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II X II � 2 II II moil via` vi `V aimpo�mi s=> w -,Coo -,Coo O O Z Q z m Z ¢ �± aw a dd 2ayE-m:,.:��ZGz Oxx 2iLL S > > J a ¢ mow¢ w IzI ^z= < z= Z a �t� ~ QN> �Q �� tI �Z 3 9 Z<� z� • _ I= az2 _ d'E Z~? c-� z z2 =3 ow 1-�> J -Z �O ZG NaZ H G m 0.--I1 w K J G CC z Z J K C_ Z •>2" Z Z� p ¢ V aw>�O^i-lz7m¢aG aa< a v'O J �O.a o z z 4 l H 5 En O- `� Z '� V l z < a Z Y O 'm O > z W z m o ° z m�Ow Zt< < w cc �=5 o m a m z a _ N ¢ < Z z _ > - a w� ` w w= a3 ;iezo Y xx s O N zNY U 3 T a G a I¢ z v s O Q In Fi3 a • �o cosa��z za<wa ®• 413, (FM) •Sg' E 115• d = "E a 5 ' LL - - 104' 16 til of �ti A �g a z • 11.56'50»E DgI'V C0 D gIG HC y Q LL Z o• z s g 10� �,CD titi'IT ZR > G � O O a Z��.o 3C C � Z zw Gm Q zmp z 3 wz az yLL,o -_ _- II I. II vu0a✓z¢v�zi3z nz 3_ _ EI = II LL�Z> II II II :lmd p C� - a GENERAL 5TfiRUCTUIR,4L NOTE5: 1. Codes.- Florida odes:Florida Building Code 2017, American Concrete Institute, American Institute of Timber Construction. 2. Live ,Loads: Roof: 20 psf Floor: 40 psf Stair: 40 psf 3. Wind Load Notes: Codes: Florida Building Code 2017 and ASCE-7-10 Ultimate Design Wind Speed: 130 mph Wind Importance Factor: I = 1.0 Building Category: II Wind Exposure: C Enclosure: Enclosed Building Internal Pressure Coefficient GCpi = +.18 or -.18 Wind Pressure to Components/ Claddings (Mean Roof Height 25') End Zone = 8 Zone Effective wind area(sf) Wind loads(psf) NOTE: AWS Design Pressure = Ultimate Pressure x 0.6 or Divide with 1.6 .4. Allouuable 50 i 1 Searing: 2500 psf 5. 50!1 Compaction: Soil under slab on grade and foundation shall be compacted to 95% modified proctor max. dry density (ASTM D-1557). Contractor shall submit density test report to Owner or Engineer. �. 1„later ia 15, Concrete (normal weight- 28 days) 3000 psi Reinforcing bar ASTM A615 Welded Wire Fabric ASTM A185 Anchor Bolts ASTM A36 Welds AWS E70 or E60 Wood Members for beams & Posts 42 SYP) Wood Members for studs (#2 SYP or better) Microllam 1.9E �l. Concrete: All concrete to be designed as per ACI 318 Latest Edition. Footings 3000 psi Slab on Grade 3000 psi All others 3000 psi Splices in reinforcing where permitted: Concrete 50 bar diameter Masonry 48 bar diameter Unless shown on drawings, minimum conc. cover for reinforcing: Cast against earth 3" Slab on grade Centered Exposed to earth or weather #6 thru #11 bars 2" #5 bars & smaller 1 1/211 All reinforcingshall be held securely in position with standard accessories in accordance with ACI 315 during placement of concrete. 8. Timber: All wood framing shall be fabricated and installed as per AITC & TPI & National Design Specification for Wood Construction. Provide temporary top chord bracing until roof sheathing is in place. All wood members exposed to weather shall be pressure treated. Pre-engineered wood trusses shall comply with Truss Plat Institute Standard with proper dead, live and wind loads. Drawings shall be signed and sealed by professional engineer registered in the State of Florida. Provide hurricane clips at both ends of each rafter and truss. The number and size of nails connecting to wood members shall not be less than those specified in FBC 2010 Table 2304.9.1 Fastening Schedule. GENEfRAL NOTE5: I. THE CONSTRUCTION WORK SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS AS THEY APPLY TO THIS PROJECT ALONG WITH ALL THE REQUIREMENTS OF THE STANDARD BU I LD I NGGODE, SOUTHERN BUILDING CODE GONGRE55 INTERNATIONAL , LATEST EDITIONS. 2. PROVIDE G.F.I. CIRCUITS AT ALL OUTSIDE AND BATHROOM REGEPTAGLE5. Y 3. DO NOT SGALE THE DRAWINGS. DIMEN5101 5 GOVERN IN ALL INSTANCES. REPORT ANY DISCREPANCIES TO THE ARGHITEGT IN WRITI G BEFC PROGEED I N6 WITH THE WORK. 4. PLANS A55UME A 501L BEARING CAPACITY OF 2,500P.5.F. IF 51 TE CONDITIONS EXIST TO THE CONTRARY, NOTIFY ARCHITECT IN WRITING BEFORE PROGEED I N6 WITH THE WORK. 5. ALL CONCRETE SHALL ACHIEVE 2,500 P.5.1. BEARING CAPACITY IN 28 DAYS. ALL CONCRETE SHALL BE READY -MIXED IN ACCORDANCE WITH A.S.T. 5PEGIFIGATION5. 6. ALL REINFORGIN6 5TEEL5HALL BE NEW BILLET, DEFORMED STEEL A.5.T.M. -615 GRADE 60. 7. LIGHT BROOM FINISH ALL SIDEWALKS, STAIRS AND RAMPS, SCORE CONCRETE IN PATTERN INDICATED. BULL NOSE ALL EXPOSED CONCRETE EDGES. SEE ARGHITEGTURAL FLOOR PLAN FOR PATTERNS AND CONSTRUCTION JOINTS. 8. PROVIDE Y4" ASPHALT IMPREGNATED EXPANSION JOINT WHEREVER CONCRETE SLAB BUTTS AND VERTIGAL STRUCTURE. q. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 10. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROTEGTING ADJACENT STRUCTURES, EQUIPMENT, STREETS, SIDEWALKS, LANDSGAPIN6 AND EX15TIN6 CONSTRUCTION. II. CERAMIC TILE: INTERIOR COEFFICIENT OF FRICTION MINIMUM (MIN) .6, EXTERIOR USES AND INTERIOR USES ,AND INTERIOR - NET, COEFFICIENT OF FRICTION MIN .8 UNGLAZED. 12. THIS 15 A BUILDER'S SET OF CONSTRUCTION DRAW I N65. IT 15 NOT THE INTENT OF THESE DRAW I N65 TO SHOW EVERY DETAIL OF CONSTRUCTION. THE BUILDER SHALL BE RESPONSIBLE FOR SUPPLYING ADDITIONAL AND/OR SUPPLEMENTAL INFORMATION REQUIRED FOR THI5 PROJECT. IT SHALL BE THE BUILDER'S RE5PON51BILTY TO CHECK, VERIFY AND COORDINATE DIMENSIONS, BEARING POI NTS ,AMD LOADS, CONSTRUCTION DETAILS, NOTES AND ALL PHASES OF CONSTRUCTION REQUIRED TO COMPLETE TH15 PROJECT. ALL FIN15H AND EQUIPMENT SELEGTIONS SHALL BE VERIFIED WITH THE OWNER/ BUILDER. 13. PRIOR TO COMMENCEMENT OF SITE WORE: THE GONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL. UTILITIES AND IRRIGATION LINES AND REPORT ANY CONFLICT WITH THIS SET OF PLANS IN WRITING TO 'THE ARCH I TECT. Project Scope: Enclose Porch -Interior remode Project ,area Information: Site Area Gonc. E)riv0 � Porches Total House + I I r , I 20,123 SF 1,56q SF 3,65 SF ,-- I otos Fro 0500 Lot Govera e t�t- Proposed Lot Coverage 26/ Structure �4e i eht 4 Number of Stories : Mean roof Height I6' -Cf " +/- number of Stories 1 Type of Gonstruction: Type \/B-2 Unprotected Unsprinkled Occupancy Class: res identio I Group r3 ,applicable Coops: 2017 Florida Building Code- Building (6th Edition) 201-7 Florida Building Gode- residential (6th Edition) 2014 National Electrical Codes t-lethod of Compliance,- Proscriptive ompIiance:Proscriptive Gomp I ionc0 Method ,�lt�ratl �vel 3: Mork is les than-- ,% of the value of the,�ting building Wind Zones Informaltion: See Nind Zone N/A Fi20JECT LOGIATION FfROJECT DATA 511056,5011 E 115.00' EXISTING LOW AREA t fm- i AI W_ werr-v nT 5lTE Positive Suction Interior 10 +41.0 -44.5 20 +39.1 -42.6 50 +36.7 -40.2 100 +34.9 -38.3 End Zone 10 +41.0 -54.9 20 +39.1 -51.3 50 +36.7 -46.3 100 +34.9 -42.6 NOTE: AWS Design Pressure = Ultimate Pressure x 0.6 or Divide with 1.6 .4. Allouuable 50 i 1 Searing: 2500 psf 5. 50!1 Compaction: Soil under slab on grade and foundation shall be compacted to 95% modified proctor max. dry density (ASTM D-1557). Contractor shall submit density test report to Owner or Engineer. �. 1„later ia 15, Concrete (normal weight- 28 days) 3000 psi Reinforcing bar ASTM A615 Welded Wire Fabric ASTM A185 Anchor Bolts ASTM A36 Welds AWS E70 or E60 Wood Members for beams & Posts 42 SYP) Wood Members for studs (#2 SYP or better) Microllam 1.9E �l. Concrete: All concrete to be designed as per ACI 318 Latest Edition. Footings 3000 psi Slab on Grade 3000 psi All others 3000 psi Splices in reinforcing where permitted: Concrete 50 bar diameter Masonry 48 bar diameter Unless shown on drawings, minimum conc. cover for reinforcing: Cast against earth 3" Slab on grade Centered Exposed to earth or weather #6 thru #11 bars 2" #5 bars & smaller 1 1/211 All reinforcingshall be held securely in position with standard accessories in accordance with ACI 315 during placement of concrete. 8. Timber: All wood framing shall be fabricated and installed as per AITC & TPI & National Design Specification for Wood Construction. Provide temporary top chord bracing until roof sheathing is in place. All wood members exposed to weather shall be pressure treated. Pre-engineered wood trusses shall comply with Truss Plat Institute Standard with proper dead, live and wind loads. Drawings shall be signed and sealed by professional engineer registered in the State of Florida. Provide hurricane clips at both ends of each rafter and truss. The number and size of nails connecting to wood members shall not be less than those specified in FBC 2010 Table 2304.9.1 Fastening Schedule. GENEfRAL NOTE5: I. THE CONSTRUCTION WORK SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS AS THEY APPLY TO THIS PROJECT ALONG WITH ALL THE REQUIREMENTS OF THE STANDARD BU I LD I NGGODE, SOUTHERN BUILDING CODE GONGRE55 INTERNATIONAL , LATEST EDITIONS. 2. PROVIDE G.F.I. CIRCUITS AT ALL OUTSIDE AND BATHROOM REGEPTAGLE5. Y 3. DO NOT SGALE THE DRAWINGS. DIMEN5101 5 GOVERN IN ALL INSTANCES. REPORT ANY DISCREPANCIES TO THE ARGHITEGT IN WRITI G BEFC PROGEED I N6 WITH THE WORK. 4. PLANS A55UME A 501L BEARING CAPACITY OF 2,500P.5.F. IF 51 TE CONDITIONS EXIST TO THE CONTRARY, NOTIFY ARCHITECT IN WRITING BEFORE PROGEED I N6 WITH THE WORK. 5. ALL CONCRETE SHALL ACHIEVE 2,500 P.5.1. BEARING CAPACITY IN 28 DAYS. ALL CONCRETE SHALL BE READY -MIXED IN ACCORDANCE WITH A.S.T. 5PEGIFIGATION5. 6. ALL REINFORGIN6 5TEEL5HALL BE NEW BILLET, DEFORMED STEEL A.5.T.M. -615 GRADE 60. 7. LIGHT BROOM FINISH ALL SIDEWALKS, STAIRS AND RAMPS, SCORE CONCRETE IN PATTERN INDICATED. BULL NOSE ALL EXPOSED CONCRETE EDGES. SEE ARGHITEGTURAL FLOOR PLAN FOR PATTERNS AND CONSTRUCTION JOINTS. 8. PROVIDE Y4" ASPHALT IMPREGNATED EXPANSION JOINT WHEREVER CONCRETE SLAB BUTTS AND VERTIGAL STRUCTURE. q. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 10. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROTEGTING ADJACENT STRUCTURES, EQUIPMENT, STREETS, SIDEWALKS, LANDSGAPIN6 AND EX15TIN6 CONSTRUCTION. II. CERAMIC TILE: INTERIOR COEFFICIENT OF FRICTION MINIMUM (MIN) .6, EXTERIOR USES AND INTERIOR USES ,AND INTERIOR - NET, COEFFICIENT OF FRICTION MIN .8 UNGLAZED. 12. THIS 15 A BUILDER'S SET OF CONSTRUCTION DRAW I N65. IT 15 NOT THE INTENT OF THESE DRAW I N65 TO SHOW EVERY DETAIL OF CONSTRUCTION. THE BUILDER SHALL BE RESPONSIBLE FOR SUPPLYING ADDITIONAL AND/OR SUPPLEMENTAL INFORMATION REQUIRED FOR THI5 PROJECT. IT SHALL BE THE BUILDER'S RE5PON51BILTY TO CHECK, VERIFY AND COORDINATE DIMENSIONS, BEARING POI NTS ,AMD LOADS, CONSTRUCTION DETAILS, NOTES AND ALL PHASES OF CONSTRUCTION REQUIRED TO COMPLETE TH15 PROJECT. ALL FIN15H AND EQUIPMENT SELEGTIONS SHALL BE VERIFIED WITH THE OWNER/ BUILDER. 13. PRIOR TO COMMENCEMENT OF SITE WORE: THE GONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL. UTILITIES AND IRRIGATION LINES AND REPORT ANY CONFLICT WITH THIS SET OF PLANS IN WRITING TO 'THE ARCH I TECT. Project Scope: Enclose Porch -Interior remode Project ,area Information: Site Area Gonc. E)riv0 � Porches Total House + I I r , I 20,123 SF 1,56q SF 3,65 SF ,-- I otos Fro 0500 Lot Govera e t�t- Proposed Lot Coverage 26/ Structure �4e i eht 4 Number of Stories : Mean roof Height I6' -Cf " +/- number of Stories 1 Type of Gonstruction: Type \/B-2 Unprotected Unsprinkled Occupancy Class: res identio I Group r3 ,applicable Coops: 2017 Florida Building Code- Building (6th Edition) 201-7 Florida Building Gode- residential (6th Edition) 2014 National Electrical Codes t-lethod of Compliance,- Proscriptive ompIiance:Proscriptive Gomp I ionc0 Method ,�lt�ratl �vel 3: Mork is les than-- ,% of the value of the,�ting building Wind Zones Informaltion: See Nind Zone N/A Fi20JECT LOGIATION FfROJECT DATA 511056,5011 E 115.00' EXISTING LOW AREA t fm- i AI W_ werr-v nT 5lTE 51105650" E 115.00' 5ELVA MARINA DRIVE 51 TE FLAN REVIEWED FOR CODE COMPLIANCE SCALE: I" = 20'-0" CITY OF ATLANTIC BEACH SEE PERN11TS FOR ADDITIONAL REGIUIREI LENTS AND CONDITIONS REVIEWED BY: DATE..-*& �ti..... � et 4'�,L-LTC c� «� L.v MMS-,.� t'S \.l «.�. ��►- � i NX OF DfRAUJING5 Drawing # Title al Site Plan, Project Data, Location Maps, General Notes g Floor Pian o Elevation5 ADDITION [Elevatlo71n5 '• o 016 Floor Framing Plan 0-7 Roof Framing Plan GO Gelling Framing Plan UUCI ------------- I Electrical Plan 0 0 �P I tL ll1 'PROP05ED ' PAD � v .� .' PORCH N O(DEMO ~ EX15nNW -. � � N O MG N �m 00 PROP05ED NEN r- I I GARAGE Q O axmo Exisnw ONE 510iZ1' E AI -E I�ESIne�cE #511 I PorzrOLEr PROPo5EDI a PORCH `. - - - -- - - - - MEMO IAS'; ,��• . I ------------- CLoo�� ---- ea DUMPSfER 51LT FENCE IU 4 I I 51105650" E 115.00' 5ELVA MARINA DRIVE 51 TE FLAN REVIEWED FOR CODE COMPLIANCE SCALE: I" = 20'-0" CITY OF ATLANTIC BEACH SEE PERN11TS FOR ADDITIONAL REGIUIREI LENTS AND CONDITIONS REVIEWED BY: DATE..-*& �ti..... � et 4'�,L-LTC c� «� L.v MMS-,.� t'S \.l «.