE OUTLET REP LACEJ Z I � EXISTING LGT Q / FIXTURE UNDER CABINET LIGHTINGCL J Q \ O SMOKE DETECTOR (Hardwired w/ Battery Backup) Q W - O CARBON MONOXIDE/SMOKE DETECTOR (Hardwired w/Battery Backup) 06 / 0"- --O\ EXHAUST FAN (TO ROOF OR OUTSIDE WALL) ,+ _ �J EXHAUST FAN W/ LIGHT (TO ROOF OR OUTSIDE WALL) 4 PHONE / I p JNIIL PANEL BOX -- - I-- -- -- - -- I i 1 I � I \ A CEILING FAN/LIGHT 00 7114\ N // VP 1 GFCI W N ELECTRIC PANEL M WH _ _ _ CEILING FAN O Q - � P 1 GFCl/ z 0 \ ELECTRICAL NOTES 06 IIxQ Q 2 UL 1. VERIFY ALL ELECTRICAL REQUIREMENTS FOR EQUIPMENT, z O O (� APPLIANCES, ETC. J � > W 2. ELECTRICIAN TO VERIFY ELECTRIC PANEL, EXISTING06W m OUTLETS & SWITCHES AND REPLACE/ ADD AS REQUIRED. O Q U P UVP 3. IN FIELD CHANGES PER OWNER & CONTRACTOR. W z Z 4. ALL ELECTRICAL WIRING TO BE IN ACCORDANCE O WITH 2014 NEC. PROVIDE ARC-FAULT CIRCUIT 1151:5111<�j INTERRUPTERS IN ACCORDANCE WITH 210.12 (B). Q 5. PER FBC-ENERGY CONSERVATION R404, A MINIMUM OF 75% OF THE LAMPS IN PERMANTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS. 100% OF NEW INTERIOR AND EXTERIOR PERMANENT LIGHT FIXTURES WILL USE CFL/ LED LAMPS, UNLESS OTHERWISE SPECIFIED BY CONTRACTOR/ BUILDER. I ADDITIONAL NOTES ELECTRICAL SHOWN ONLY FOR AFFECTED AREAS & ANY NEW (p FIXTURES/ SWITCHES ADDED. EXISTING FANS/ LGTS/ ETC. NOT SHOWN. ch VERIFY REPLACEMENT OF EXISTING LIGHTS/ FANS (NOT SHOWN) Z I W/ OWNER. J NEW Q U p ELECTRICAL P101� SCALE: 1/4" = 1' U w w LL OFFICE COPY w Z W W Drawings to scale, only if printed from 24X36 PDF format. Q m � co M M O Q Z T/TiT'"_ T 7 w Z U 0 ,I a O 7_7 U Q w D 0 . . U j; 8'-0" N i c L_T o O � w Z FOOTING AND SLAB POURED WITH 3000psi 3 I I CONCRETE WITH FIBERMESH. S1.01 FINISHED GRADE s _ � I e r-1 m a gco 6 MIL VAPOR BARRIER OR EQUIVALENT z WATERPROOFING BETWEEN COMPACTED LU - TT'� %% SUBBASE AND FOOTING/SLAB wONE STORY: X= 12"WITH(2)#4 �„ coN TWO-STORY: X= 16"WITH(3)#4 D J cn THREE-STORY:X=20"WITH(3)#5 QLL I I I j i O CC 3 -% I I ;� M31 ONOLITHIC FOOTING SECTION c) o ' ` ZIm m Q J ;!; ( L— ;!%� 8"THICKENED EDGE WITH(1}#4 w rn Q T %` N Q 12"#5 REINFORCEMENT BARS Z I i; AT 48"O.C. MAX J EXISTING FOUNDATION Q ter/ a t •- /' ! / I r /" •' / / '`i ' ! � _ —i 1 a N r 04 3INN af=q �ECTION / S1.01 3/4"= V-0" i' Q V-01 VERIFY WITH ARCHITECTURAL 8 THICKENED EDGE WITH(1#4 12"#5 REINFORCEMENT BARS AT 48"O.C. MAX ' I I EXISTING FOUNDATION r r / L_--- ------- -----J /r/,�{ a �' r /'�li jK�lITi If_ Z r S1.01 '� _- -� � � � -- ' ri ! '- O ECTION /` r Al 3/4"= V-0" ao N U C 0)) wQ w- a U ai �v 0 `oo o U_LL U US U r co _ OUNDATION PLAN a Amo = o CR �q 8"x8"THICKENED EDGE WITHN Q .2 ( )#4 CONTINUOUS O c4i rn 24"x24"x12"DEEP FOOTING WITH(3)#5 BARS EACH WAY W.yNE Q� ;• I FIC ' •,_'A�, 59 8 • P ' G � MAR 1 6 2017 St"t No. 1 . 01 OFFICE COPY 2 of 5 EL 3 Q c� m � Go 91 4 w O � o Q z ------ w - - - - -- E Z O Z CJ— a. a O - W W i I t LV i + ------ ---T-- --•-4---_..