�. ��►- � i NX OF DfRAUJING5 Drawing # Title al Site Plan, Project Data, Location Maps, General Notes 02 Floor Pian 03 Elevation5 a4 [Elevatlo71n5 05 Foundation Plan 016 Floor Framing Plan 0-7 Roof Framing Plan GO Gelling Framing Plan UUCI Wall Section $ Details 6110 Electrical Plan 3rook52.dwg REVISION DATE 11/4\Gomment #I I• IDA 0 0S W " 0 ia PM I N v dam W 0 J N y � Wo�q V >N a DATE i=ebruory 3, 202 @D BBB OD 00 W NN A IN SHEET # m 0 • J v T O d O Ld ry m General �P OZ tL QF- W � N C ~ 9 m � DATE i=ebruory 3, 202 @D BBB DRAWN BY W CHECKED BY SHEET TITLE SHEET # (2-5) Project Data, Q Location Map, � General NotesLOO tL ~ no m � N � MG N �m LL Q O >m CLoo�� DATE i=ebruory 3, 202 PROJ. MGR BBB DRAWN BY EP CHECKED BY SHEET TITLE SHEET # Site Plan, Project Data, Q Location Map, � General NotesLOO WINDOW INSTALLATION WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. SECTION A STEPS THROUGH WINDOW JAMB IN WATER SHEDDING FASHION. STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP. INSTALL THE WfIB TO THE FACE OF THE SHEATHING. APPLY SILT. FLASHING APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. APPLY BEAD OF SEALANT AT SIDE JAMBS DOM 8 )r APPLY JAMB FLASHING APPLY BEAD OF SEALANT AT HEAD APPLY HEAD FLASHING REMOVE PREVIOUSLY APPLIED TAPE ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT - SEE DIAGRAM. 16 EXTEND JAMB FLASHII TO OVERLAP SIL FLASHING. EXTEND JAMB FIASHNG 8 Jr ABOVE ROUGH OPENING AT HEAD. TUCIC TOP OF JAMB FLASHING UNDER THE FLAP OF WITS AT THE HEAD. SEE DIAGRAM. BEHIND SEAL THE WINDOW FRAME TO OPENING. APPLY A i' NOM. DIA. TO THE BACKSIDE (INTERIOR) OF THE WINDOW FLANGE, IN UNE WITH ANY PRE -PUNCHED HOLES OR SLOTS. �Pm. 7711111001:112171 APPLY CONTT, SEAL TO THE MOUNTING FLANGES AT THE TOP (HEAD) AND SmES (JAMBS) OF WINDOW. EXTEND SEALANT AT JAMBS 8 ii ABOVE THE R.O. AT HEAD. EMBED JAMB FLASHING INTO SEALANT AND —FASTEN N PLAN. (FLASHING GOES OVER SEALANT). _Ink y saL FLASHNc SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB. AND LEVEL CONDITION. USE CORROSION RESISTANT FAS1VHEW FASTEN WINDOWS PER WINDOW MANUFACTURER SPECIFICATIONS OWEATHER RESISTANT BARRIER ORB) AT A 45 DEGREE ANGLE CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE INTERIOR VIEW TOP LEFT CORNER OF mrIwn I Alv FLASHING — LANT BEAD BETWEEN SING AND MOUNTING NGF 100, 4 SECURE WRB AT HEAD _ FLASHING AT HEAD EXTENDS 1' BEYOND JAMB FLASHING. 0HEAD FLASHING —EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVEREXTEND MEAD FLASHN BEYOND EACH JAMB RASHING. FASTEN N PLACE DOOR SGNEDULE SYMBO 51ZE TYPE ROUGH OPENING QTY. LINTEL TYPE HEADER TYPE (D GQ X SQ GARAGE DOOR VERIFY I^(/ MANUF. 2 6'-8" (3) l J"XII J" LVL �2 30-- X 61- STEEL Y- HALF LITE VERIFY W/ MANUF. I VERIFY N/ NDN. MANUF. H328 Q 3Q X 6G. STEEL ENTRY , © VERIFY W/ MANUF. I VERIFY I^(/ NDN. MANUF. H228 O4 30- X 6$ 6 PA D DOOR VERIFY N/ MANUF. 2 5IN&LE HUNG H228 O 2) 6 PA WOOD DO R VERIFY N/ MANUF. I 2Q X 3Q H2210 O 2$ X 6$ 6 PANEL WOOD DOOR VERIFY W/ MANUF. I - H228 FIXED 6LA55 2� X 6p STEEL FRENCH ENTRY 1 I VERIFY N/ MANUF. 1 0 H228 ® 12Q X 8Q 4 PANEL SLIDING 6LA55 DOOR VERIFY W/ MANUF. 1 H5210 (2) 1 J"XII A" LVL (2)Ik X 3Q 51N6LE HUNG VERIFY N/ NDN. MANUF. 151 -II" 1 H328 NI NDON SGHEDULE YMBOL SIZE TYPE ROUGH OPENING HEADER HOT. QTY. LINTEL TYPE HEADER TYPE IN 3Q X 5Q 51N&LE HUNG VERIFY N/ NDN. MANUF. 6'-8" 2 H328 © 2k X 6Q FIXED 6LA55 VERIFY N/ NDN. MANUF. 6-8" I H328 © 2Q X 6Q FIXED 6LA55 VERIFY I^(/ NDN. MANUF. 6'-8" 4 H325 [D 2Q X 49- 5IN&LE HUNG VERIFY N/ NDN. MANUF. 6'-8" 2 m H328 E 2Q X 3Q 5IN6LE HUN6 VERIFY N/ NDN. MANUF. 6'-8" I N H328 [F� 4Q X IQ FIXED 6LA55 VERIFY PV NDW. MANUF. 6-8" I H5210 0 4Q X 3Q FIXED 6LA55 065CURE VERIFY W/ NDN. MANUF. 6'-8" 1 o H5210 ❑H (2)Ik X 3Q 51N6LE HUNG VERIFY N/ NDN. MANUF. 151 -II" 1 H328 O > CD SQUARE r-007AGE EXISTING HEATED PORGHE5 GARAGE PROPOSED HEATED NEW PORGHE5 GARAGE TOTAL LOT GOVERAGE 3,288 5F 2,288 5F 418 5F 582 5F 3,103 5F 103 5F -75-7 5F 4,563 5F L E62END EXISTING REMOVED C STUD NEW WALL5 FLOORPLAN KAY U DRYER 2 RASHER 3 LAUNDRY TUB 4 (5) 16" SHELVES 0 OVERHEAD CABINETS ROD $ SHELF HALF NALL ® + 42" AIR HANDLER UNIT NATER HEATER I O NATER FILTER II A/G UNIT 12 SHONER i3 ATTIC ACCESS 14 PENETRATIONS SHALL BE PROTEGTED AS REG'D BY 8302.11 ITEM 4- 5/5" TYPE "X" GE I L I N& 15 DOOR FROM OARA&E- SOLID, MIN. 13/8" 16 PENETRATING DUCT SHALL BE MIN. No. 26 OAUOE SHEET STEEL, I" MIN. RIG 1 D NON-METALL I G GLASS '0' OR GLASS ' I' DUCT BD. W NO OPENI NC75 INTO OARAOE 1, SEE GARAGE DETAIL FLOOR FLAN 5GALE: 1/4" = 1'-0" CSA Y Brook52.dwg REVISION 51ze/Type 04 Wq° I� N Z _ v v aNm W Ca Q A Z� 1-00 Wo q >"��a DATE 40 0 OD op W d co ANN 0J F"U_ cam O¢" w06 p 00z w (p N 00 O O O o DATE February 3, 2020 51E i mi, i DRAWN BY EP CHECKED BY SHEET TITLE SHEET # Floor Plans 182 mc] w (2-5) O U- z O ~ oo m � Q (C315) N �m C)LL Q Q o L Q O > CD DATE February 3, 2020 51E i mi, i DRAWN BY EP CHECKED BY SHEET TITLE SHEET # Floor Plans 182 STANDING SEAM METAL ROOF BEARING = a' -o" --F= 4" TRIM, BOARD\ BATTEN BRIG< VENEER STAND I NCS SE METAL RC BE/ 4 TRIM HARD I BOARD E30ARD BATTEN EX15TIl GONG.BLOGK DOOM. SGHEDULE SY'ME30L SIZE TYPE ROUGH OPENING QTY. LINTEL TYPE HEADER TYPE (I aQ X 8,2 EARA&E DOOR VERIFY W/ MANUF. 2 6-8" (3) I J"XI 19" LVL O 30— X 6$ 5TEEL ENTRY- HALF LITE VERIFY N/ MANUF. I VERIFY W/ WDW. MANUF. H328 O 3Q X 613- 5TEEL ENTRY- HALF LITE VERIFY N/ MANUF. I FIXED 6LA55 H228 �4 3Q X 6$ 6 PANEL WOOD DOOR VERIFY kJ/ MANUF. 2 2Q X 4Q H228 O 2) Ila X 60- Co PANEL WOOD DOOR VERIFY W/ MANUF. I 0 H2210 O 2k X 6@ STEEL FRENCH ENTRY VERIFY N/ MANUF. I H328 H228 O 2(z X 6$ 6 PANEL WOOD DOOR VERIFY N/ MANUF. I H228 O 12Q X 82 4 PANEL 5LIDIN& 6LA55 DOOR VERIFY N/ MANUF. 1 I (2) 1 J"XI1 9" LVL H5210 Q (2)If X 30 SINGLE HUNG VERIFY N/ NDN. MANUF. 13' -II" 1 NINDON SGHEDULE YMBOL SIZE TYPE ROUGH OPENING HEADER HOT. QTY. LINTEL TYPE HEADER TYPE 3Q X 5Q 5IN6LE HUN6 VERIFY N/ NDN. MANUF. 6-8" 2 H328 © 2(, X 6g FIXED 6LA55 VERIFY W/ WDW. MANUF. 6'-8" I H528 © 2Q X 6p FIXED 6LA55 VERIFY N/ NDN. MANUF. 6'-8" 4 H328 QD 2Q X 4Q SINGLE HUN& VERIFY N/ WDN. MANUF. 6'-8" 2 H328 0 2Q X 39 51N6LE HUNG VERIFY N/ NDN. MANUF. 6'-8" 1 H328 Q 4Q X )a FIXED &LA55 VERIFY N/ NDN. MANUF. 6'-8" 1 H3210 n 4o X 3Q FIXED GLA55 OB5CURE VERIFY N/ NDN. MANUF. 6'-8" I H5210 Q (2)If X 30 SINGLE HUNG VERIFY N/ NDN. MANUF. 13' -II" 1 H328 WEST ELEVATION SCALE: 1/4" = 1'-0" N11110 12 15 Brook52.dwg BEARING = 11'-2" - - - I REVISION No RN IN low 141 �1�1�0 Iii I i� II I. 12 BEARING = 8'-2" EXI5TIN6 F.F. ".v N=" f-UKC.,H Pd,)VITION NORTH ELEVATION, 5GALE: 1/4" = 1'-0" �n�� MALL SEGTION Com? 6ARAC�i& SCALE: 1/4" = I'-011 F.F. J'-2'1 = O' -O" APPROX. GRADE DATE /F�•NG 40 V�0 o �q "'1 N rN A N ci • 0) J v I.1., O n z �ow m G� O oz Z �a. Qo �Q �m � N Q oc pQ cv A �o Q O O �.J f -- Cc-15). 9-5) O LL ma 7- C) - C m < 01-5) m LH O LL f J LU } CD o a D �C- moo DATE February 5, 2020 PROJ. MGR BBB DRAWN BY EP CHECKED BY SHEET TITLE SHEET # Elevations � Hall +D 3 Sect ion DOOR SGHEDULE SYMBOL 51ZE TYPE ROUGH OPENING OTY. LINTEL TYPE HEADER TYPE OI Qo X 80 GARAGE DOOR VERIFY N/ MANUF. 2 6'-8" (3) I j"XII 9" LVL tJ2 301 X 6& STEEL ENTRY- HALF LITE VERIFY W/ MANUF. I VERIFY N/ NDN. MANUF. H328 0 32 X 6$ 5TEEL ENTRY- HALF LITE VERIFY W/ MANUF. I FIXED 6LA55 H228 U4 3o X 68 (a PANEL WOOD DOOR VERIFY W! MANUF. 2 20 X 4Q H228 O 2) Ila X 6a 6 PANEL WOOD DOOR VERIFY N/ MANUF. I H2210 51NOLE HUNG 26 X 6$ STEEL FRENGH ENTRY VERIFY N/ MANUF. I H328 H228 O 20 X 68 6 PANEL WOOD DOOR VERIFY W/ MANUF. I Q H225 �8 12o X 8o 4 PANEL SLIDING 6LA55 DOOR VERIFY N/ MANUF. I I (2) I j"Xll J" LVL H3210 ❑H (2)Ic, X 3Q 5IN6LE HUNG VERIFY N/ NDN. MANUF. 13'-11" I NINDON SGHEDULE YMBOL SIZE TYPE ROUGH OPENIN6 HEADER 116T. QTY. LINTEL TYPE HEADER TYPE V] 3o X 5Q SINGLE HUNG VERIFY N/ NDN. MANUF. 6'-8" 2 ALL HORIZ. JOINTS H328 © 2k X 69- FIXED 6LA55 VERIFY N/ NDN. MANUF. 6-8" 1 H525 Q 20 X 6Q FIXED 6LA55 VERIFY W/ NDN. MANUF. 6'-8" 4 H325 ® 20 X 4Q SINGLE HUNG VERIFY N/ NDN. MANUF. 6'-8" 2 EXAMPLE OF H328 20 X 3Q 51NOLE HUNG VERIFY N/ NDN. MANUF. 6'-8" I H328 0 49 X IQ FIXED 6LA55 VERIFY IN/ NDN. MANUF. 6'-8" 1 Q H3210 Fol 4o X 39FIXED 6LA55 OB5CURE VERIFY N/ NDN. MANUF. 6'-8" I L H3210 ❑H (2)Ic, X 3Q 5IN6LE HUNG VERIFY N/ NDN. MANUF. 13'-11" I j H328 5/8" COX PLYWOOD OR EO. ROOF SHEATHIN6, NAIL w/ 8d RING SHANK NAILS a 4" o.c. ED6E $ 6" o.c. FIELD (DEGREASE FIELD SPAGIN6 TO 4" o.c. WITHIN 4'-0" OF 1 ° 2 PLY iv BEAM n (I) ROW IOd NAIL5 W o c. 5TAC<vERED (2) ROW5 12d COMMON WIRE ® 12" or-. EA. 5117E MULTI -PLY 2X4 NAILING PATTERN NA I L I NG PATTERN NOTES: I. TYP. GONNEGTION ® STUD GOLUMN5, JACK -TO -KING ASSEMBLIES, CORNER P05T, ETC. 2. 5PEGIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLY5. ATTAGHMENT OF MULTI -PLY MEMBERS BOUNDARY OF SHEATHIN6 J" PLYWOOD SHEATH]N6 SHEATHING NAILING DETAIL SCALE: N.T.S. BEARING = 8'-2" EXISTING F.F. = O' -G EXI5TINC7 EAST ELEVATION 5GALE: 1/4" = 1'-0" NEW PORCH ADDITION NEW ADDITION � SEAM X001= 30ARD 3ATTEN OGK STPD I NCS SEAM METAL ROOF SOUTH ELEVATION SCALE: 1/4" = I'-0" 4" TRIM HARD I BOARD )ARD � BATTEN • 01111111111 GONG. BLOGK FNG 9.19 W co Fay N v U aNm W pa a� > z vi 0 N a m a�a DATE 40 � do o �op Nm qm A N N • 0) J F v U- O < u< w 0m 00z �dI- z�Q � N °0 °0 �v— Brook52.dwg EXAMPLE OF PANEL EDGE w/ BLOGKIN6- X REVISION INSTALL #2 BLOGKIN6 \ ALL HORIZ. JOINTS -; NAIL SPAGIN6 AT O SUPPORTING ED6E5, i -------- SEE NAILING NOTE z O I � oo EXAMPLE OF 1 ' UNSUPPORTED N (UNBLOCKED) Ccil5) PANEL ED6E (TYP.) NAILING TO INTERMEDIATE Q SUPPORT: 8d RING SHANK Com? 6" o.c. (MAX) STUDS, ROOF L TRUSSES, RAFTERS 4 FLOOR JOISTS Q NAILING NOTE: j CD 5/8" COX PLYWOOD OR EO. ROOF SHEATHIN6, NAIL w/ 8d RING SHANK NAILS a 4" o.c. ED6E $ 6" o.c. FIELD (DEGREASE FIELD SPAGIN6 TO 4" o.c. WITHIN 4'-0" OF ROOF ED6E) SHEATHING NAILING DETAIL SCALE: N.T.S. BEARING = 8'-2" EXISTING F.F. = O' -G EXI5TINC7 EAST ELEVATION 5GALE: 1/4" = 1'-0" NEW PORCH ADDITION NEW ADDITION � SEAM X001= 30ARD 3ATTEN OGK STPD I NCS SEAM METAL ROOF SOUTH ELEVATION SCALE: 1/4" = I'-0" 4" TRIM HARD I BOARD )ARD � BATTEN • 01111111111 GONG. BLOGK FNG 9.19 W co Fay N v U aNm W pa a� > z vi 0 N a m a�a DATE 40 � do o �op Nm qm A N N • 0) J F v U- O < u< w 0m 00z �dI- z�Q � N °0 °0 DATE February 3, 2020 PROJ. MGR BBB DRAWN BY EP CHECKED BY SHEET TITLE EIevotions SHEET # a4 �v— U.1 O z O LJ �p � oo m m N Ccil5) �m Q QLLJ O LL L Q O j CD OL DATE February 3, 2020 PROJ. MGR BBB DRAWN BY EP CHECKED BY SHEET TITLE EIevotions SHEET # a4 CONVENTIONAL. FRAME ROOF AREAS - SH I N6LE ROOFS Span Tables for No. 2 Joist- Drywa I I Ge i I ing- Span Tables for No. 2 5YP No Geiling Load- 20 psf, 10 Rafters psf DL SIZE 12" o.c. 16" o.c. 2X10 24" o.c. 2X6 " 17'-0 151-111 26'-0" 12'-4" 2X8 22'-5" I a'-5" 2X8 15'-10" 2X10 261-0" 23'-2" 241-0" 20'-ci" Span Tables for No. 2 Joist- Drywa I I Ge i I ing- 5YP Rafters- No Gelling 20 psf LL, 15 psf DL 51ZE 12" o.c. 16" o.c. 24" o.G. 2X10 24'-10" 21'-6" 17'-6" 2X12 26'-0" 25'-2" 20-6" Span Tables for No. 2 20 psf, 10 5YP Geiling psf DL Joist- SIZE 12" o.c. 16" o.c. 24" O.C. 2X4 G'-10" 8'-11" 7'-8" 2X6 15'-6" 13'-6" 11'-0" 2X8 20'-1" 17'-5" 141-2" 2X10 241-0" 20'-ci" 17'-0" 2X12 26'-0" 24'-4" Span Tables for No. 2 40 psf, 10 SYP f=loor psf DL Joist - SIZE 12" O.G. 16" O.G. 24" O.G. 2X6 10 `—ci" C11—ci" 8'-6" 2X8 14'-2" 12-10" 111-011 2X10 i8`-0" 16-111 131-2" 2X12 21 1-ci" 1 IS' -lo" 15'-4" ROOF= FR4MIN6 NOTES: I. G I ip rafters to each bearing point N1 55T-H2.5A clips up to 10' span. For greater than 10' span use Simpson LT512. 2. All ridges and valleys shall be one (1) nominal size larger than adjoining rafter. 5. Nail rafters to ceiling _joists with (4) .151" x 5" nails. 4. Nail rafters to plates with (5) 16d common nails. 5. All rafters and ceiling joists shall be No. 2 SYP. 2>< LED, 0-0 2. I1wo-IN HOUSE ATTIC= 2,511 S.F. (9 1/150 = I1-7 S.F. VENTING EAVES= 258'X 2" _ 5 S.F. VENTING RIDC-2E- 80' X 2"= 1.5 S.F. VENTIN6 TOTAL VENTING PROVIDED= 5-'-0" Brooks2.dwg REVISION Aff Lu T- 1 -- m - 1- DATE 0 C) O O D- O CL DATE F=ebruary 5, 2020 PROD. MGR BBB DRAWN BY EP CHECKED BY UN SHEET TITLE Roof Plan Details SHEET # a7 CONVENTIONAL FRAME ROOD AREAS- 5i—fIN6LE ROOFS Span Tables for No. 2 SYP Rafters- No Ceiling Joist- Drywall Gelling- 20 psf LL, 15 psf DL Span Tables for No Ge i I ing Load- No. 2 SYP 20 psf, 10 Rafters psf DL SIZE 12" o.c. 16" o.c. 24" o.c. 2X6 17'-O" 15'-1 if 12'-4" 2x8 22'-5" la' -5" 15'-10" 2X10 26'-0" 23'-2" 18' -II" Span Tables for No. 2 SYP Rafters- No Ceiling Joist- Drywall Gelling- 20 psf LL, 15 psf DL 51ZE 12" o.c. 16" O.C. 24" o.c. 2X10 24'-10" 21'-6" 17'-6" 2X12 26-0" 25'-2" 20-6" Span Tables for No. 2 20 psf, 10 SYP Gelling psf DL Joist - 51ZE 12" o.c. 16" O.C. 2x8 24" o.c. 2X4 C1'-10" 81-1111 I6' -I" 13'-2" 2XI2 2X6 15'-6" 13'-6" III -Oil 2X8 20'- I " 17'-5" 14'-2" 2X10 24'-0" 20'-a" CL 17'-0" 2X12 26'-0" 24'-4" O la' -10" (2) S I MPSON MSTA24 STRAPS FROM GARAGE DOOR HEADER TO JAGK STUDS 2" (V ROD, UNLESS SHEARWALL SPEC. REGU I RES GREATER (3) 2X STUD CORNER - P.T. SOLE PLATE 16" MIN. EMBED OF PA 51 N GONG. FILLED STEMWALL Span Tables for No. 2 SYP Floor Joist - 40 psf, 10 psf DL SIZE 12" O.G. 16" O.G. 24" O.G. 2x6 10'-q" a' -q" 81-611 2x8 14'-2" 12-10" 111-011 2XIO 18'-O" I6' -I" 13'-2" 2XI2 21'_q" 18'-10" 1 15'-4" ROOF FRAMING NOTES: I. Glip rafters to each bearing point N/ SST -142.5A c I ips up to 10' span. For greater than 10' span use Simpson LT512. 2. All ridges and valleys shall be one (1) nominal size larger than adjoining rafter. 3. Nail rafters to ceiling _joists with (4) .131" x 3 4" nails. 4. Nail rafters to plates Nlth (3) 16d common nails. 5. All rafters and ceiling joists shall be No. 2 SYP. TYP I G,4L GARAGE/HEADER JAGK CONNECTION ADD SIMPSON PA51 STRAP WHEN GARAGE WING WALL < 3'-6" EMBEDDED IN GONG.F I LLED STEM WALL. FASTEN TO KINGS W/ (18) IOd NAILS. 3 411 TO 5 411 LSTA12 © 32" o.c. OR SSP (g I6" 0.6. ALTERNATE RETROFIT FOR PA31 STRAP (2) MSTAM24 FLAT STRAPS FASTENING JACK STUDS TO STEM WALL. FASTEN TO STEMWALL N (3) 16" TITAN MASONRY SGREWS AND TO STUDS W/ (cf) 10d COMMON WIRE NAILS. ` THIGKENED SLAB EDGE 4 °. . ° 9 GARAGE OPENING 6ARA6E W I NCS WALL ELEVATION STEMWALL SHOWN, MONOLITHIC SLAB ATG. SIMILAR LU52b @) JO I ST $ LEDGER AEMBERS V-2" A.F.F. I I I Q----------- El -------El I Ii II I I� II CI I II ) II I l I l LJ Q — T�I Ii II -- IX6 T$G \ UNDER RAFTER j I I EXISTING GEILING I I Ii iI II Ij II I I II Ii li . I II Ij II I II I I EXISTING GEILING (� VOLUMN GLC - (I GNB ON RAFTERS I GOLLAR TIES li l (I II Ii l I I II li l I I II II II �I II I I I I II I II Ii II I II _ I I II' -2" PL. W --.,T. ---------------- ------------ II II I I II I I -------- 1X6 TIG I� UNDER RTER II I I II I --- L------ CEILING fi�,41�'iINC FLANI i F-�— -- — — — ��SCALE: I/4" = I�_O��------a---------------� A V CIO Brooks2.dwg REVISION IM 04 W 6.01III, IL N I F Il� W Ga =Z w 0c) Ar Afw DATE Z 0 0 OD W �m A NN 0 �_1` tY OQ W filififil X W u— z CL — � O �'p N ~ oo m N < M(I �m 0 Q Q c o Q O 6� LU a ° a ° ° ° a a° a ° MOO�� °a a 3 411 TO 5 411 LSTA12 © 32" o.c. OR SSP (g I6" 0.6. ALTERNATE RETROFIT FOR PA31 STRAP (2) MSTAM24 FLAT STRAPS FASTENING JACK STUDS TO STEM WALL. FASTEN TO STEMWALL N (3) 16" TITAN MASONRY SGREWS AND TO STUDS W/ (cf) 10d COMMON WIRE NAILS. ` THIGKENED SLAB EDGE 4 °. . ° 9 GARAGE OPENING 6ARA6E W I NCS WALL ELEVATION STEMWALL SHOWN, MONOLITHIC SLAB ATG. SIMILAR LU52b @) JO I ST $ LEDGER AEMBERS V-2" A.F.F. I I I Q----------- El -------El I Ii II I I� II CI I II ) II I l I l LJ Q — T�I Ii II -- IX6 T$G \ UNDER RAFTER j I I EXISTING GEILING I I Ii iI II Ij II I I II Ii li . I II Ij II I II I I EXISTING GEILING (� VOLUMN GLC - (I GNB ON RAFTERS I GOLLAR TIES li l (I II Ii l I I II li l I I II II II �I II I I I I II I II Ii II I II _ I I II' -2" PL. W --.,T. ---------------- ------------ II II I I II I I -------- 1X6 TIG I� UNDER RTER II I I II I --- L------ CEILING fi�,41�'iINC FLANI i F-�— -- — — — ��SCALE: I/4" = I�_O��------a---------------� A V CIO Brooks2.dwg REVISION IM 04 W 6.01III, IL N I F Il� W Ga =Z w 0c) Ar Afw DATE Z 0 0 OD W �m A NN 0 �_1` tY OQ W filififil X W u— z CL O �'p N DATE February 3, 2020 PROJ. MGR BBB DRAWN BY EP CHECKED BY SHEET TITLE SHEET # Coiling Q Q Framing Plans Co15) iu tY O u— MCIz O �'p ~ oo m N < M(I �m 0 Q Q o Q O 6� LU MOO�� DATE February 3, 2020 PROJ. MGR BBB DRAWN BY EP CHECKED BY SHEET TITLE SHEET # Coiling Q Q Framing Plans KEYNOTES Q �I P.T. 2X6 RAIL CAP 0' O2 P.T. 2X4 P.T. 2X2 PICKETS a 4" o.c. ® P.T. TREADS P.T. 4X4 POST 2X12 P.T. STRINGERS I9 411-011 o.c. P.T. 2X8 W/ (2) J" (P THRU-BOLTS ABU 44 POST BASE ® GONT. 24"XIO" FTG. w/ (2) #5 CONT. � (1) #5 REBAR 0 12" 10 DEGORATIVE 2X4 RAILING SYSTEM W/ METAL GABLE BEHIND a 4" o.c. 3 (2) 2XI2 P.T: 2XIO P.T. JOISTS - (9 16" O.C. LUS210 JOIST HANGER 2XI2 P.T. LEDGER- - FASTEN w SIMPSON TITEN2 1/411 X 41' MASONRY SGREWS o 1611 o.c. STAGGERED (OR EQUAL) 161' X 16" GMU W/ (2)#5 911 DATE b BEND a BOTTOM, FILL 3 abel►ng- Comment #17 4 SOLID 3/5/2 Clarify- Comment #16 3/5/2 2XI2 36"X36"X12" CONCRETE FOOTING 3 STAIR DETAIL (2500 P.S.I.) W/ (3) #5 EA. WAY acf SGALE: N.T.S. (2-5)O T I E ROD ANGHOR I NCS , 1n < SYSTEM: I. THREADED ROD: Y2" (P A507 GONTINUOU5 THREADED ROD EPDXIED SIMPSON "HUS212-2" INTO THE CONCRETE FOUNDATION AND PLACED BOARD BATTEN VERTICALLY THRU THE DOUBLE #2 5YP TOP PLATE WHERE IT 15 5EGURED VIA A 3" X 3" X)/j311 0 STEEL WASHER AND NUT. LL MG 2. EXTERIOR WALL: DATE February 5, 2020 RODS SHALL BE INSTALLED AT EA. CORNER POST 7- — AND NOT MORE THAN 4'-0" ON CENTER ROOF SYSTEM THEREAFTER. THE ROD SHOULD BE EMBEDDED NOT LF55 THAN 4-Y4" INTO MINIMUM 2,500 PSI CONCRETE W/ 51 MP5ON TWO-PART EPDXY OR PROD. MGR BBB EQUAL. A 2Y2" EDGE SHOULD BE MAINTAINED. THE NUT 13 o SHALL BE TIGHTENED TO +/- 25 POUND -FEET OF m EXISTING FLOOR SYSTEM KDU IN5ULAHUN IN GEILING--J DOUBLE 2 X 6 NO. 2 5YP TOP PLATE. ALTERNATE DETAIL EXISTIN6 GMU STEM WALL FOUNDATION (1) FULL LEN6TH ATR WITHIN 2" OF HEADER POST L_ PLATED CONDITION TORQUE. FOR 2-5TORY WALLS, A COUPLER SHOWN. NOTCHED SHOULD BE USED TO JOIN TWO PIEGE5 OF ROD HEADER APPLIES. TOGETHER TO CREATE A GONTINUOU5 PATH FROM TOP PLATE TO FOUNDATION. PORCH HDR. © NALL 3. INTERIOR WALLS: N.T.5. 5PAGIN6 MAY REMAIN 6-0" O.G. BUT REDUCE UPLIFT CAPACITY 4a0 LB5. FROM 535 LBS. UNLESS STIFFENING 5HEATHIN6. 4. TIRE ROD SPAGIN6: O LBS. -1,00 LBS. --- ROD ® 4'-0" O.G. INTERIOR ROD a 6-O" O.G. EXTERIOR I.00IL135.-2,016 LBS. ---ADD I ROD ADJACENT TO TRU55 2,017 LBS. -GREATER ---SEE DRAWINGS 3" X 3" X Ya" THICK WASHER 8 NUT 4 ('2) 2X GONT. WOOD PLATE / 2X STUB WOOD STUDS 0 16" O.G. Y2" COUPLER STUD WALL WOOD PLATE JACK5T105 SEE HEADER SCHEDULE HEADER (5EE HEADER 5PAN TABLES- SHEET a2) WALL OPENING MULTIPLE KING STUDS SEE HEADER 5GHEDULE TYP I GAL HEADER DETAIL 11 INSTALL (2) 51MP50N M5TA 36 OVER BOTH 11 51MP50N R5P4 O BOT. II OF EA. JACK STUD WHERE THREADE RODS 11 CAN NOT BE USED II i Y2" THREADED ROD Il II P I 11 II 11 II II 11 TOP OF FLOOR SEE ANGHORAGE DETAILS FOR EMBED (2)2xI2 BEAM L 5EE MULTIPLE MEMBER DETAIL CORNER POST DETA I (TYP. EA. CORNER) N.T.5. 2X 5TUD WALL WALL FINISH 2 -PART DONT. 26 6A. GQO FLA5HIN6 .�� ROOF FIN15H ROOF RAFTER b• ROOF FLASHING Col WALL NOT TO 56- ALE YY COUPLER 1/2" G.W.B. 2X6 #2 5YP PT BOTTOM PLATE TO STUD W/ 5PH4 W/ (12) IDd ON EVERY OTHER STUD 4" CONG. SLAB (2500 P.5.1) W/ —� 6X6XIO/10 WWF OVER 6 MIL VAPOR _ BARRIER OVER GLEAN, WELL )III= COMPACTED, TREATED FILL GLEAN 4 GOMPAGTED FILL 1 1-1 I DONT. CONCRETE FOOTING (2500 P.5.1) W/ (3) - #5 CONT. j (2)2x12 BEAM 5EE MULTIPLE MEMBER DETAIL 51MP50N "HU5212-2" HANGER or EQ. o BEAM (CONGEALED FLANGE) (2) SIMP50N "M5TA24" STRAP or EQ. O BEAM 6X6 P.T. 5YP#2 P05T (TYP. ALL P05T) 2X8 P.T. BOT. PLATE 51MPSON "ABUbb BASE or EQ. (TYP. ALL P05T) 5TEMWALL FOUNDATION (5EE FOUNDATION PLAN) I ROW 8d COMMON NAILS 0 3" O.G. NT PO Y2" GDX PLYWOOD ROOF SHEATHING 2X10 RAFTERS O 12" O.G. METAL SEAM ROOF H2.5A HURRICANE CLIP 1/2" GDX PLYWOOD ROOF DECK. W/ RING SHANK NAILS O 4" o.c. ON ED6E5, 6" o.c. IN FIELD (U.O.N) VENTED WOOD SOFFIT BLOCKING BETWEEN EA. TRU55 BOARD b BATTEN OVER 15# FELT OR 'TYVEK' BUILD. WRAP Y2"055 OVER 2 X 6 SPF STUDS OIG" o.c. FASTEN 055 W/ 8d 4" O.G. ON EDC -E-5, 8" O.G. IN FIELD TYP. U.O.N. RII INSULATION FLASHING (.032") DRIVEWAY SLOPE N-- 8" GMU W/ #5 0 48" O.G. W/ 12" BEND O TOP 4 Q" BEND O BOTTOM, FILL SOLID STEM WALL @ 67ARAG7E SCALE: 1/2" = 11_011 ``—(2) 51MP50N "M5TA24" STRAP or EQ. 0 BEAM 6X6 P.T. 5YP#2 P05T (TYP. ALL P05T) INTERMEDIATE POST DETAIL (REAR PORCH) N.T.S. EXIST. ROOF 5Y57EM OVER FRAMING W/ 2X10 5YP No. 2 RAFTERS O 16" O.G. W/ (8) 12d COMMON NAILS EA. END 0 24" O.G. 2X12 5YP No. 2 LEDGER. FASTEN TO IPG. SIMPSON H2.5 W/ (8) ROOF THRU PLYWOOD DECK W/ (3) 8d COMMON NAILS FROM #10 X 3 Y2" DECK SGREWS W/ I" DIA. RAFTER TO LEDGER WASHERS 0 EA. EX15T. TRU55 INTER5EGTION LEDGER DETAIL a� OVERFRAM I NG RAFTER 5GALE: A.P.A. RATED 5HEATHIN6 TO MATCH ROOF SHEATHING 2X4 5YP OUTLOOKER5 0 24" In. pLY Vyoop DECKING- 8d O.G. W/ (8) 8d 4 (1) H2.5PJN59RAW NAILS - 86 O 4. O.G. AT EDGE t „ 8d 010"04. IN FIELD VENTED WOOD SOFFIT H2.5 DOUBLE 2X4 NO. 2 5YP TOP PLATE. FASTEN W/ (2) ROWS IOd COMMONS 16" O.G. STAGGERED (U.N.0) MIN. 24" LAP W/ (12) IOd NAILS IN LAP. 1/2" N THREADED ROD (SEE FLOOR PLAN VIEW FOR SPACING) Y2" COUPLER Y2"055 OVER 2 X b 5PF— STUDS 024" o.c. FASTEN 055 W/ Sd 4" O.G. ON EDGES, 8" D.G. IN FIELD TYP. U.O.N. BOARD 4 BATTEN OVER 15# — FELT OR 'TYVEK' BUILD. WRAP 8" x 16" SCREENED VENT (SEE — FOUNDATION PLAN FOR LOCATION) 8" GMU W/ #5 O 48" O.G. W/ 12" BEND O TOP s Q" — BEND O BOTTOM, FILL SOLID 12 2 Brook52.dwg [—BLOCK SHEATHING EDGE5 WITHIN 4' OF GABLE END 2XIO RAFTERS T O I6" O.G. 1 R30 INSULATION IN GEILII6 2X4 BRACING 0 41-0" O.G. 2X8 GLC. J015T5 O 16" O.G. 5/8" G.W.B. RII INSULATION #2 5YP BOTTOM PLATE . FASTEN TO BANDBOARD W/ 10d: 3" o.c. IN DE516NATED 2nd FLOOR 5W SECTIONS. 12" o.c. EL5EW4ERE. 3/4" T4(5 PLYWOOD - NAIL d GLUE 2XIO 0 24" O.G. , �— R50 INSULATION IN FLOOR /— SLOPE GRADE CONT. CONCRETE FOOTING (2500 P.5.1) W/ (3) - #5 CONT. 2'-011 1 EXTERIOR WALL DETAIL L REVISION DATE 2 Comment #15 3/5/2 3 abel►ng- Comment #17 3/5/2 Comment5 #13 t #14 3/5/2 Clarify- Comment #16 3/5/2 2XI2 04 r Wm° H 0 IL N v c 9 Q iiz m W J � JJi M Wo�� V >�a M o° H OD OD A NN om 0) J LLOQ LLd M x U W IL N SCALE: 1/2" 2 MG 2XI2 STRAP or EQ. a BEAM SEE MULTIPLE MEMBER NAILING DETAIL0 (2-5)O 0 , 1n < 6X6 P.T. POST SIMPSON "HUS212-2" BOARD BATTEN HANGER or EQ. BEAM LL MG EXISTING DATE February 5, 2020 (GONGEALED FLANGE) 7- — ROOF SYSTEM PROD. MGR BBB 13 o DRAWN BY EP m � Q EXISTING 2X4 STUD m N BLOCK SHEATHING EDGES W I THi N(v o CHECKED BY 4' OF GABLE END SHEET TITLE MCI # 4 OVER FRAM I NCS DETA I L© PORCH 5/5" GDX PLYWOOD. NAIL 4" o.c. ON 2X8 RIDGE BEAM aci SCALE: 1/2" = } EDGES, 6" o.c. IN FIELD (U.O.N.) W/ 2X6 RAFTERS ® 2411 O.G. Q ! R I NGSHANK NAILS I X& T$6 w Q � C) Q Detaii5 H2.5A EA. SIDE OF BEAM O : :�D ., LL 2X4 SYP OUTLOOKER 24" O.G.- (8) 8GI $ (1) H2.5 C) I — — — _ Lu } O (2) SIMPSON "MSTA24" 2 2XI2 STRAP or EQ. a BEAM SEE MULTIPLE MEMBER NAILING DETAIL0 0 , 1n < 6X6 P.T. POST SIMPSON "HUS212-2" BOARD BATTEN HANGER or EQ. BEAM EXISTING DATE February 5, 2020 (GONGEALED FLANGE) ROOF SYSTEM PROD. MGR BBB DRAWN BY EP EXISTING 2X4 STUD o CHECKED BY SHEET TITLE SHEET # 4 OVER FRAM I NCS DETA I L© PORCH CABLE aci SCALE: 1/2" = I'—O" Wall Section Detaii5 LEG. LEOEND I DUPLEX WALL OUTLET 110 -VOLT =M-- SW I TGHED WALL OUTLET - 10 -VOLT a 20220 -VOLT OUTLET GFI INTERRUPTER - 110 VOLT AWP WEATHERPROOF OUTLET - 110 VOLT -QP PHONE -1E2 TELEVISION CABLE OUTLET E? CHIMES 5O SMOKE DETECTOR Ep ELEGTRIG PANEL p A/G SERV I GE D I SGONNEGT -tfl- 51 NOLE-POLE 5W I TGH -3 THREE-WAY 5W I TGH -tA-4 FOUR-WAY SWITCH -�- GE I L I NG MOUNTED L I GHT WALL MOUNTED L I GHT 0 REGE55ED L 1 GHT FIXTURE 0 WATERPROOF REGE55ED WP L I CHT FIXTURE ® EXHAUST FAN -01 I=AN -LIGHT COMBINATION P CEILING MOUNTED PENDANT L I GHT PREW I RE 4 BRAGS GLC, FAN W/ L 1 GHT 24" UNDER CABINET FLUORESCENT LIGHT �O= GLC. SURFAGE MOUNT FLUORE5GENT L 1 GHT FLOOD LIGHTS 50 AMP ELEG . SERVICE ELEGTRIGAL NOTES . LOGATE ALL NEW ELECTRICAL OUTLETS, SW I TGHES, L 1 GHTS, SMOKE DETEGTORS, FANS, AND EXHAUST FANS PER ELECTRICAL BUILDING GODES. 2. VERIFY W/ BUILDER ANY SPEG I AL HOOK-UPS. (RANGE HOODS, ETG.) 3. PROVIDE A MINIMUM OF -75% OF LIGHTING TO BE 141 GH -EFF I GAGY. ALL REGE55ED LIGHTING SHALL BE HIGH-EFFIGAGY = q0% + OF THE L 1 GHTI NO. (PHILLIPS ENDURALED PAR 50). 4. PROVIDE FOR AFG I PROTECTION ON ALL 120 VOLT, SINGLE PHASE, 15 $ 20 AMP BRANGH G I RGU I TS SUPPLYING OUTLETS INSTALLED IN LIVING ROOM, NOOK, DEN, BEDROOMS, GLOSETS, HALLWAY, OR SIMILAR ROOMS SHALL BE PROTEGTED BY A LISTED AFG I , COMBINATION TYPE, INSTALLED TO PROTEGT THE BRANCH GIRGUIT. 5. OUTLETS AT GOUNTERS TO BE MOUNTED AT 43" AFF, ALL OTHERS TO BE MOUNTED AT 13" AFF UNLESS OTHERWISE NOTED. C ARC FAULT G I RGU I T INTERRUPTERS IN ALL BEDROOMS. -7.ALL ELEGTRIGAL WIRING TO BE IN AGGORDANGE WITH THE LATEST EDITION OF THE NEG. ELECTRICAL FLAN SCALE: 1/4" = 1'-0 woe C'o A Brook52.dwg REVISION DATE 40 O OD � Nm A N N 0 tY L " � O °a O � O m t�MG �U Ooz z O�p N DATE February 5, 2020 PROJ. MGR BBB DRAWN BY EP CHECKED BY SHEET TITLE SHEET # Electrical O O Plan s tY O t�MG z O�p ~ o 17=711 m � N < (EQ �m w lug Q LL 10 Q O >m O O � moo DATE February 5, 2020 PROJ. 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"5 p LL - _ ala$ 2.22°26 E -_T S1 (t )(`1 10416 ,56.50E, C E RO JGIA� OFR & GL. rTER D Q ®. • 511 D z LL z w - Qmlml tGi �I, II IIuOUp N�NUZ�O>S:eJK } 3' II = II LL H �j II F- II G Q O Z O i m a LL p Q a m El OZ U.I Dp< I � W `, U � V m w O v am I I LL- LL - I ! O El OZ U.I Dp< I � W `, i I In0)0 I I am I I I ! lIi II 0 I II I F If I 4Q Luuj 1! ! 0 j i t ` r t r' i El OZ U.I Dp< I � ,0990 9 bOI,GOoQLN z 4 -A W `, i I In0)0 I I am I I I ! lIi II 0 I II I F If I z 4 -A GENERAL STRUCTURAL NOTES: I. Codes: Florida Building Code 2017, American Concrete Institute, American Institute of Timber Construction. 