----•-q.. �iJ O ---------" CONVENTIONAL FRAMING LEGEND N -- -------- w Z g (2)2x4 SYP COLUMN FOR RIDGE/VALLEY BEAM SUPPORT, FASTENED ------ ---=-- ---'--------- • TOGETHER WITH(1)ROW OF 8d NAILS AT 12"O.C. FASTEN RAFTER TO COLUMN WITH 18 GA STRAP WITH(9)8d NAILS IN RAFTER,(9)8d NAILS IN --- --------- COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP WITH(9)8d NAILS IN COLUMN, (9)8d NAILS IN TOP PLATE/HEADER. ------- - P � 2x4 SYP LEG FOR RIDGE SUPPORT PLACE LEG OVER TO OF EXISTING � I••- RAFTER/TRUSS i BELOW. FASTEN RAFTER TO LEG WITH 2 H3,ALL HOLES FT --�-7--------- _ � W _ 1 FILLED WITH 10d NAILS. FASTEN LEG TO EXISTING RA ER/T RUSS BELOW U { - - -- _ - v - -- - WITH(2)SDWC15600 SCREWS. c� --. - ___ ._.._. _-_._ —T -------••-- _ + O + f i � 04 ! I M i ------ ----}--- -+---5---------- Q i ; 2X8 SLEEPER. J ------------ � i � + € z Q Z LL. ! - --t--------- + � ! O U ROOF RAFTER AT 16"O.C.SEE PLAN FOR g i SIZE j -. ' ------ --- -- — —————————–; N + 2X10 RIDGE BEAM Z U + j--------- i O t/� Z + ------------ 2X6 CEILING JOISTS AT 16"OCCD I ' - - - - r c - _ —}--------- + 00 Q I- g ' --------------- N Q COLLAR TIE ------ ---T--- —— ———————— - -= ---- - "---f 's — + - - ----------- !i i KNEEWALL FRAMING: FASTEN STUDS TO TOP AND ~ BOTTOM PLATES WITH H3 WITH(4)8d NAILS IN EACH MEMBER. FASTEN BOTTOM PLATE TO CL EXISTING FRAMING WITH H6 WITH(4)8d NAILS IN i BOTH MEMBERS. PLACE H6 AT 24"O.C.OR AT EACH INTERSECTION OF BOTTOM PLATE AND ICY - _+ i EXISTING OR CEILING FRAMING. : 11 i i od� �� in CONVENTIONAL FRAMING - CEILING acs0. mo U Q 0 MAX-CES SP W WITH 10 PSF LIVE LOAD,5 PSF DEAD LOAD, AND 1.00 DURATION FACTOR AT 24"O.C. ------ _ V JOISTS OVER 13'-5" GRADE, ARE 2X8 AT 16"O.C. SYP No.1 No.2 6" 24" 6" 4" — SPACING 1 1 2 Q { ---- - --. - i ' l 2x4 11'-3" 9'-10" 10'-9" 9'3" i t ! � ; - --- -- ilii 2x6 17'-8"i ------- i j r 15'-6" 16'-11" 13'-11" yy i v i! A. _ 2x8 23"-4" 20'-5" 21-7 17'-7"lb + A n w , w t w , z I "v ull „ - - - - 2x10 26'-0” 23'-11" 25'-7" 20'-11" ---- - -- 7 . i CONVENTIONAL FRAMING - ROOF I +�-- - --- -- -_ '• ; + L.L. MAX ROOF SPANS WITH 20 PSF LIVE LOAD, 10 PSF DEAD LOAD, AND 1.25 DURATION FACTOR ! ---- --- --__ - ----------- --- GRADE, No.1 No.2 't SYP -� I - ---- -------- --- �- ----- -- SPACING 16" 24" 16" 24" ! I i ---- --- ---� T --- -- - _-`rte ----y- -- - ! i ; �- 2x6 14'-1" 12'-3" 13'-5" 11'-0" - - -- i 2x8 18'-6" 16'-2" 17'-1" 13'-11" ti ao c4 04 to 2x10 23"-2" 18'-11" 20'-3" 16'-6" C ' Ia. w4 FILL SUNROOF OPENINGS USING THE \ "\ 2x12 26'-0" 22'-6" 23'-10" 19'-6" to -. --s RAFTER SPAN TABLES.FASTEN EACH _ s c I , END OF NEW RAFTERS INTO EXISTING - `" -- - - -- ----- i U u-u- l' i { FRAMING WITH(4)10d NAILS. $ i i --------- m m J I ! I C � C CR 04 c ' O ------------- j �• AYINF I .•• k • IN 'Q F _= (7 : No 3 = S i Sheet No. ECOND LEVEL ALL PLAN. ` OFFICE S2mO2 4 OF 5 1