2. Live Loads: Roof: 20 psf Floor: 40 psf Stair: 40 psf 3. Wiricl Load Notes: Codes: Florida Building Code 2017 and ASCE-7-10 Ultimate Design Wind Speed: 130 mph Wind Importance Factor: I= 1.0 Building Category: II Wind Exposure: C Enclosure: Enclosed Building Internal Pressure Coefficient GCpi = +.18 or -.18 Wind Pressure to Components/ Claddings (Mean Roof Height 25') 0 End Zone = 8 Zone Effective wind area(sf) Wind loads(psf) NOTE: AWS Design Pressure = Ultimate Pressure x 0.6 or Divide with 1.6 4. Allowable Soil Bearing: 2500 psf 5. Soil Compact ion: Soil under slab on grade and foundation shall be compacted to 95% modified proctor max. dry density (ASTM D-1557). Contractor shall submit density test report to Owner or Engineer. ro. Materia le: Concrete (normal weight- 28 days) 3000 psi Reinforcing bar ASTM A615 Welded Wire Fabric ASTM A185 Anchor Bolts ASTM A36 Welds AWS E70 or E60 Wood Members for beams & Posts (#2 SYP) Wood Members for studs (#2 SYP or better) Microllam 1.9E "'I. Concrete: All concrete to be designed as per ACI 318 Latest Edition. Footings 3000 psi Slab on Grade 3000 psi All others 3000 psi Splices in reinforcing where permitted: Concrete 50 bar diameter Masonry 48 bar diameter Unless shown on drawings, minimum conc. cover for reinforcing: Cast against earth 3" Slab on grade Centered Exposed to earth or weather #6 thru #11 bars 211 #5 bars & smaller 1 1/2" All reinforcingshall be held securely in position with standard accessories in accordance with ACI 315 during placement of concrete. 8. Timber: All wood framing shall be fabricated and installed as per AITC & TPI & National Design Specification for Wood Construction. Provide temporary top chord bracing until roof sheathing is in place. All wood members exposed to weather shall be pressure treated. Pre-engineered wood trusses shall comply with Truss Plat Institute Standard with proper dead, live and wind loads. Drawings shall be signed and sealed by professional engineer registered in the State of Florida. Provide hurricane clips at both ends of each rafter and truss. The number and size of nails connecting to wood members shall not be less than those specified in FBC 2010 Table 2304.9.1 Fastening Schedule. GzENER,4L NOTES: I. THE CONSTRUCTION WORK SH,LL COMPLY WITH ALL FEDERAL, STATE AND LOC-'- _ F �ULATI ONS AS THEY APPLY TO THIS PROJECT AL_O15 WITH ALL THE REQUIREMENTS OF THE STANDR0 BUILDINOGODE, SOUTHERN BUILDIN6 CODE GOMRE55 INTERNATIONAL , LATEST EDITIONS. 2. PROVIDE 6.F.I. CIRCUITS ATkLL OUTSIDE AND BATHROOM RECEPTACLES. 3. DO NOT SCALE THE DRAWIN,5. DIMENSIONS SHALL GOVERN IN ALL INSTANCES. RPORT ANY DISCREPANCIES TO THE ARGHIEGT IN WRITING BEFORE PROGEED I N6 WITH THE WORK. 4. PLANS ASSUME A SOIL BEAN N6 GAPA' I TY OF 2,500P.S.F. IF 51TE CONDITION EXI5T TO THE CONTRARY, NOTIFY ARGHITEG' IN WRITING BEFORE PROGEED I N6 WITH THE WORK. S. ALL CONCRETE SHALL AGFEVE 2,500 P.S.I. BEARING CAPACITY IN 28 DAYS. ALL ONGRETE SMALL BE READY -MIXED IN AGGORDAME WITH A.S.T. SPECIFICATIONS. 6. ALL REINFORGIN6 STEEL5F4LL BE NEW BILLET, DEFORMED STEEL A.5.T.M. -6 6RADE 60. T LIGHT BROOM FINISH ALL 1 DEViALKS, STAIRS AND RAMPS, SCORE CONCRETE INPATTERN INDICATED. BULL NOSE ALL EXPOSED CONGRErE ED6ES. SEE ARCHITECTURAL FLOOR PLAd FOR PATTERNS AND CONSTRUCTION JOINTS. 8. PROVIDE y4" ASPHALT IM°RE6NATED EXPANSION JOINT WHEREVER CONGRET= SLAB BUTT5 AND VERTICAL STRUCTURE. q. ALL LUMBER IN CONTACT WITH MASONi`.Y OR CONCRETE SHALL BE PREe6URE TREATED. 10. SUBCONTRACTOR5 SHALL BE RESPONSIBLE FOR PROTEGTING ADJACENT STRUCTURES, EQUIPMENT, STREETS, SIDEWALKS, LAh[05CAPIN6 AND EXISTING CONSTRUCTION. 11. CERAMIC TILE: INTERIOR COEFFICIENT OF FRICTION MINIMUM (MIN) .6, EXTERIOR USES AND INTE=RIOR USES AND INTERIOR - WET, COEFFICIENT OF FRICTION MIN .8 UN6LAZED. 12. THIS IS A BUILDER'S 5ET OF CONSTRUCTION .DRAWINGS. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW EVERY DETAIL OF CONSTRUCTION, THE BUILDER SHALL BE RESPONSIBLE FOR SUPPLYIN6 ADDITIONAL AND/OR SUPPLEMENTAL INFORMATION REG2U I RED FOR THIS PROJECT. IT SHALL E>E THE BUILDER'S RESPON51BILTY TO CHECK, VERIFY AND COORDINATE DIMENSIONS, BEARING POINTS AMD LOADS, CONSTRUCTION DETAILS, NOTES AND ALL PHASES OF CONSTRUCTION REQUIRED TO COMPLETE THIS PROJECT. ALL FINISH AND EQUIPMENT SELECTIONS SHALL BE VERIFIED WITH THE: OWNER/ BUILDER. 13. PRIOR TO COMMENCEMENT OF SITE WORK THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES AND IRRIGATION LINES AND REPORT ANY CONFLICT WITH THIS SET OF PLANS IN WRITING TO THE ARCHITECT. F:'roject scope: Enclose Forch-Interior remodel F'roj ect Area Information: Site ,area 20,125 SF Conc. Drive � Forches 1,56cf SF Tota I House �,�08 SF T I I Y^l I oLa I t--ro O5ea Lot Coverage 5,254 5F Lf-ropo5ed Lot Coverage 26% Structure He i &t 4 Number of Stories: Mean roof sleight+/ - Number of Stories Type of Construction: Type \/B-2 Unprotected Unsprinkled Occupancy Class: Residential Group R3 Applicable Codes: 2017 Florida Building Code- Building (6th Edition) 2017 Florida Building Gode- Residential (6th Edition) 2014 National Electrical Gode Wind Zone Information: See 1/4ind Zone N/A FiROJECT LOC-OATION FROJECT IDAiA COMMUNITY DEVELOPMENT j,�PpRQVED /Vp �l LU i X PMTOLET 5110565011 E 115.00' ; EXISTING LOW AREA i RETAINS WATER AT SITE 2W PROPOSED ADDITION a � �------------- rr------ PROPOSED PORCH qff Wemo m5nw PROPOSED �a NEW GARAGE A (OB10 EX1511N6) ONE STORY AMF RES12EW& #511 240 PROPOSED; - - - -' PORCH sr�r� ------ _--- S 1 TE FL AN 91LT/ LU 511056!50" E 115.00' SELVA MARINA DRIVE SCALE: I" = 20 p INDEX OF DRAWIN ,5 Drawing # Title 01 Positive Suction nterior 10 +41.0 -44.5 20 +39.1 -42.6 50 +36.7 -40.2 100 +34.9 -38.3 End Zone 10 +41.0 -54.9 20 +39.1 -51.3 50 +36.7 -46.3 100 +34.9 -42.6 NOTE: AWS Design Pressure = Ultimate Pressure x 0.6 or Divide with 1.6 4. Allowable Soil Bearing: 2500 psf 5. Soil Compact ion: Soil under slab on grade and foundation shall be compacted to 95% modified proctor max. dry density (ASTM D-1557). Contractor shall submit density test report to Owner or Engineer. ro. Materia le: Concrete (normal weight- 28 days) 3000 psi Reinforcing bar ASTM A615 Welded Wire Fabric ASTM A185 Anchor Bolts ASTM A36 Welds AWS E70 or E60 Wood Members for beams & Posts (#2 SYP) Wood Members for studs (#2 SYP or better) Microllam 1.9E "'I. Concrete: All concrete to be designed as per ACI 318 Latest Edition. Footings 3000 psi Slab on Grade 3000 psi All others 3000 psi Splices in reinforcing where permitted: Concrete 50 bar diameter Masonry 48 bar diameter Unless shown on drawings, minimum conc. cover for reinforcing: Cast against earth 3" Slab on grade Centered Exposed to earth or weather #6 thru #11 bars 211 #5 bars & smaller 1 1/2" All reinforcingshall be held securely in position with standard accessories in accordance with ACI 315 during placement of concrete. 8. Timber: All wood framing shall be fabricated and installed as per AITC & TPI & National Design Specification for Wood Construction. Provide temporary top chord bracing until roof sheathing is in place. All wood members exposed to weather shall be pressure treated. Pre-engineered wood trusses shall comply with Truss Plat Institute Standard with proper dead, live and wind loads. Drawings shall be signed and sealed by professional engineer registered in the State of Florida. Provide hurricane clips at both ends of each rafter and truss. The number and size of nails connecting to wood members shall not be less than those specified in FBC 2010 Table 2304.9.1 Fastening Schedule. GzENER,4L NOTES: I. THE CONSTRUCTION WORK SH,LL COMPLY WITH ALL FEDERAL, STATE AND LOC-'- _ F �ULATI ONS AS THEY APPLY TO THIS PROJECT AL_O15 WITH ALL THE REQUIREMENTS OF THE STANDR0 BUILDINOGODE, SOUTHERN BUILDIN6 CODE GOMRE55 INTERNATIONAL , LATEST EDITIONS. 2. PROVIDE 6.F.I. CIRCUITS ATkLL OUTSIDE AND BATHROOM RECEPTACLES. 3. DO NOT SCALE THE DRAWIN,5. DIMENSIONS SHALL GOVERN IN ALL INSTANCES. RPORT ANY DISCREPANCIES TO THE ARGHIEGT IN WRITING BEFORE PROGEED I N6 WITH THE WORK. 4. PLANS ASSUME A SOIL BEAN N6 GAPA' I TY OF 2,500P.S.F. IF 51TE CONDITION EXI5T TO THE CONTRARY, NOTIFY ARGHITEG' IN WRITING BEFORE PROGEED I N6 WITH THE WORK. S. ALL CONCRETE SHALL AGFEVE 2,500 P.S.I. BEARING CAPACITY IN 28 DAYS. ALL ONGRETE SMALL BE READY -MIXED IN AGGORDAME WITH A.S.T. SPECIFICATIONS. 6. ALL REINFORGIN6 STEEL5F4LL BE NEW BILLET, DEFORMED STEEL A.5.T.M. -6 6RADE 60. T LIGHT BROOM FINISH ALL 1 DEViALKS, STAIRS AND RAMPS, SCORE CONCRETE INPATTERN INDICATED. BULL NOSE ALL EXPOSED CONGRErE ED6ES. SEE ARCHITECTURAL FLOOR PLAd FOR PATTERNS AND CONSTRUCTION JOINTS. 8. PROVIDE y4" ASPHALT IM°RE6NATED EXPANSION JOINT WHEREVER CONGRET= SLAB BUTT5 AND VERTICAL STRUCTURE. q. ALL LUMBER IN CONTACT WITH MASONi`.Y OR CONCRETE SHALL BE PREe6URE TREATED. 10. SUBCONTRACTOR5 SHALL BE RESPONSIBLE FOR PROTEGTING ADJACENT STRUCTURES, EQUIPMENT, STREETS, SIDEWALKS, LAh[05CAPIN6 AND EXISTING CONSTRUCTION. 11. CERAMIC TILE: INTERIOR COEFFICIENT OF FRICTION MINIMUM (MIN) .6, EXTERIOR USES AND INTE=RIOR USES AND INTERIOR - WET, COEFFICIENT OF FRICTION MIN .8 UN6LAZED. 12. THIS IS A BUILDER'S 5ET OF CONSTRUCTION .DRAWINGS. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW EVERY DETAIL OF CONSTRUCTION, THE BUILDER SHALL BE RESPONSIBLE FOR SUPPLYIN6 ADDITIONAL AND/OR SUPPLEMENTAL INFORMATION REG2U I RED FOR THIS PROJECT. IT SHALL E>E THE BUILDER'S RESPON51BILTY TO CHECK, VERIFY AND COORDINATE DIMENSIONS, BEARING POINTS AMD LOADS, CONSTRUCTION DETAILS, NOTES AND ALL PHASES OF CONSTRUCTION REQUIRED TO COMPLETE THIS PROJECT. ALL FINISH AND EQUIPMENT SELECTIONS SHALL BE VERIFIED WITH THE: OWNER/ BUILDER. 13. PRIOR TO COMMENCEMENT OF SITE WORK THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES AND IRRIGATION LINES AND REPORT ANY CONFLICT WITH THIS SET OF PLANS IN WRITING TO THE ARCHITECT. F:'roject scope: Enclose Forch-Interior remodel F'roj ect Area Information: Site ,area 20,125 SF Conc. Drive � Forches 1,56cf SF Tota I House �,�08 SF T I I Y^l I oLa I t--ro O5ea Lot Coverage 5,254 5F Lf-ropo5ed Lot Coverage 26% Structure He i &t 4 Number of Stories: Mean roof sleight+/ - Number of Stories Type of Construction: Type \/B-2 Unprotected Unsprinkled Occupancy Class: Residential Group R3 Applicable Codes: 2017 Florida Building Code- Building (6th Edition) 2017 Florida Building Gode- Residential (6th Edition) 2014 National Electrical Gode Wind Zone Information: See 1/4ind Zone N/A FiROJECT LOC-OATION FROJECT IDAiA COMMUNITY DEVELOPMENT j,�PpRQVED /Vp �l LU i X PMTOLET 5110565011 E 115.00' ; EXISTING LOW AREA i RETAINS WATER AT SITE 2W PROPOSED ADDITION a � �------------- rr------ PROPOSED PORCH qff Wemo m5nw PROPOSED �a NEW GARAGE A (OB10 EX1511N6) ONE STORY AMF RES12EW& #511 240 PROPOSED; - - - -' PORCH sr�r� ------ _--- S 1 TE FL AN 91LT/ LU 511056!50" E 115.00' SELVA MARINA DRIVE SCALE: I" = 20 p INDEX OF DRAWIN ,5 Drawing # Title 01 Site Plan, Pro_ jest Data, Location Maps, 6eneral Notes 02 Floor Plan 03 Elevations a4 Elevations 05 Foundation Plan 06 Floor Framing Plan 017 Roof Framing Plan 018 Ceiling Framing Plan a� Wall Section Details 0110 Electrical Plan Brooks2.dwg REVISION DATE 04 �■ N 0 � 0 " LU (o Wim IL Nm E'N ANN �m Z rn -3 QN Om W G J MCIz 0z �N00 Z <¢ O W N 0 q pa cv >d Q oo m 7� Q O DATE February E3, 2020 PROD. MGR BBB DRAWN BY EP CHECKED BY SHEET TITLE SHEET # Site Plan, Project Data, Q Location Map, � General Notes / CaU)J LU T_ ?-5) O LL MCIz O ~ C) oo m � N QAck::� no 5) �m __j Q Q o 0 tL L Q �p m > MC)C) DATE February E3, 2020 PROD. MGR BBB DRAWN BY EP CHECKED BY SHEET TITLE SHEET # Site Plan, Project Data, Q Location Map, � General Notes / WINDOW INSTALLATION WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. SECTION A am THROUGH WINDOW JAMB IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL k WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING APPLY SILL FLASHING APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. APPLY BEAD OF SEALANT AT SIDE JAMBS EXTEND 8 $' APPLY JAMB FLASHING APPLY BEAD OF SEALANT AT HEAD APPLY HEAD FLASHING REMOVE PRENOUSLY APPLIED TAPE, ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT - SEE DIAGRAM. EXTEND JAMB FLASHING TO OVERLAP SPL FLASHING EXTEND JAMB FLASHING 8 Jr ABOVE ROUGH OPENING AT HEAD. TUCK TOP OF JAMB FLASHING UNDER THE FLAP OF WRB AT THE HEAD. SEE DIAGRAM. (D I WE SEAL THE WINDOW FRAME TO OPENING APPLY A W NOM. DIA. TO THE BACI(SIDE (INTERIOR) OF THE WINDOW FLANGE, IN LINE WITH ANY PRE -PUNCHED HOLES OR SLATS. APPLY CONTT, SEAL TO THE MOUNTING FLANGES AT THE TOP (HEAD) AND SIDES (JAMBS) OF WINDOW. EXTEND SEALANT AT JAMBS 8 JS' ABOVE THE R.O. AT HEAD. EMBED JAMB - FLASHING INTO SEALANT AND -FASTEN IN PLACE (FLASHING GOES OVER SEALANT). FLANGE, � I A I A I r----- - FLASHING SEALANT BEAD BETWEEN FLASHING AND MOUNTING FLANGE I SECURE WRB AT HEAD Ff - FLASHING AT HEAD EXTENDS i' BEYOND Q® JAMB FLASHING. OHEAD FLASHING EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT). EXTEND / HEAD FLASHING BEYOND EACH JAMB FLASHING FASTEN IN PLACE A \~ SILL FLASHING SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE. PLUMB. AND LEVEL CONDITION. USE CORROSION RESISTANT FASTS. FASTEN WINDOWS PER WINDOW MANUFACTURER SPECIFICATIONS. AT A 45 DEGREE ANGLE. CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. INTERIOR VIEW TOP LEFT CORNER OF MNUtJW .DOOR SGHEDULE SYME30L 51ZE TYPE ROUGH OPENING QTY. LINTEL TYPE f4EADER TYPE Oj c1Q X 8Q 6ARA6E DOOR VERIFY H/ MANUF. 2 6'-8" (3) I j"Xi I A" LVL O 30- X 6$ STEEL ENTRY- HALF LITE VERIFY N/ MANUF. I VERIFY N/ NDN. MANUF. H528 �3 30 X 6D STEEL ENTRY- HALF LITE VERIFY N/ MANUF. 1 FIXED 6LA55 H228 6'-8" 32 X 6D_ (5 PANEL HOOD DOOR VERIFY N/ MANUF. 2 2Q X 49- H228 O 2) 1 i X 6@ 6 PANEL HOOD DOOR VERIFY N/ MANUF. I Q H2210 O 2rz X 6@ STEEL FRENCH ENTRY VERIFY N/ MANUF. I H328 H228 07 2� X 6$ 6 PANEL WOOD DOOR VERIFY N/ MANUF. I H228 Q 12Q X 8Q 4 PANEL 5LIDIN& 6LA55 DOOR VERIFY W/ MANUF.I 6'-8"I 6 J(2) I "XII " LVL H3210 0 (2)1k X 3Q SIN&LE HUN& VERIFY N/ NDN. MANUF. 13'-11" 1 WINDOW SGHEDULE YMBOL SIZE TYPE ROUGH OPENING HEADER HOT. QTY. LINTEL TYPE HEADER TYPE MA 3Q X 5Q 51N&LE HUNB VERIFY N/ NDN. MANUF. 6'-8" 2 757 5F H328 © 2k X 6Q FIXED 6LA55 VERIFY N/ NDN. MANUF. 6'-8" 1 H328 © 2Q X 69 FIXED 6LA55 VERIFY N/ MN. MANUF. 6'-8" 4 H328 E 2Q X 49- 51N&LE HUN& VERIFY N/ NDN. MANUF. 6'-8" 2 m H328 Q 2Q X 3Q. 5IN&LE HUN& VERIFY W NDN. MANUF. 6'-8" 1 N H328 FF 4Q X IQ FIXED 6LA55 VERIFY N/ NDN. MANUF. 6'-8" 1H3210 Q 4Q X 3Q FIXED &LA55 OB50URE VERIFY N / NDN. MANUF. 6'-8"I 6 E H3210 0 (2)1k X 3Q SIN&LE HUN& VERIFY N/ NDN. MANUF. 13'-11" 1 H528 O > CD 5=AFRE FOOTAGE EXI5TINCG 3,288 5F HEATED 2,2x8 5F PORGHE5 418 5F GAR,46E 582 5F PROP05ED HEATED 3,103 5F NEW PORGHE5 703 5F GARA6E 757 5F TOTAL LOT COVERAGE 4,563 5F LEGEND EXI5TIN6 REMOVED STUD NEW WALLS .................... FLOORPLAN KEY UI DR'I'ER Q2 WASHER 0 LAUNDRY TUB O4 (5) 16 SHELVES OVERHEAD CABINETS Q ROD � SHELF HALF WALL (9 + 4211 0 AIR HANDLER UNIT 0 MATER HEATER 10 WATER FILTER II AIG UNIT I2 SHOWER ►3 ATTIC, AGGESS I4 PENETRATIONS SHALL BE PROTEGTED AS REG2'D BY R302.11 ITEM 4- 5/&" TYPE "X" GE I L I NG I5 DOOR FROM GARAGE- SOLID, MIN. 13/g II 16 PENETRATING DUCT SHALL BE M I h No. 26 SAUCE SHEET STEEL, I" MN. RIGID NON-METALL I G GLASS '0' OR GLI- SS ' I ' DUCT BD. w/ NO OPENINGS INTO GARAGE 1-)1--711 SEE GARAGE DETAIL FL00fR Cri}1MUNITY DEVELOPMEN I Brooks2.dwg REVISION I DATE �014 �00 OD FW14IL ANN N o� J S O = v pd°U Ld wpm A a(jW SU CL z as Q .0 0 d �O Y q � N N Q Iz �- � � a moo DATE February 3, 2020 DRAWN BY EP CHECKED BY SHEET TITLE SHEET # Floor Q Plans mc] LU 0-5) O LL mc] z O �p o o m � N <nci 5) N �m QLL Q o Q O > CD GL Qn MC) \Q)� DATE February 3, 2020 DRAWN BY EP CHECKED BY SHEET TITLE SHEET # Floor Q Plans STANDING, SEA METAL ROG BEARI N 4" TRIM BOARD BATTEN BRIG< VENEEi STAND I NCS SE METAL RC BEr 4" TRIM HARD I BOARD B0ARD a BATTEN EXISTII GONG.BLOGK DOOR SGHEDUL.E SYMBOL SIZE TYPE ROUGH OPENING QTY. LINTEL TYPE HEADER TYPE (I aQ X 8Q 6ARA6E DOOR VERIFY N/ MANUF. 2 6'-8" (3) 1 J"XI1 9" LVL O 3Q X 6e-� STEEL ENTRY- HALF LITE VERIFY N/ MANUF. I VERIFY W/ NDN. MANUF. H328 O 5Q X (9a STEEL ENTRY- HALF LITE VERIFY W/ MANUF. I FIXED 6LA55 H228 'U4 3Q X 6t� 6 PANEL WOOD DOOR VERIFY N/ MANUF. 2 2Q X 4Q H228 U5 2) Iia X 60- 6 PANEL WOOD DOOR VERIFY N/ MANUF. I n H2210 O 2k X 6a STEEL FRENCH ENTRY VERIFY N/ MANUF. I H328 H228 O 2t X 6$ 6 PANEL WOOD DOOR VERIFY N/ MANUF. I Qt• m H228 U8 12Q X 8Q 4 PANEL 5LIDIN6 6LAS5 DOOR VERIFY W/ MANUF. I I (2) 1 J"XII g" LVL H3210 Q (2)I¢ X 3o SINGLE HUNS VERIFY N/ NDN. MANUF. 13' -II" 1 W I NDOV4 SGHEDULE YMBOL SIZE TYPE ROUGH OPENING HEADER 146T. QTY. LINTEL TYPE HEADER TYPE ® 3Q X SQ 51N6LE HUNG VERIFY N/ NDN. MANUF. 6'-8" 2 H328 ® 20 X 6Q FIXED 6LA55 VERIFY W/ NDN. MANUF. 6'-8" I H328 © 2Q X 6Q FIXED 6LA55 VERIFY N/ NDN. MANUF. 6'-8" 4 H328 ® 2Q X 4Q SINGLE HUNS VERIFY W/ NDN. MANUF. 6-8" 2 Wm ° H328 n 2Q X 39- 51N6LE HUNS VERIFY W/ NDN. MANUF. 6'-8" I H328 ❑F 4Q X IQ FIXED 6LA55 VERIFY N/ NDN. MANUF. 6-8" 1 Qt• m H3210 n 42 X 39- FIXED 6LA55 085CURE VERIFY N/ NDN. MANUF. 6'-8" I �J H3210 Q (2)I¢ X 3o SINGLE HUNS VERIFY N/ NDN. MANUF. 13' -II" 1 WNq� >q H328 -)Q .&AL AIW UJEST ELFEV,47I0N SGALE: 1/4" = 1'-0" 12 I Il`ck:;, NM" i- L -KC -,H ^UVITION NOFUH ELEVATION 5GALE: 1/4" = P-0" vrtxtvc i/ , NALL_ SEGTION @ GARACA, SGALE: 1/4" = 1'-01' F.F. = O' -O" 51-211 = 0'—O" APPROX. GRADE MMUNIv DEVELOPMENT � APPROVED m Brook52.dwg REVISION DATE SNC X00 Wm ° L7 m N(Y.) 1_ q IIS N w A d' o? N v -1 LL Qt• m o�z O 0 U O w Ate[= m m U �J OOz t1� X0Z 0 WNq� >q �N -)Q .&AL AIW 0 O C(il5) g-5) O a 11 O p' � m Q � Q O O U - LU LU }m O 1oo DATE February 3, 2020 PROJ. MGR BBB DRAWN BY EP CHECKED BY SHEET TITLE SHEET # Elevations � O 3 Wa I Sect ion DOOR SGHEDULE SYME30L SIZE TYPE ROUGH OPENING QTY. LINTEL TYPE HEALER TYFE OI Ufa X 82 GARAGE DOOR VERIFY W/ MANUF. 2 6'-8" (3) 1 J"XI J" LVL @2 3o X 6t STEEL ENTRY- HALF LITE VERIFY W/ MANUF. I VERIFY W/ WDW. MANUF. H3?8 O 32 X (98 STEEL ENTRY- HALF LITE VERIFY W/ MANUF. I FIXED CLASS H228 E52 X 6t 6 PANEL WOOD DOOR VERIFY W/ MANUF, 2 20 X 4Q H218 VERIFY W/ NDN. MANUF. 2) I1Q X 6e� 6 PANEL WOOD DOOR VERIFY W/ MANUF. I El H22I0 Q 2rz X 6@ STEEL FRENCH ENTRY VERIFY W/ MANUF. I H328 H228 O 26 X 6$ b PANEL WOOD DOOR VERIFY W/ MANUF. I LL H3210 US 12o X 80 4 PANEL SLIDING 6LA55 DOOR VERIFY W/ MANUF. I I (2) 1 J"XI J" LVL H3210 RH (2)Ic, X 3Q SINGLE HUNG VERIFY W/ WDW. MANUF. 13' -II" 1 NI NDON SGHEDULE YMBOL SIZE TYPE ROUGH OPENIN6 HEADER 146T. QTY. LINTEL TYPE HEADER TYPE ® 3o X 5o SINGLE HUNG VERIFY W/ WDW. MANUF. 6'-8" 2 0 H328 © 2k X 6Q FIXED 6LA55 VERIFY W/ WDW. MANUF. 6'-8" 1 H328 © 20 X 6Q FIXED CLASS VERIFY W/ NDN. MANUF. 6-8" 4 H328 RD 20 X 4Q 51N6LE HUNG VERIFY W/ NDN. MANUF. 6'-8" 2 N H328 El 20 X 3Q 51N6LE HUNG VERIFY W/ WDW. MANUF. 6-8" 1 H328 Q 4o X IQ FIXED 6LA55 VERIFY W/ WDW. MANUF. 6-8" I LL H3210 ES 4o X 39 FIXED 6LA55 O€35CURE VERIFY W/ NDN. MANUF. 6'-8" I H3210 RH (2)Ic, X 3Q SINGLE HUNG VERIFY W/ WDW. MANUF. 13' -II" 1 H328 O �� o/DL I " 2 PLY tv BEAM 4N N' (I) ROW IOd NAIL5 6" o.c. STAGCv- (2) ROW5 12d COMMON WIRE ® 12" o.c. EA. 51DE MULTI -PLY 2X4 NAILING PATTERN NAILING PATTERN NOTE5: I. TYP. CONNECTION ® STUD GOLUMNS, .JAGK-TO-KING ASSEMBLIES, CORNER POST, ETG. 2. SPEGIFIED NAILIN6 REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLY5. ATTAGHMENT OF MUFTI -PLY MEMBERS BOUNDARY OF SHEATHIN6 EXAMPLE OF PANEL EDGE w/ BLOGKIN6- INSTALL #2 BLOGKIN6 ALL HORIZ. JOINTS NAIL 5PAGIN6 AT SUPPORTING EDGES, SEE NAILING NOTE EXAMPLE OF UNSUPPORTED (UNBLOGKED) PANEL EDGE (TYP) NAILING TO I NTERMED I ATE SUPPORT: 8d RING SHANK 0 6" o.c. (MAX.) J" PLYWOOD SHEATHIN6 5TUD5, ROOF TRUSSES, RAFTERS $ FLOOR JOIST5 NAILING NOTE: 5/8" COX PLYWOOD OR EQ. ROOF SHEATHIN6, NAIL W/ 8d RING SHANK NAILS 0 4" o.c. EDGE $ 6" o.c. FIELD (DEGREASE FIELD SPAGIN6 TO 4" o.c. WITHIN 4'-0" OF ROOF EDGE) SHEATHING NAILING DETAIL 5GALE: N.T.S. BEARING = 8'-2" EXISTING-F.F. = O' -C EXISTING EAST ELEVATION SCALE: 1/4" = I' -O" NEW PORCH ADDITION NEW ADDITION SEAM 300E 30ARD BATTEN OGK STAD I NCS SEAM METAL 8001 SOUTH ELEVATION a 4" TRIM HARD I BOARD )ARD � BATTEN GONG. BLOGK o©MMU Nei`( DEVELOPMENT pppRoVED Brook52.dwg REVISION DATE 40 O 10 �00 ANN m .� .� LL � 0 �SA�m O hoz� LL Q 1�- :Z �Q O p' �O D OO 0 DATE February 3, 2020 PROJ. MGR BBB DRAWN BY EP CHECKED BY SHEET TITLE Elevations SHEET # @98 L5) wCE O LL mclz O p' ~ 13 m N Ccli-5) N �m LL Lu 0- D Oo >m OOL O �� o/DL mc DATE February 3, 2020 PROJ. MGR BBB DRAWN BY EP CHECKED BY SHEET TITLE Elevations SHEET # @98 2X10 JOISTS ® 161.O.0 H2.5 ® EA. J015T (3) I6"XI J" L\ 16" X 16" GMU W/ #5 @ 4t O.G. W/ 12" BEND a TOP 9" BEND ®BOTTOM, PILL SOLID 36"X36"X12" CONCRETE PC (2500 P.51J W/ (3) #5 .Ef,. F. I PIER DETAIL SCALE: 112" = 1'-0" NEW GONG. (2) 2XIO BLOCKING ® C�TFMwA1 I F 5�/-\LC: 1/'+". = I' -U" INtYN C/UNC.... STEMWALL Brook52.dvwg REVISION 014 WI° F N V v Qym W CJ Q =Z O WN 0 >V; a -wo 74F DATE DATE February 3, 2020 PROJ. MGR BBB DRAWN BY EP CHECKED BY SHEET TITLE SHEET # Framing Plan Details a6 MCI ua O LL MCI O � N � (83) �m � Q Q o LL LU QOp � � LU GL� oo� < DATE February 3, 2020 PROJ. MGR BBB DRAWN BY EP CHECKED BY SHEET TITLE SHEET # Framing Plan Details a6 GONVENTIONA1_- FRAME ROOF AREAS - SH I N6L.E ROOFS Span Tables for No. 2 SYP Rafters- No Gelling Joist- Drywall Gelling- 20 psf LL, 15 psf DL Span Tables for No Gelling Load- No. 2 SYP 20 psf, 10 Rafters psf DL SIZE 12" o.c. 1611 o.c. 24" o.c. 2X6 17'-O I' 151-111 12'-411 2X8 221-511 IG' -511 151-1011 2X10 261-011 231-211 2X8 Span Tables for No. 2 SYP Rafters- No Gelling Joist- Drywall Gelling- 20 psf LL, 15 psf DL SIZE 12" o.c. 16" o.c. 24" o.c. 2X10 24'-10" 211-611 17'-6" 2X12 26'-0" 251-211 20-6" Span Tables for No. 2 20 psf, 10 SYP Gelling psf DL Joist - SIZE 12" o.c. 16" O.G. 1611 O.C. 24" o.c. 2X4 Q'-10" 51-1111 q1 -all 81-611 2X6 151-611 13'-6" 12'-10" 111-011 2X8 20'-111 171-511 16'-I" 14'-211 2XIo 241-011 201-q" 18-10 17'-011 2XI2 26-011 241-4" I Q 1-10'1 Span Tables for No. 2 40 psf, 10 SYP f=loor psf DL Joist - SIZE 12" o.c. 1611 O.C. 24" o.c. 2X6 I O' -a" q1 -all 81-611 2X8 141-211 12'-10" I I'-0" 2X10 181-011 16'-I" 13'-2" 2XI2 j 21'-a" 18-10 15'-411 ROOF FRAMI NCS NOTES: I. Glip rafters to each bearing point N1 55T-H2.3A dips ips up to 10' span. For greater than 10' span use Simpson LT512. 2. All ridges and valleys Shall be one (1) nominal size larger than adjoining rafter. 3. Nail rafters to ceiling _joists with (4) .131" x 3" nails. 4. Nail rafters to plates with (3) 16d common nails. 3. All rafters and ceiling joists shall be No. 2 5YP. 2>4 LED, 2. �. V\V 1 1 �L.Y X L 1 t 1 I 1 ♦t{ HOUSE ATTIG= 2-,511 S.P. Com? 1/150 = 1-7.7 S.E. VENTING EAVE5= 238' X 2" = 5 S.E. VENTING RIDGE= 80' X.2"= 1.5 S.E. VENTING TOTAL VENTING, PROVIDED= 3T -O" Brooks2.dwg REVISION I DATE E•04 0 o o W0OD J W �m 0 J _ LL v v roof O aQ 0m pj :� 0z Z W 0 (� W N 7 r �Id o0 DATE February 3, 2020 DRAWN BY EP CHECKED BY SHEET TITLE SHEET # Roof Plan l Details MG w S (2-5) LL MCIZ ~ C) oo m m @ N MGo �m QQick:� Q O >m GL P!7=Mc O 'n � DATE February 3, 2020 DRAWN BY EP CHECKED BY SHEET TITLE SHEET # Roof Plan l Details GONVENTIONAL. FRAME ROOF AREAS— SH I NGLE ROOFS Span Tables for No. 2 SYP Rafters- Joist- Orywa I I Ceiling- 20 psf LL, Span Tables for No Ceiling Load- No. 2 SYP 20 psf, 10 Rafters psf DL SIZE 24" o.c. 12" o.c. 16" o.c. 21'-6" 24" o.c. 2X6 26'-0" 17'-0" 151-111 24'-0" 20'-ci" 12'-4" 2x8 26'-0" 24'-4" 22'-5" la' -5" 21'-q" 1 15'-10" 2X10 26'-0" 23'-2" Span Tables for No. 2 SYP Rafters- Joist- Orywa I I Ceiling- 20 psf LL, No Ceiling 15 psf DL SIZE 12110.0. 16" ox— 24" o.c. 2X10 24'-10" 21'-6" 17'-6" 2X12 26'-0" 25'-2" 20-6" Span Tables for No. 2 SYP Ceiling Joist- 20 psf, 10 psf DL SIZE 12" o.c. 16" o.c. 24" ox - 2X4 q'-10" 8'-11" 7'-8" 2X6 15'-6" 13'-6" 111-011 2X8 201-11' 17'-5" 14'-2" 2X10 24'-0" 20'-ci" 17'-0" 2X12 26'-0" 24'-4" IG' -10" (2) 51 MPSON MSTA24 STRAPS FROM GARAGE DOOR HEADER TO .JACK STUDS �" ( ROD, UNLESS SHEARWALL SPEG. REOU I RES GREATER (5) 2X STUD CORNER P.T. SOLE PLATE 16" MIN. EMBED OF PA51 N GONG. FILLED 5TEMWALL Span Tables for No. 2 SYP Floor 40 psf, 10 psf DL Joist - SIZE 12" o.c. 16" O.C. 24" o.c. 2X6 10'-a" a' -a" 8'-6" 2X8 14'-2" 12'-10" Ill -Oil 2X10 18'-0" 161-111 13'-2" 2X12 21'-q" 1 18'-10" 15-4" ROOF FRAMING NOTES: I. Clip rafters to each bearing point W 5ST-H2.5A c I ips up to 10' span. For greater than 10' span use Simpson LT512. 2. All ridges and valleys shall be one (1) nominal size larger than adjoining rafter. 3. Nail rafters to ceiling .joists with (4) .131" x 3 4" nails. 4. Nail rafters to plates with (3) 16d common nails. 5. All rafters and ceiling joists shall be No. 2 SYP. TYPICAL GARAGE/HEADER JACK CONNECTION ADD S I MPSON PA51 STRAP WHEN GARAGE WING ,NALL. < 51-6111 EMBEDDED IN GONG.F I LLED STEM WALL. FASTEN TO K I NG5 W/ (18) IOd NAILS. 3 411 TO 5 1 11 L5TA1�-�2 © E32" O.G. OR 55P 1@ 16 0.c. ALTERNATE RETROFIT FORPA51 STRAP (2) MSTAM24 FLAT STRAPS FASTEN I NO JACK STUDS TO STEM WALL. FASTEN TO STEMWAI._L W/ (5) 6" TITAN MASONRY 5GREWS AND TO STUDS W/ (cl) IOd COMMON WIRE NAILS. . a. 0 I TH I GKENED SLAB EDGE ae GARAGE OPENING 6ARA6E WING WALL ELEVATION STEMWALL SHOWN, MONOLITHIC SLAB FT6. SIMILAR LU52b JOIST � LEDGER -IEMBERS V_2 A.F.F. �I II ❑ �I LJ Lj �I �I �I d �I �I II --- II ��IXbT@6 E UNDR RAFTER EXISTING CEILING — Ij II I I 11 li Ii 11 I I II II I EXISTING CEILING VOLUMN GLC- I j GWB ON RAFTERS COLLAR TIES i 1 II Ii I II I I Ii II I I II I� II I I II Ij II I I II II II �I II I ,I 11 1 ( II' -2" PL. H6T. I— — — — — — — — — — — — — — — — ------ ----- II 1I II I II i l II I.I. ------- 1X6 TIG l UNDER R, ITER II II I I I I L--------- ITF CEILING FRAMING PLAN I _� SCALE: I/4" = I'_0��-----0--------------d Srook52.dwg REVISION IM Wm° IL �N v Qym W Ga J 0 W a° a �Id 4� DATE 40 0 tb � CPm A N . N on 0 3f Q d � A 0m OLs� �U � tL Z �-J DATE February 3, 2020 PROJ. MGR BBB DRAWN BY EP CHECKED BY SHEET TITLE SHEET # 0 Gelling Q Q Framing Plans v W (2-5) OLs� Z �-J O 1--�p o o c� Q � N cl �m L Q O >m � Moon n < DATE February 3, 2020 PROJ. MGR BBB DRAWN BY EP CHECKED BY SHEET TITLE SHEET # 0 Gelling Q Q Framing Plans �. �•�u..'• �•• •.ice . ALTERNATE DETA ! L (2) 2X12 P.T. 16" X 16" GMU N/ #5 0 48" O.G. N/ 12" BEND @ TOP s C BEND o BOTTOM, FILL If SOLID L. R s 1 • • 36"X36"X12" GONGRETE FOOTING r3TA I R D � T�A I � (2500 P.5.1.) N/ (3) #5 EA. NAY. aci 5GALE: N.T.S. TIE ROD ANGHORI NO SYSTEM: I. THREADED ROD: Y2" (P A507 CONTINUOUS THREADED ROD EPDXIED INTO THE CONCRETE FOUNDATION AND PLACED VERTICALLY THRU THE DOUBLE #2 5YP TOP PLATE WHERE IT IS SECURED VIA A 3" X 3" X Y8" STEEL WASHER AND NUT. 2. EXTERIOR WALL: r4 RODS SHALL BE INSTALLED AT EA. CORNER POST AND NOT MORE THAN 4'-0" ON CENTER THEREAFTER. THE ROD SHOULD BE EMBEDDED NOT LESS THAN 4 Y4" INTO MINIMUM 2,500 PSI CONCRETE W/ 51 MP50N TWO-PART EPDXY OR EQUAL. A 2i'2" EDGE SHOULD BE MAINTAINED. THE NUT SHALL BE T16HTENED TO +/- 25 POUND -FEET OF (1) FULL LEN6TH ATR WITHIN 2" OF HEADER P05T L�PLATED GONDITION TORQUE. FOR 2 -STORY NALLS, A COUPLER SHOWN. NOTCHED SHOULD BE USED TO JOIN TWO PIECES OF ROD HEADER APPLIES. TOGETHER TO CREATE A CONTINUOUS PATH FROM TOP PLATE TO FOUNDATION. F'ORGH HDR. © MALL 3. INTERIOR NALL5: N.T.5. SPACING MAY REMAIN 6-0" O.G. BUT REDUCE UPLIFT CAPACITY 4c[0 LB5. FROM 535 LBS. UNLE55 STIFFENING 5HEATHIN6. 4. TIRE ROD SPAGIN6: O LB5.-1,00 LBS. --- ROD ® 4'-0" O.G. INTERIOR ROD ® 6'-0" O.G. EXTERIOR I.00ILB5.-2,016 LB5. ---ADD I ROD ADJACENT TO TRUSS 2,017 LB5.-GREATER ---SEE DRANIN65 3" X 3" X Ya" THICK HASHER +E NUT (2) 2X CONT. WOOD PLATE 2X STUB HOOD STUDS o 16" O.G. HEADER (SEE HEADER 5PAN TABLES- SHEET a2) Y2" COUPLER r0' A 0N0N TYPICAL WALL OPENIN6 HOOD PLATE MULTIPLE KING STUDS JACKSTUDS SEE HEADER SCHEDULE SEE HEADER SCHEDULE TYPICAL HEADER DETAIL II INSTALL (2) 51MP50N MSTA 36 OVER BOTH 11 51MP50N R5P4 o BOT. II OF EA. JAGK STUD II WHERE THREADE RODS it CAN NOT BE USED II Y2" THREADED ROD II II u N n u it 11 II It TOP OF FLOOR SEE ANCHORAGE DETAILS FOR EMBED BEAM 5EE MULTIPLE MEMBER DETAIL 12 IR30 INSULATION IN GEILIN6 --J G.W.B. DOUBLE 2 X 6 NO. 2 5YP TOP PLATE. Y2" COUPLER 1/2" G.W.B. 2X6 #2 5YP PT BOTTOM PLATE TO STUD - H/ 5PH4 W/ (12) IOd ON EVERY OTHER STUD 4" GONG. SLAB (2500 P.5.1) W/ 6X6XI0/10 HHF OVER 6 MIL VAPOR BARRIER OVER GLEAN, WELLI- COMPACTED, TREATED FILL 11 GLEAN 8 COMPACTED FILL—/ GOVT. CONCRETE FOOTING (2500 P.5.1) W/ (3) - #5 DONT. I T I I) 5EE MUL MEMBER D 2X10 RAFTERS o 12" O.G. METAL SEAM ROOF •142.5A HURRICANE CLIP 1/2" GDX PLYWOOD ROOF DECK. N/ RING SHANK NAILS o 4" oz. ON EDGES, 6" oz. IN FIELD N.O.N) VENTED WOOD SOFFIT 5LOGKIN6 BETWEEN EA. TRUSS BOARD d BATTEN OVER IS# FELT OR 'TYVEK' BUILD. WRAP Y2"0513 OVER 2 X 6 5PF STUDS alb" oz. FASTEN 05B H/ 8d 4" O.G. ON EDC -E5, 8" O.G. IN FIELD TYP. U.O.N. RII INSULATION FLASHING (.032") DRIVEWAY SLOPE I I I I I I I " CMU H/ #5 a 48" o.G. H/ 12" BEND a TOP 4 q" BEND o BOTTOM, FILL SOLID STEM WALL (9 GARAGE SGALE: 1/2" (2) 51 MP50N "M5TA24" STRAP or EQ. ® BEAM 6X6 P.T. 5YP#2 P05T (TYP. ALL P05T) 51MP50N "HU5212-2" HANGER or EQ. ®BEAM INTERMEDIATE (CONGEALEDFLANGE) (2) 51 MPSON ' M5TA24, STRAP POST DETAIL N.T.5. or EQ. ® BEAM rP#2 P05T '05T) 2X8 P.T. BOT. PLATE 1P5ON "ABU6b" BASE EQ. (TYP. ALL POST) =MWALL FOUNDATION (SEE 1NDATION PLAN) CORNER F'OST DETAIL (TYP. EA. CORNER) N.T.5. 2X STUD NALL HALL FIN15H 2 -PART CONT. 26 6A. C7iO FLASHING ROOF FINISH • 0.milt � 1� 7 ROOF FLASHING WALL NOT TO 50ALE I ROW Sd COMMON NAILS o 36 O.G. )�" GDX PLYWOOD 61 ROOF 5HEATHIN6 EXIST. ROOF SYSTEM OVER FRAMING H/ 2X10 5YP No. 2 RAFTERS o 16" O.G. H/ (8) 12d COMMON NAILS EA. END o 24" O.G. 2X12 5YP No. 2 LEDGER. FASTEN TO I PG. SIMP50N H25 H/ (8) ROOF THRU PLYWOOD DECK W/ (3) 8d COMMON NAILS FROM #10 X 3 )�" DECK 50REH5 W/ I" DIA. RAFTER TO LEDGER HASHER5 o EA. EXIST. TRUSS INTERSECTION LEDGER DETAIL a�f @ OVERFRAMING RAFTER 5GALE: Y2" V -O" A.A.A. RATED 5HEATHIN6 TO MATCH ROOF SHEATHING 2X4 5YP OUTLOOKER5 a 24" O.G. W/ (8) 8d d (1) H25 VENTED WOOD SOFFIT H2.5 DOUBLE 2X4 NO. 2 5YP TOP PLATE. FASTEN H/ (2) ROWS 10d COMMONS I6" O.G. 5TAC76ERED (U.N.0) MIN. 24" LAP H/ (12) IOd NAILS IN LAP. 1/2" 0 THREADED ROD (SEE FLOOR PLAN VIEW FOR 5PACING) Y2" COUPLER &'0513 OVER 2 X 6 5PF— STUDS 024" oz. FASTEN 05B H/ 8d 4" O.G. ON ED6E5, 8" O.G. IN FIELD TYP. U.O.N. BOARD 4 BATTEN OVER 15# — FELT OR 'TYVEK' BUILD. _ WRAP 8" x 16" SCREENED VENT (SEE FOUNDATION PLAN FOR LOCATION) 6" CMU W/ #5 0 48" O.G. H/ 12" BEND o TOP i q" BEND o BOTTOM, FILL SOLID 12 2 Brooks2.dwg BLOCK SHEATHII5 EDC5E5 WITHIN 4` REVISION DATE 112" PLYNbOD DECKING- 8d OF 6ABLE END MN65HAW: NAL -5 - Old a 4' O.G. AT E06E a 2X10 RAFTERS 8d O'OZ. IN FIELD II R30 INSULATION IN GEILIN6 11 11 2X4 BRACING o 4'-0" O.G. II II 2X8 GL6. JOISTS 11 a 16" O.G. II II 5/8" G.W.B. I 1/2" G.W.B. In 0 W2 m° �"`y RII INSULATION N IL ^ N N • O ] _j .- #2 5YP BOTTOM PLATE. FASTEN TO u" BANDBOARD H/ 10d: Q = 3" oz. IN DESIGNATED 2nd FLOOR SW SECTIONS. � W � 0 O W 12" O.G. ELSEWHERE. YI QymA,xm 3/4" T46 PLYWOOD - NAIL d GLUE 2XIO o 24" O.G. A O Z ILQ 11O Q F- � Q w o it � N R30 INSULATION 'IN ' a '- 00 O �- SLOPE &RADE =-E: DONT. CONGRETE FOOTING (2500 P.5.1) #5 CONT. 2'-O" EXTERIOR NALL DETAIL SGALE: 1/2" = I'-011 5/8" GDX PLYNOOD. NAIL 4" o.C. ON EDGES, 6" o.c. IN FIELD (U.O.N.) W/ R I NC25HANK NAILS 2X45YP OUTLOOKER 24" O.G.- (8) 8d $ (1) H2.5 (2) S I MPSON "M5TA24"—' STRAP or Ea. © BEAM 6X6 P.T. POST SIMPSON "HU5212-2" -(2) 2XI2 SEE MULTIPLE MEMBER NAILING DETAIL BOARD I$ BATTEN BLOCK SHEATHING EDGES W I TH I N 4' OF GABLE END 2X8 RIDGE BEAM �2X6 RAFTERS @ 24" O.G. /— IX6 T$ G H2.5A EA. SIDE OF BEAM HANGER or Ea. (g) BEAM I---- EXISTING (GONGEALED FLANGE) ROOF SYSTEM EXISTING 2X4 STUD WALL 4 OVERFRAM I NG DETA I Lc) PORGH GABLE Ak Qa SCALE: 1/2" = 1'-011 ma O U- ma7 O = oo m � m Q N < CC 3 m } 0 O v O 0 0 1-1.-1 DATE February 3, 2020 PROD. MGR BBB DRAWN BY EP CHECKED BY SHEET TITLE SHEET # viall Sect ion Details i KE"rNOTES a OI P.T. 2X6 RAIL GAP O2 P.T. 2X4 P.T. 2X2 PIGKETS 0 4" o.c. ® P.T. TREADS O P.T. 4X4 POST 2X12 P.T. 5TRIN6ERS a 4"-0" O.C. 0 P.T. 2X8 W (2) J" (P THRU-BOLTS ABU 44 P05T BASE 0 CONT. 24"XIO" FT6. w/ (2) #5 CONT. l$ (1) #5 REBAR a 12" 10 DEGORATIVE 2X4 RAILING SYSTEM w/ METAL GABLE BEHIND (p 4" o.c. �. �•�u..'• �•• •.ice . ALTERNATE DETA ! L (2) 2X12 P.T. 16" X 16" GMU N/ #5 0 48" O.G. N/ 12" BEND @ TOP s C BEND o BOTTOM, FILL If SOLID L. R s 1 • • 36"X36"X12" GONGRETE FOOTING r3TA I R D � T�A I � (2500 P.5.1.) N/ (3) #5 EA. NAY. aci 5GALE: N.T.S. TIE ROD ANGHORI NO SYSTEM: I. THREADED ROD: Y2" (P A507 CONTINUOUS THREADED ROD EPDXIED INTO THE CONCRETE FOUNDATION AND PLACED VERTICALLY THRU THE DOUBLE #2 5YP TOP PLATE WHERE IT IS SECURED VIA A 3" X 3" X Y8" STEEL WASHER AND NUT. 2. EXTERIOR WALL: r4 RODS SHALL BE INSTALLED AT EA. CORNER POST AND NOT MORE THAN 4'-0" ON CENTER THEREAFTER. THE ROD SHOULD BE EMBEDDED NOT LESS THAN 4 Y4" INTO MINIMUM 2,500 PSI CONCRETE W/ 51 MP50N TWO-PART EPDXY OR EQUAL. A 2i'2" EDGE SHOULD BE MAINTAINED. THE NUT SHALL BE T16HTENED TO +/- 25 POUND -FEET OF (1) FULL LEN6TH ATR WITHIN 2" OF HEADER P05T L�PLATED GONDITION TORQUE. FOR 2 -STORY NALLS, A COUPLER SHOWN. NOTCHED SHOULD BE USED TO JOIN TWO PIECES OF ROD HEADER APPLIES. TOGETHER TO CREATE A CONTINUOUS PATH FROM TOP PLATE TO FOUNDATION. F'ORGH HDR. © MALL 3. INTERIOR NALL5: N.T.5. SPACING MAY REMAIN 6-0" O.G. BUT REDUCE UPLIFT CAPACITY 4c[0 LB5. FROM 535 LBS. UNLE55 STIFFENING 5HEATHIN6. 4. TIRE ROD SPAGIN6: O LB5.-1,00 LBS. --- ROD ® 4'-0" O.G. INTERIOR ROD ® 6'-0" O.G. EXTERIOR I.00ILB5.-2,016 LB5. ---ADD I ROD ADJACENT TO TRUSS 2,017 LB5.-GREATER ---SEE DRANIN65 3" X 3" X Ya" THICK HASHER +E NUT (2) 2X CONT. WOOD PLATE 2X STUB HOOD STUDS o 16" O.G. HEADER (SEE HEADER 5PAN TABLES- SHEET a2) Y2" COUPLER r0' A 0N0N TYPICAL WALL OPENIN6 HOOD PLATE MULTIPLE KING STUDS JACKSTUDS SEE HEADER SCHEDULE SEE HEADER SCHEDULE TYPICAL HEADER DETAIL II INSTALL (2) 51MP50N MSTA 36 OVER BOTH 11 51MP50N R5P4 o BOT. II OF EA. JAGK STUD II WHERE THREADE RODS it CAN NOT BE USED II Y2" THREADED ROD II II u N n u it 11 II It TOP OF FLOOR SEE ANCHORAGE DETAILS FOR EMBED BEAM 5EE MULTIPLE MEMBER DETAIL 12 IR30 INSULATION IN GEILIN6 --J G.W.B. DOUBLE 2 X 6 NO. 2 5YP TOP PLATE. Y2" COUPLER 1/2" G.W.B. 2X6 #2 5YP PT BOTTOM PLATE TO STUD - H/ 5PH4 W/ (12) IOd ON EVERY OTHER STUD 4" GONG. SLAB (2500 P.5.1) W/ 6X6XI0/10 HHF OVER 6 MIL VAPOR BARRIER OVER GLEAN, WELLI- COMPACTED, TREATED FILL 11 GLEAN 8 COMPACTED FILL—/ GOVT. CONCRETE FOOTING (2500 P.5.1) W/ (3) - #5 DONT. I T I I) 5EE MUL MEMBER D 2X10 RAFTERS o 12" O.G. METAL SEAM ROOF •142.5A HURRICANE CLIP 1/2" GDX PLYWOOD ROOF DECK. N/ RING SHANK NAILS o 4" oz. ON EDGES, 6" oz. IN FIELD N.O.N) VENTED WOOD SOFFIT 5LOGKIN6 BETWEEN EA. TRUSS BOARD d BATTEN OVER IS# FELT OR 'TYVEK' BUILD. WRAP Y2"0513 OVER 2 X 6 5PF STUDS alb" oz. FASTEN 05B H/ 8d 4" O.G. ON EDC -E5, 8" O.G. IN FIELD TYP. U.O.N. RII INSULATION FLASHING (.032") DRIVEWAY SLOPE I I I I I I I " CMU H/ #5 a 48" o.G. H/ 12" BEND a TOP 4 q" BEND o BOTTOM, FILL SOLID STEM WALL (9 GARAGE SGALE: 1/2" (2) 51 MP50N "M5TA24" STRAP or EQ. ® BEAM 6X6 P.T. 5YP#2 P05T (TYP. ALL P05T) 51MP50N "HU5212-2" HANGER or EQ. ®BEAM INTERMEDIATE (CONGEALEDFLANGE) (2) 51 MPSON ' M5TA24, STRAP POST DETAIL N.T.5. or EQ. ® BEAM rP#2 P05T '05T) 2X8 P.T. BOT. PLATE 1P5ON "ABU6b" BASE EQ. (TYP. ALL POST) =MWALL FOUNDATION (SEE 1NDATION PLAN) CORNER F'OST DETAIL (TYP. EA. CORNER) N.T.5. 2X STUD NALL HALL FIN15H 2 -PART CONT. 26 6A. C7iO FLASHING ROOF FINISH • 0.milt � 1� 7 ROOF FLASHING WALL NOT TO 50ALE I ROW Sd COMMON NAILS o 36 O.G. )�" GDX PLYWOOD 61 ROOF 5HEATHIN6 EXIST. ROOF SYSTEM OVER FRAMING H/ 2X10 5YP No. 2 RAFTERS o 16" O.G. H/ (8) 12d COMMON NAILS EA. END o 24" O.G. 2X12 5YP No. 2 LEDGER. FASTEN TO I PG. SIMP50N H25 H/ (8) ROOF THRU PLYWOOD DECK W/ (3) 8d COMMON NAILS FROM #10 X 3 )�" DECK 50REH5 W/ I" DIA. RAFTER TO LEDGER HASHER5 o EA. EXIST. TRUSS INTERSECTION LEDGER DETAIL a�f @ OVERFRAMING RAFTER 5GALE: Y2" V -O" A.A.A. RATED 5HEATHIN6 TO MATCH ROOF SHEATHING 2X4 5YP OUTLOOKER5 a 24" O.G. W/ (8) 8d d (1) H25 VENTED WOOD SOFFIT H2.5 DOUBLE 2X4 NO. 2 5YP TOP PLATE. FASTEN H/ (2) ROWS 10d COMMONS I6" O.G. 5TAC76ERED (U.N.0) MIN. 24" LAP H/ (12) IOd NAILS IN LAP. 1/2" 0 THREADED ROD (SEE FLOOR PLAN VIEW FOR 5PACING) Y2" COUPLER &'0513 OVER 2 X 6 5PF— STUDS 024" oz. FASTEN 05B H/ 8d 4" O.G. ON ED6E5, 8" O.G. IN FIELD TYP. U.O.N. BOARD 4 BATTEN OVER 15# — FELT OR 'TYVEK' BUILD. _ WRAP 8" x 16" SCREENED VENT (SEE FOUNDATION PLAN FOR LOCATION) 6" CMU W/ #5 0 48" O.G. H/ 12" BEND o TOP i q" BEND o BOTTOM, FILL SOLID 12 2 Brooks2.dwg BLOCK SHEATHII5 EDC5E5 WITHIN 4` REVISION DATE 112" PLYNbOD DECKING- 8d OF 6ABLE END MN65HAW: NAL -5 - Old a 4' O.G. AT E06E a 2X10 RAFTERS 8d O'OZ. IN FIELD II R30 INSULATION IN GEILIN6 11 11 2X4 BRACING o 4'-0" O.G. II II 2X8 GL6. JOISTS 11 a 16" O.G. II II 5/8" G.W.B. I 1/2" G.W.B. In 0 W2 m° �"`y RII INSULATION N IL ^ N N • O ] _j .- #2 5YP BOTTOM PLATE. FASTEN TO u" BANDBOARD H/ 10d: Q = 3" oz. IN DESIGNATED 2nd FLOOR SW SECTIONS. � W � 0 O W 12" O.G. ELSEWHERE. YI QymA,xm 3/4" T46 PLYWOOD - NAIL d GLUE 2XIO o 24" O.G. A O Z ILQ 11O Q F- � Q w o it � N R30 INSULATION 'IN ' a '- 00 O �- SLOPE &RADE =-E: DONT. CONGRETE FOOTING (2500 P.5.1) #5 CONT. 2'-O" EXTERIOR NALL DETAIL SGALE: 1/2" = I'-011 5/8" GDX PLYNOOD. NAIL 4" o.C. ON EDGES, 6" o.c. IN FIELD (U.O.N.) W/ R I NC25HANK NAILS 2X45YP OUTLOOKER 24" O.G.- (8) 8d $ (1) H2.5 (2) S I MPSON "M5TA24"—' STRAP or Ea. © BEAM 6X6 P.T. POST SIMPSON "HU5212-2" -(2) 2XI2 SEE MULTIPLE MEMBER NAILING DETAIL BOARD I$ BATTEN BLOCK SHEATHING EDGES W I TH I N 4' OF GABLE END 2X8 RIDGE BEAM �2X6 RAFTERS @ 24" O.G. /— IX6 T$ G H2.5A EA. SIDE OF BEAM HANGER or Ea. (g) BEAM I---- EXISTING (GONGEALED FLANGE) ROOF SYSTEM EXISTING 2X4 STUD WALL 4 OVERFRAM I NG DETA I Lc) PORGH GABLE Ak Qa SCALE: 1/2" = 1'-011 ma O U- ma7 O = oo m � m Q N < CC 3 m } 0 O v O 0 0 1-1.-1 DATE February 3, 2020 PROD. MGR BBB DRAWN BY EP CHECKED BY SHEET TITLE SHEET # viall Sect ion Details i ELEG. LEG7END DUPLEX WALL OUTLET - 110 -VOLT SWITCHED WALL OUTLET - O -VOLT � 20220 -VOLT OUTLET G �FI INTERRUPTER - 110 VOLT =WP WEATHERPROOF OUTLET - 110 VOLT Ap PHONE -® TELEVISION GABLE OUTLET ? CHIMES 5"Z SMOKE DETEGTOR `—F'P ELEGTRIG PANEL ] AIG SERVICE D I SGONNEGT -tfl- S I N6LE-POLE 5W I TGH THREE-WAY 5W I TGH -t�-4 FOUR-WAY SWITGH GE I L I NO MOUNTED L16HT WALL MOUNTED L16HT 0 RECESSED L16HT FIXTURE 0 WATERPROOF REGE55ED wP L16HT FIXTURE 3 EXHAUST FAN -I " FAN -LIGHT COMBINATION CEILING MOUNTED PENDANT LIGHT PREW 1 RE 4 BRAGS GL6. FAN W/ L16HT 24" UNDER CABINET FLUORESCENT LIGHT GL6. SURFAGE MOUNT FLUORESGENT L16HT vFLOOD L I SHT5 Pi 50 AMP ELEG. SERV I GE ELEGTRIGAL NOTES 1. LOGATE ALL NEW ELEGTRI GAL OUTLETS, 5W I TGHE5, LIGHTS, SMOKE DETEGTORS, FANS, AND EXHAUST FANS PER ELEGTRIGAL BUILDING GODES. 2. VERIFY W/ BUILDER ANY SPECIAL HOOK-UPS. (RAN6E HOODS, ETG.) 3. PROVIDE A MINIMUM OF 75% OF LIGHTIN6 TO BE HIGH -EFF I GAGY. ALL REGESSED L 16HTI NG SHALL BE HIGH -EFF I CAGY = ci0% + OF THE LIGHTING. (PHILLIPS ENDURALED PAR 55). 4. PROVIDE FOR AFG I PROTECTION ON ALL 120 VOLT, SINGLE PHASE, IE � 20 AMP BRANGH G I RGU I TS SUPPLY I N6 OUTLETS INSTALLED IN L I V I N6 ROOM, NOOK, DEN, BEDROOMS, GLOSETS, HALLWAY, OR SIMILAR ROOM5 SHALL BE PROTEGTED BY A LISTED AFG I , COMBINATION TYPE, INSTALLED TO PROTEGT THE BRANGH GIRGUIT. 3. OUTLETS AT COUNTERS TO BE MOUNTED AT 43" AFF, ALL OTHERS TO BE MOUNTED AT 13" AFF UNLESS OTHERWISE NOTED. 6. ARG FAULT G I RGU I T INTERRUPTERS IN ALL BEDROOMS. 7.1 -LL ELEGTRI GAL WIRING TO BE IN AGGORDANGE WITH THE LATEST EDITION OF THE NEC,. ELECTRICAL 5GALE: 1/4" = 1'-0" Brook52.dwg REVISION I DATE LL1 mo O li— z O N �m Q L LL o O OLmoo �< DATE February 3, 2020 " • ' i w i DRAWN BY EP CHECKED BY SHEET TITLE SHEET # Electrical 5 nn Plan 09 Woo ° 48 z �m �N 'ANv v v LL 0 U W A Jry~ _- Ooz p C Q� WNa� et Q CQN 0 LL1 mo O li— z O N �m Q L LL o O OLmoo �< DATE February 3, 2020 " • ' i w i DRAWN BY EP CHECKED BY SHEET TITLE SHEET # Electrical 5 nn Plan GiENERAL 5TfRUCTUfR,4L NOTE5: 1. Codee: Florida Building Code 2017, American Concrete Institute, American Institute of Timber Construction. 2, Live Loads: Roof: 20 psf Floor: 40 psf Stair: 40 psf 3. l.Uind Load Notee: Codes: Florida Building Code 2017 and ASCE-7-10 Ultimate Design Wind Speed: 130 mph Wind Importance Factor: I = 1.0 Building Category: II Wind Exposure: C Enclosure: Enclosed Building Internal Pressure Coefficient GCpi = +.18 or -.18 Wind Pressure to Components/ Claddings (Mean Roof Height 25') I End Zone = 8 Zone Effective wind area(sf) Wind loads(r)sf NOTE: AWS Design Pressure = Ultimate Pressure x 0.6 or Divide with 1.6 �. Allouuable 50 i l Bearing: 2500 psf 5. '5011 Compaction: Soil under slab on grade and foundation shall be compacted to 95% modified proctor max. dry density (ASTM D-1557). Contractor shall submit density test report to Owner or Engineer. ro. I -1a ter !a le: Concrete (normal weight- 28 days) 3000 psi Reinforcing bar ASTM A615 Welded Wire Fabric ASTM A185 Anchor Bolts ASTM A36 Welds AWS E70 or E60 Wood Members for beams & Posts 42 SYP) Wood Members for studs (#2 SYP or better) Microllam 1.9E -1. Concrete: All concrete to be designed as per ACI 318 Latest Edition. Footings 3000 psi Slab on Grade 3000 psi All others 3000 psi Splices in reinforcing where permitted: Concrete 50 bar diameter Masonry 48 bar diameter Unless shown on drawings, minimum conc. cover for reinforcing: Cast against earth 3" Slab on grade Centered Exposed to earth or weather #6 thru #11 bars 2" #5 bars & smaller 1 1/2 if All reinforcingshall be held securely in position with standard accessories in accordance with ACI 315 during placement of concrete. 8. Timber: All wood framing shall be fabricated and installed as per AITC & TPI & National Design Specification for Wood Construction. Provide temporary top chord bracing until roof sheathing is in place. All wood members exposed to weather shall be pressure treated. Pre-engineered wood trusses shall comply with Truss Plat Institute Standard with proper dead, live and wind loads. Drawings shall be signed and sealed by professional engineer registered in the State of Florida. Provide hurricane clips at both ends of each rafter and truss. The number and size of nails connecting to wood members shall not be less than those specified in FBC 2010 Table 2304.9.1 Fastening Schedule. GENEfRAL NOTE5: I. THE GON5TRUGTION WORK SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL RE6ULATION5 AS THEY APPLY TO TH15 PROJECT ALONG WITH ALL THE REQUIREMENTS OF THE STANDARD BUILDI'N6GODE, SOUTHERN BUILDING CODE GON6RES5 I NTL=RNATI OVAL , LATEST EDITIONS. 2. PROVIDE G.F.I. GIRGUITS AT ALL OUTSIDE AND BATHROOM REGEPTAGLE5. 5. DO NOT 5GALE THE DRAWINGS. DIMENSIONS SHALL GOVERN IN ALL I NSTANGE5. REPORT ANY DISGREPANGIE5 TO THE ARGHITEGT IN WR:ITIN6 BEFORE PROGEED I N6 WITH THE WORK. 4. PLANS ASSUME A 501L BEARING GAPAI ;ITY OF 2,500P.5.F. IF 51TE GONDITION5 EX15T TO THE GONTRARY, NOTIFY ARGHITEGT IN WRITING BEFORE PROGEEDIN6 WITH THE WORK. 5. ALL GONGRETE SHALL AGH I EVE 2,500 P.5.1. BEARING GAPAG I TY IN 28 DAYS. ALL GONGRETE SMALL BE READY -MIXED IN AGGORDANGE WITH A.S.T. 5PEGIFIGATION5. 6. ALL REINFORGING 5TEEL5HALL BE NEWT BILLET, DEFORMED STEEL A.5.T.M. -615 GRADE 60. -7. LIGHT BROOM FINISH ALL SIDEWALKS, STAIRS AND RAMPS, 5GORE GONGRETE IN PATTERN IN7IGATED. BULL NOSE ALL EXPOSED GONGRETE ED6E5. SEE ARGHITEGTURAL FLOOR PLAN FOR PATTERNS AND GON5TRUGTION JOINTS. 5. PROVIDE Y4" ASPHALT IMPREGNATED EXPANSION JOINT WHEREVER GONGRETE SLAB BUTTS AND VERTIGAL 5TRUGTURE. q. ALL LUMBER IN GONTAGT WITH MASONRY OR GONGRETE SHALL BE PRESSURE TREATED. 10. SUBGONTRAGTORS SHALL BE RESPON51 BLE FOR PROTEGTIN6 ADJAGENT 5TRUGTURE5, EQUIPMENT, STREETS, SIDEWALKS, LAND5GAPING AND EXISTING GON5TRUGTION. II. GERAMIG TILE: INTERIOR GOEFFIGIENT OF FRIGTION MINIMUM (MIN) .6, EXTERIOR U5E5 AND INTI=RIOR U5E5 AND INTERIOR - NET, GOEFFIGIENT OF FRICTION MIN b UNGLAZED. 12, TH15 15 A BUILDER'S SET OF GONSTRUGTION DRAIN 1 NGS. IT 15 NOT THE INTENT OF THESE DRAW I NGS TO SHOW EVERY DETAIL OF GON5TRUGTION. THE BUILDER SHALL BE RESPONSIBLE FOR SUPPLYING ADDITIONAL AND/OR SUPPLEMENTAL INFORMATION REQUIRED FOR THIS PROJECT. IT SHALL BE THE BUILDER'S RE5PON5IBILTY TO GHEGK, VERIFY AND COORDINATE DIMENSIONS, BEAR I N6 POINTS AMD LOADS, GON5TRUGTION DETAILS, NOTES AND ALL PHASES OF GONSTRUGTION REQUIRED TO COMPLETE TH15 PROJECT. ALL FIN 15H AND EG2U1 PMEN T SELEGTIONS SHALL BE VERIFIED WITH THE OWNER/ BUILDER. 15. PRIOR TO GOMMENGEMENT OF SITE WORK THE GONTRAGTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES AND IRRIGATION LINES AND REPORT ANY GONFLIGT WITH THIS SET OF PLANS IN WRITING TO THE ARGHITEGT. Fro j ect Scope: Enclose Forch-Interior Remodel Fra j ect Area Information: Site Areo 20,123 SF Conc. Drive � Porches 1,36ci S1^ Total House 3,bb5 SI' I oLo I Fro 0500 Lot Coverage E3,254 5F Proposed Lot Coveroge 26% Structure He i &t 4 Number of 5tor i e5 Mean Roof Height+/ - Number of Stories Type of Construction: Type VB -2 Unprotected Unsprinkled y anc Occup Class: Residentiol Group R3 ,applicable Codes: 2011 1=lorid0 Building Code- wilding (6th Edition) 2017 Florid0 Building Code- Residentiol (6th Edition) 2014 National Electrical Codes 1„let�lad of Compliance: Prescriptive Gomplionce Method A l test i on Level 3: Work iso _tho<5096,_' of the value of the exi5ti­bui I Ind_, Wind -Zorn IInfor�rrnamtian: See Wind Zone N/A FfiROJECT LOCATION FlROJECfi p,4TA l EVIE01'ED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERIVITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY:3� DATE: 3 S0 ?-VZo �" �" � ►i S'Q t L. -e' � o .� L. o ►+� wl 1E el T S ♦ .-! .�. c. �"PT�L-'�i - :t- - uJAt,.) .4dcl i -i s' 511056'50" E 115.00' i EXI5TIN6 l_ON AREA i RETAINS WATER AT 51TE ; r I DDDN ADDITION `� O H�Z_� PROP05ED PORCH ( Oeio "5nN6) - PROPOSED O MIEN Z I GARAGE I t- A am io exisnwv) ONE STORY FRAC- � �1121JdGE #511 I POWoL€r 240 a PROPOSED; s PORCH i vurK�snax �� s��r w FENCE > a I I 511 0 5650" E 115.00' - 5ELVA MARINA DRIVE 5I TE FLAN SCALE: I" INDEX Of=DUNS Drawing # Title Gil Positive Suction Interior 10 +41.0 -44.5 20 +39.1 -42.6 50 +36.7 -40.2 100 +34.9 -38.3 End Zone 10 +41.0 -54.9 20 +39.1 -51.3 50 +36.7 -46.3 100 +34.9 -42.6 NOTE: AWS Design Pressure = Ultimate Pressure x 0.6 or Divide with 1.6 �. Allouuable 50 i l Bearing: 2500 psf 5. '5011 Compaction: Soil under slab on grade and foundation shall be compacted to 95% modified proctor max. dry density (ASTM D-1557). Contractor shall submit density test report to Owner or Engineer. ro. I -1a ter !a le: Concrete (normal weight- 28 days) 3000 psi Reinforcing bar ASTM A615 Welded Wire Fabric ASTM A185 Anchor Bolts ASTM A36 Welds AWS E70 or E60 Wood Members for beams & Posts 42 SYP) Wood Members for studs (#2 SYP or better) Microllam 1.9E -1. Concrete: All concrete to be designed as per ACI 318 Latest Edition. Footings 3000 psi Slab on Grade 3000 psi All others 3000 psi Splices in reinforcing where permitted: Concrete 50 bar diameter Masonry 48 bar diameter Unless shown on drawings, minimum conc. cover for reinforcing: Cast against earth 3" Slab on grade Centered Exposed to earth or weather #6 thru #11 bars 2" #5 bars & smaller 1 1/2 if All reinforcingshall be held securely in position with standard accessories in accordance with ACI 315 during placement of concrete. 8. Timber: All wood framing shall be fabricated and installed as per AITC & TPI & National Design Specification for Wood Construction. Provide temporary top chord bracing until roof sheathing is in place. All wood members exposed to weather shall be pressure treated. Pre-engineered wood trusses shall comply with Truss Plat Institute Standard with proper dead, live and wind loads. Drawings shall be signed and sealed by professional engineer registered in the State of Florida. Provide hurricane clips at both ends of each rafter and truss. The number and size of nails connecting to wood members shall not be less than those specified in FBC 2010 Table 2304.9.1 Fastening Schedule. GENEfRAL NOTE5: I. THE GON5TRUGTION WORK SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL RE6ULATION5 AS THEY APPLY TO TH15 PROJECT ALONG WITH ALL THE REQUIREMENTS OF THE STANDARD BUILDI'N6GODE, SOUTHERN BUILDING CODE GON6RES5 I NTL=RNATI OVAL , LATEST EDITIONS. 2. PROVIDE G.F.I. GIRGUITS AT ALL OUTSIDE AND BATHROOM REGEPTAGLE5. 5. DO NOT 5GALE THE DRAWINGS. DIMENSIONS SHALL GOVERN IN ALL I NSTANGE5. REPORT ANY DISGREPANGIE5 TO THE ARGHITEGT IN WR:ITIN6 BEFORE PROGEED I N6 WITH THE WORK. 4. PLANS ASSUME A 501L BEARING GAPAI ;ITY OF 2,500P.5.F. IF 51TE GONDITION5 EX15T TO THE GONTRARY, NOTIFY ARGHITEGT IN WRITING BEFORE PROGEEDIN6 WITH THE WORK. 5. ALL GONGRETE SHALL AGH I EVE 2,500 P.5.1. BEARING GAPAG I TY IN 28 DAYS. ALL GONGRETE SMALL BE READY -MIXED IN AGGORDANGE WITH A.S.T. 5PEGIFIGATION5. 6. ALL REINFORGING 5TEEL5HALL BE NEWT BILLET, DEFORMED STEEL A.5.T.M. -615 GRADE 60. -7. LIGHT BROOM FINISH ALL SIDEWALKS, STAIRS AND RAMPS, 5GORE GONGRETE IN PATTERN IN7IGATED. BULL NOSE ALL EXPOSED GONGRETE ED6E5. SEE ARGHITEGTURAL FLOOR PLAN FOR PATTERNS AND GON5TRUGTION JOINTS. 5. PROVIDE Y4" ASPHALT IMPREGNATED EXPANSION JOINT WHEREVER GONGRETE SLAB BUTTS AND VERTIGAL 5TRUGTURE. q. ALL LUMBER IN GONTAGT WITH MASONRY OR GONGRETE SHALL BE PRESSURE TREATED. 10. SUBGONTRAGTORS SHALL BE RESPON51 BLE FOR PROTEGTIN6 ADJAGENT 5TRUGTURE5, EQUIPMENT, STREETS, SIDEWALKS, LAND5GAPING AND EXISTING GON5TRUGTION. II. GERAMIG TILE: INTERIOR GOEFFIGIENT OF FRIGTION MINIMUM (MIN) .6, EXTERIOR U5E5 AND INTI=RIOR U5E5 AND INTERIOR - NET, GOEFFIGIENT OF FRICTION MIN b UNGLAZED. 12, TH15 15 A BUILDER'S SET OF GONSTRUGTION DRAIN 1 NGS. IT 15 NOT THE INTENT OF THESE DRAW I NGS TO SHOW EVERY DETAIL OF GON5TRUGTION. THE BUILDER SHALL BE RESPONSIBLE FOR SUPPLYING ADDITIONAL AND/OR SUPPLEMENTAL INFORMATION REQUIRED FOR THIS PROJECT. IT SHALL BE THE BUILDER'S RE5PON5IBILTY TO GHEGK, VERIFY AND COORDINATE DIMENSIONS, BEAR I N6 POINTS AMD LOADS, GON5TRUGTION DETAILS, NOTES AND ALL PHASES OF GONSTRUGTION REQUIRED TO COMPLETE TH15 PROJECT. ALL FIN 15H AND EG2U1 PMEN T SELEGTIONS SHALL BE VERIFIED WITH THE OWNER/ BUILDER. 15. PRIOR TO GOMMENGEMENT OF SITE WORK THE GONTRAGTOR SHALL BE RESPONSIBLE TO LOCATE ALL UTILITIES AND IRRIGATION LINES AND REPORT ANY GONFLIGT WITH THIS SET OF PLANS IN WRITING TO THE ARGHITEGT. Fro j ect Scope: Enclose Forch-Interior Remodel Fra j ect Area Information: Site Areo 20,123 SF Conc. Drive � Porches 1,36ci S1^ Total House 3,bb5 SI' I oLo I Fro 0500 Lot Coverage E3,254 5F Proposed Lot Coveroge 26% Structure He i &t 4 Number of 5tor i e5 Mean Roof Height+/ - Number of Stories Type of Construction: Type VB -2 Unprotected Unsprinkled y anc Occup Class: Residentiol Group R3 ,applicable Codes: 2011 1=lorid0 Building Code- wilding (6th Edition) 2017 Florid0 Building Code- Residentiol (6th Edition) 2014 National Electrical Codes 1„let�lad of Compliance: Prescriptive Gomplionce Method A l test i on Level 3: Work iso _tho<5096,_' of the value of the exi5ti­bui I Ind_, Wind -Zorn IInfor�rrnamtian: See Wind Zone N/A FfiROJECT LOCATION FlROJECfi p,4TA l EVIE01'ED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERIVITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY:3� DATE: 3 S0 ?-VZo �" �" � ►i S'Q t L. -e' � o .� L. o ►+� wl 1E el T S ♦ .-! .�. c. �"PT�L-'�i - :t- - uJAt,.) .4dcl i -i s' 511056'50" E 115.00' i EXI5TIN6 l_ON AREA i RETAINS WATER AT 51TE ; r I DDDN ADDITION `� O H�Z_� PROP05ED PORCH ( Oeio "5nN6) - PROPOSED O MIEN Z I GARAGE I t- A am io exisnwv) ONE STORY FRAC- � �1121JdGE #511 I POWoL€r 240 a PROPOSED; s PORCH i vurK�snax �� s��r w FENCE > a I I 511 0 5650" E 115.00' - 5ELVA MARINA DRIVE 5I TE FLAN SCALE: I" INDEX Of=DUNS Drawing # Title Gil Site Plan, Project Data, Location Maps, General Notes 02 Floor Plan C15 Elevations a4 Elevations 05 Foundation Plan 06 Floor Framing Plan GO Roof Framing Plan GO Geiling Framing Plan aQ Wall Section � Details G 10 Electrical Plan Brook52.dwg REVISION #I DATE r on OD CP N CO �W NN �m m_J IL z O da A Xm 'Q X P OZ � d W � N O o DATE February 3, 202 PROD. MGR 4 1.0J 0 I .30 At CHECKED BY MCI SHEET TITLE SHEET # Ll1 Project f- (23) Location Map, s Genera 0 LL 03L� J 7- 13 OD m � � N Ca15) �m 2: 0 Qo T� Q0 W I Q O >m CL Kr� oo ff) < CL DATE February 3, 202 PROD. MGR BBB 1 DRAWN BY EP CHECKED BY SHEET TITLE SHEET # Site Plan, Project Data, Q Location Map, s Genera Notes 8 JAMB FLASHING 8 Jr ABOVE ROUGH OPENING AT HEAD. HICK TOP OF JAM FLASHING UNDER THE FLAP OF WRB AT THE HEAD. SEE DIAGRAM. �' ' FLASHING 4k SILL SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUM. AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER SPECIFICATIONS AT FLASHING AT HEAD EXTENDS 1' BEYOND JAM FLASHING. �_ OHEAD FLASHING � �— EMBED BOTTOM OF THIS HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE A OWEATHER RESISTANT BARRIER (DRB) AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. INTERIOR VIEW TOP LEFT CORNER OF mnuvw DOOR SCHEDULE WINDOW INSTALLATION WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. TYPE FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. STEPS SECTION A THROUGH WINDOW JAM IN WATER SHEDDING FASHION. O — STARTING AT THE BASE OF VERIFY 1^V MANUF. 2 6'-8" THE WALL & WORKING TOWARDS O 30- X 6$ STEEL NTRY- HALF LITE THE TOP. INSTALL THE WIRs TO THE FACE OF THE SEALANT BEAD VERIFY N/ NDN. MANUF. H328 SHEATHING. REWIND MOUNTING STEEL ENTRY 1 VERIFY N/ MANUF. APPLY SILL FLASHING FLANGE. x x �4 APPLY BEAD OF SEALANT $ PA D DOOR VERIFY N/ MANUF. 2 AT BACK OF WINDOW FLANGE do SET WINDOW USING SEAL THE WINDOW FRAME TO O 2) PAN HEAD SCREWS TO OPENING.AAV NOM. I 0 FACILITATE INSPECTION. THEAPPLYY BACKSIDE (INTERIOR) OF THE WINDOW i!IAPPLY 2$ X 6a APPLY BEAD OF SEALANT AT I LINE WITH ANY I SIDE JAMBS. EXTEND 8 JrHOLES PRE—PUNCHEDFLANGE. OR SLOTS FLASHING APPLY JAM RING T BEAD BETWEEN BEAD OF SEALANT AT HEAD (DJAMB FLASHING FLASHING AND MOUNTING APPLY CONT. SEAL TO THE MOUNTING FLANGE. FLANGES AT THE TOP (HEAD) AND APPLY HEAD FLASHING SIDES (JAMBS) OF WINDOW. EXTEND 4 PANEL 5LIDIN6 6LA55 DOOR SEALANT AT JAMS 8 )r ABOVE REMOVE PREVIOUSLY APPLIED ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. NEW SHEATHING TAPE OVER DIAGONAL CUT —SEE THE R.O. AT HEAD. EMBED JAMBTAPE, FLASHING INTO SEALANT AND FASTEN IN PLACE (FASHING�APPLY GOES OVER SEALANT) ASECURE CIAO..// H3210 n (2)Ik X 3Q 51N6LE HUN6 WRB 8 JAMB FLASHING 8 Jr ABOVE ROUGH OPENING AT HEAD. HICK TOP OF JAM FLASHING UNDER THE FLAP OF WRB AT THE HEAD. SEE DIAGRAM. �' ' FLASHING 4k SILL SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUM. AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER SPECIFICATIONS AT FLASHING AT HEAD EXTENDS 1' BEYOND JAM FLASHING. �_ OHEAD FLASHING � �— EMBED BOTTOM OF THIS HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE A OWEATHER RESISTANT BARRIER (DRB) AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. INTERIOR VIEW TOP LEFT CORNER OF mnuvw DOOR SCHEDULE 5'rMBOL SIZE TYPE ROUGH OPENING QTY. LINTEL TYPE HEADER TYPE O 9Q X 8,2 GARAGE DOOR VERIFY 1^V MANUF. 2 6'-8" (3) 1 J"XII A" LVL O 30- X 6$ STEEL NTRY- HALF LITE VERIFY N/ MANUF. I VERIFY N/ NDN. MANUF. H328 O 30- X 6o STEEL ENTRY 1 VERIFY N/ MANUF. 1 FIXED 6LA55 H228 �4 3Q X 6$ $ PA D DOOR VERIFY N/ MANUF. 2 2Q X 4Q H228 O 2) 6 PA WOOD DO R VERIFY N/ MANUF. I 0 H2210 O 2$ X 6a 6 PANEL WOOD DOOR VERIFY N/ MANUF. I H328 H228 [� 26 X 6$ STEEL FRENCH ENTRY 1 dN VERIFY W/ MANUF. I H228 O 12Q X 812 4 PANEL 5LIDIN6 6LA55 DOOR VERIFY W/ MANUF. I I (2) 1 J"XII A" LVL H3210 n (2)Ik X 3Q 51N6LE HUN6 VERIFY N/ NDN. MANUF. 13' -II" 1 NINDOW SGHEDULE YMBOL 51ZE TYPE ROUGH OPENING HEADER HGT. QTY. LINTEL TYPE HEADER TYPE ® 3,2 X 5Q 51N&LE HUNG VERIFY W/ NDN. MANUF. 6'-8" 2 '757 5F H328 © 2k X 69- FIXED 6LA55 VERIFY N/ NDN. MANUF. 6'-8" 1 m H328 © 2o- X 69- FIXED 6LA55 VERIFY N/ NDN. MANUF. 6'-8" 4 H328 2Q X 4Q SIN&LE HUNG VERIFY N/ NDN. MANUF. 6'-8" 2 H328 0 2Q X 3Q 51N&LE HUNG VERIFY N/ NDN. MANUF. 6'-8" 1 H328 0 4Q X IQ FIXED 6LA55 VERIFY N/ NDN. MANUF. 6'-8" I H3210 ❑6 4g X 3o FIXED 6LA55 OBSCURE VERIFY N/ NDN. MANUF. 6'-8" I H3210 n (2)Ik X 3Q 51N6LE HUN6 VERIFY N/ NDN. MANUF. 13' -II" 1 < H328 5Q1 AFRE FOOTAGE EXISTING 3,298 5F HEATED 2,298 5F PORGHE5 418 5F GARAGE 582 5F PROP05ED HEATED 3,103 5F NEW PORGHE5 X03 5F GARAGE '757 5F TOTAL LOT GOVERAGE 4,563 5F LE6END EXISTING REMOVED STUD NEW NALL5 FLOORPLAN KAY - I U DRYER O WASHER LAUNDRY TUB ® (5) 16" SHELVES O5 OVERHEAD GABINETS 6 ROD 4 SHELF HALF WALL ® + 42" ® AIR HANDLER UNIT 0 WATER HEATER to WATER FILTER II A/C UNIT I2 SHOWER 13 ATTIC AGGE55 14 PENETRATIONS SHALL BE PROTECTED AS REG'D BY 8302.11 ITEM 4- 5/8" TYPE "X" GE I L I NO 15 DOOR FROM GARAGE- SOLID, MIN. l 3/8" 16 PENETRATING DUCT SHALL BE MIN. No. 26 GAUGE SHEET STEEL, I" MIN. RIGID NON-METALL I G GLASS '0' OR GLASS ' I' DUCT BD. W NO OPEN I N65 INTO GARAGE FLOOR f'L,4N 5GALE: 1/4" = 17 1--1" Brooks2.dwg REVISION Size/Type- 040 ize/Type DATE 8/13/1 wcci]-E� DATE February 3, 2020 PROJ. MGR BBB _ — DRAWN BY EP CHECKED BY SHEET TITLE SHEET # O U- mc3 O ~ oo m � &D N mc] �m -ud7 QLL L mooLn < DATE February 3, 2020 Floor Pians a2 PROJ. MGR BBB _ — DRAWN BY EP CHECKED BY SHEET TITLE SHEET # Floor Pians a2 STAND I NCS SEAM METAL ROOF BEARIN6 = a' -O" 4" TRIM, BOARD-- BATTEN OARD`BATTEN BRIGK VENEER STAND I NCS 5F METAL RC BES 4" TRIM HARD I BOARD BOARD 6 BATTEN EX15TI GONG.BLOGK DOOR SGHEDULE 5YMBOL 51ZE TYPE ROUGH OPENING QTY. LINTEL TYPE HEADER TYPE (D clQ X 8Q 6ARA6E DOOR VERIFY N/ MANUF. 2 6-8" (3) 1 J" XI I A" LVL �2 3Q X 6$ STEEL ENTRY- HALF LITE VERIFY N/ MANUF. I VERIFY H/ NDN. MANUF. H328 O 3Q X 6@ STEEL ENTRY- HALF LITE VERIFY N/ MANUF. I FIXED CLASS H228 6'-8" 3Q X (OD 6 PANEL HOOD DOOR VERIFY N/ MANUF. 2 2Q X 4Q H228 �5 2) ILC X 6e� 6 PANEL HOOD DOOR VERIFY N/ MANUF. I n H2210 51N&LE HUN6 2(z X 6$ STEEL FRENGH ENTRY VERIFY N/ MANUF. I H328 H228 O 2r2 X 6f5 6 PANEL HOOD DOOR VERIFY N/ MANUF. I H228 O 12Q X 80 4 PANEL SLIDING 6LA55 DOOR VERIFY H/ MANUF. 1 1 (2) 1 J")CI I J" LVL H3210 (2)Ip- X 3�. 5IN6LE HUN& VERIFY H/ NDN. MANUF. 13' -II" 1 N I NDON SGHEDULE YMBOL SIZE TYPE ROUGH OPENING HEADER H6T. QTY. LINTEL TYPE HEADER TYPE An 3Q X SQ 51N6LE HUNG VERIFY H/ HON. MANUF. 6-8" 2 0 J -LL H328 ® 2ra X (bo FIXED 6LA55 VERIFY H/ NDN. MANUF. 6'-8" I H328 © 2Q X 6, FIXED CLASS VERIFY N/ NDN. MANUF. 6'-8" 4 H328 ® 2Q X 4Q SINGLE HUN& VERIFY N/ NDN. MANUF. 6'-8" 2 H328 n 2Q X 3p 51N&LE HUN6 VERIFY N/ NDN. MANUF. 6'-8" 1 H328 B 4Q X la FIXED 6LA55 VERIFY H/ NDN. MANUF. 6'-8" 1 H3210 4Q X 3Q FIXED 6LA55 OBSGURE VERIFY N/ NDN. MANUF. 6'-8" 1 H3210 (2)Ip- X 3�. 5IN6LE HUN& VERIFY H/ NDN. MANUF. 13' -II" 1 H325 --T WEST ELEVATION SCALE: 1/4" = 1'-0" 9 EX FA 12 13 Brooks2ANq _ BEARING = II' -2" REVISION NG BEARIN6 = 8'-2" EXISTING F.F. = O' -O" N0fRTH ELEVATION SGALF: 1/4" = 1'-0" Y-211 Emm in04 D W6° F N V 0 aim a Fym W O Y dN V ART DATE 40 0 00 Q N N • (..r 0 J -LL O = �o aM U QOz Z�Q N �O 00 0 O' -O" APPROX. GRADE • LU - - "—.• I II•%• r=ry rcmc.ti Pd.1UlTION vrz�.nvc `� NALL. SEGTION @ 6ARA61& SCALE: 1/4" = I' -O'• LL (61 Ql O �.J C m < a m > LL LU v LU } CQ CL moo < DATE February 3, 2020 F.F. ® PROJ. MGR BBB DRAWN BY FP oto ^ CHECKED BY SHEET TITLE SHEET # Elevations � Q Nall Section DOOR SCHEDULE SYMBOL 51 ZE TYPE ROUGH OPENING QTY. LINTEL TYPE HEADER TYPE �I C42 X 8Q 6ARA6E DOOR VERIFY W/ MANUF. 2 6'-8" (3) I J"XII J" LVL �2 30 X (05 STEEL ENTRY- HALF LITE VERIFY W/ MANUF. I VERIFY W/ WDW. MANUF. H328 1 30 X 6,5 STEEL ENTRY- HALF LITE VERIFY W/ MANUF. I FIXED 6LA55 H228 O4 3Q X Eft 6 PANEL WOOD DOOR VERIFY W/ MANUF. 2 20 X 4o H228 O 2) ILQ_ X 6@ 6 PANEL WOOD DOOR VERIFY W/ MANUF. I Q H2210 © 2(,_ X (oft STEEL FRENCH ENTRY VERIFY WI MANUF. I H528 H228 O 2r2. X 6$ 6 PANEL WOOD DOOR VERIFY W/ MANUF. I H225 O 12Q X 80 4 PANEL SLIDING 6LAS5 DOOR VERIFY W/ MANUF. 1 I (2) 1 J"XII A" LYL H3210 Q (2)i�. X 3Q 51N&LE HUNG VERIFY W/ WDW. MANUF. 13'-11" 1 WINDOW SCHEDULE YMBOL SIZE TYPE ROUGH OPENING HEADER H6T. QTY. LINTEL TYPE HEADER TYPE ® 3Q X 50 SINGLE HUNG VERIFY W/ WDW. MANUF. 6'-8" 2 H328 © 26 X 6Q FIXED 6LAS5 VERIFY W/ WDW. MANUF. 6'-8" 1 H328 Q 2Q X 6Q FIXED 6LA55 VERIFY W/ WDW. MANUF. 6-8" 4 H328 ❑D 20 X 4o SIN6LE HUNG VERIFY WI WDW. MANUF. 6'-8" 2 H328 Q 2s2 X 3Q SINGLE HUNG VERIFY W/ NDN. MANUF. 6'-8" 1 H528 Q 4o X IQ FIXED 6LA55 VERIFY W/ WDW. MANUF. 6'-8" 1 H3210 Fol 4Q X 3Q FIXED 6LA55 OB5GURE VERIFY W/ NDN. MANUF. 6'-8" I H3210 Q (2)i�. X 3Q 51N&LE HUNG VERIFY W/ WDW. MANUF. 13'-11" 1 H328 NAILING TO I NTERMED I ATE SUPPORT: 8d RING -r—T—F SHANK a 6" o.c. (MAX.) STUDS, ROOF 2 PLY =cv BEAM cv (I) ROS^( 10d NAILS � b" o.c. 5TAGGERED (2) ROWS 12d COMMON WIRE ® 12" 0.6. EA. SIDE MULTI -PLY 2X4 NA I L I NO PATTERN Nle I L I NO PATTERN NOTES: I. TYP. CONNECTION ® STUD COLUMNS, JACK -TO -KING A55EMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) FLYS. ATTACHMENT OF MULTI -PL"r MEMBERS BOUNDARY OF" PLYWOOD SHEATHING SHEATHINGl— SHEATH I NO NA I L I NO DETAIL SCALE: N.T.S. BEARING = 8'-2" EXISTING-F.F. = O' -C EXISTING EA5T ELEVATION SGALE: 1/4" = 1'-0" NEW PORCH ADDITION NEW ADDITION SEAM zoOl= 30ARD 3ATTEN OCK STAD I NCE7 SEAM MFTAI Rnn1= 5OUT�4 ELEVATION SGALE: 1/4" = 1'-0" 4" TRIM HARDI BOARD )ARD 4 BATTEN = 0'-0" GONG. BLOCK OAAn r/� �c P Brook52.dwg REVISION DATE 0 O Op �O A N N 0 J [.., •� LL � u< w o �M � �U �oZ� � d 1�- Lu i� N Q 00 0 Lz C) LL mc, z �- ❑ o m C m < N Q O fl �LL CQ Q)GL o "� DATE February E3, 2020 PROJ. MGR E3E3E3 DRAWN BY CHECKED BY SHEET TITLE Elevations EP SHEET # a4 EXAMPLE OF PANEL EDGE w/ BLOGKIN6- �X\ INSTALL #2 BLOGKIN6 a ALL HORI Z. JOINTS NAIL SPAGIN6 AT SUPPORTING ED&E5, I , i -------- SEE NAILING NOTE ` \ 1. .� EXAMPLE OF ' �.JI UNSUPPORTED (UNBLOCKED) PANEL EDGE (T (P.) NAILING TO I NTERMED I ATE SUPPORT: 8d RING -r—T—F SHANK a 6" o.c. (MAX.) STUDS, ROOF TRUSSES, RAFTERS r $ FLOOR JOISTS NAILIN6 NOTE: 5/8" GDX PLYWOOD OR EG. ROOF SHEATHING, NAIL w/ 8d RING SHANK NAILS a 4" o.c. ED6E � 6" o.c. FIELD (DEGREASE FIELD 5PAGIN6 TO 4" o.c. WITHIN 4'-0" OF ROOF E06E) SHEATH I NO NA I L I NO DETAIL SCALE: N.T.S. BEARING = 8'-2" EXISTING-F.F. = O' -C EXISTING EA5T ELEVATION SGALE: 1/4" = 1'-0" NEW PORCH ADDITION NEW ADDITION SEAM zoOl= 30ARD 3ATTEN OCK STAD I NCE7 SEAM MFTAI Rnn1= 5OUT�4 ELEVATION SGALE: 1/4" = 1'-0" 4" TRIM HARDI BOARD )ARD 4 BATTEN = 0'-0" GONG. BLOCK OAAn r/� �c P Brook52.dwg REVISION DATE 0 O Op �O A N N 0 J [.., •� LL � u< w o �M � �U �oZ� � d 1�- Lu i� N Q 00 0 Lz C) LL mc, z �- ❑ o m C m < N Q O fl �LL CQ Q)GL o "� DATE February E3, 2020 PROJ. MGR E3E3E3 DRAWN BY CHECKED BY SHEET TITLE Elevations EP SHEET # a4 DOUBLE 2 X 4 NO. 5YP TOP PLAT 1/2" G W B. EA. 51L T 1/2" 4) X 10" A.B. W/ 2X10 ® 16"O.G. 2"X2"XI/5" WASHER ® 52" O.G. 2X4 #2 5YP PT BOTTOM PLATE TO STUD W/ 5PH4 W/ (12) IOd ON EVERY OTHER STUD 4" FIBER ME5H GONG. 5LAB ON 6 MILS VAPOR BARRIER OVER GLEAN, COMPACTED FILL —I I—I I - 5" GMU W/ #5 ® 48" O.G. — 11_ W/ 12" BEND ® TOP s Q" -III— BEND ® BOTTOM, FILL 50LID STEM MALL (9 OARAOE Akik, 5) SGALE: 1/2" = I'-0" LANDIN6 GONGRETE STAIR DETAIL Akk. SCALE: 3/4" = I'-011 "MSTA24" 5TRAP or EQ. a BEAM 6X6 P.T. SYP#2 POST W/ ABU66 BASE (TYP. ALL P05T) (2)2x12 BEAM -- 5EE MULTIPLE MEMBER DETAIL^ 5EE MULTIPLE MEMBER DETAIL 51MP50N "HU5212-2" HANGER or EQ. a BEAM (CONGEALED FLAN(5E) 51MP50N HETA20 EA. BEAM END (OR EQ) FILL ALL GELL5 —16X1(7 CMU GOLUMN ii w/ (2) #5 VERT. ( ALL u GELL5 FILLED) u •GONGRETE FOUNDATION (5EE FOUNDATION PLAN) GORNER PIER $ POST DETAIL L SGALE: 3/4" = I'-0" UNDER FLOOR/ SCREENED VENT UNDER FLOOR / SCREENED VENT I NE)ATION FLAN _E: 1/4" = I'-0" 13rook52.dwg REVISION DATE Er abeling- Gomment #17 3/5/2 6 Clarify- Comment #16 3/5/2 Z 0 0 05 � aNa m NN A d (y) • �J LL Oaa w 0m fU O�oz Z �Q N -� DATE February 3, 2020 D.r PROJ. MGR BBB DRAWN BY EP �O^ CHECKED BY SHEET TITLE SHEET # Foundation Man t Details 85 GONVENTIONAL FRAME ROOF AREAS— SH I NGILE ROOFS Span TobleS for No. 2 S)'P No Gei l ing Load- 20 psf, 10 Rafters psf DL SIZE 12" o.c. 16" o.c. 24" o.c. 2X6 17'-0" 151-111 12'-4" 2X8 22'-5" la' -5" 15'-10" 2X10 26'-0" 23'-2" 18'-11" Span Tables for No. 2 SYP Rafters- Joist- DryNo I I Gelling- 20 psf LL, No Geiling 15 psf DL SIZE 12" o.c. SIZE 16" o.c. 24" o.c. 2X10 24'-10" q'-10" 21'-6" 17'-6" 2X12 26'-0" 13'-6" 25'-2" 20-6" Span Tables for No. 2 20 psf, 10 SYP Geiling psf DL Joist- SIZE 12" o.c. 16" o.r— 24" o.c. 2X4 q'-10" 81-1111 7'-8" 2X6 15'-6" 13'-6" 11'-0" 2X8 201-111 17'-5" 14'-2" 2X10 24'-0" 20'-q" 17'-0" 2X12 26'-0" 24'-4" Iq'-10" Span Tables for No. 2 SYP Floor Joist - 40 psf, 10 psf DL SIZE 12" o.c. 16" O.C. 24" o.c. 2X6 IO' -q" c{' -q" a[-(911 2X8 14'-2" 12-10" III -Oil 2X10 18'-O" 161-111 13'-2" 2X 12 21'-q 11 18'-10" 15'-4" ROOF FRAMING NOTES: 1. G I ip rafters to each bearing point N1 SST-H2.5A clips up to 10' span. For greater than 10' span use Simpson LTS12. 2. All ridges and valleys shall be one (1) nominal size larger than adjoining rafter. 5. Nail rafters to ceiling -joists with (4) .151" x 3" nails. 4. Nail rafters to plates with (5) lbd common nails. 5. All rafters and ceiling ,joists shall be No. 2 SYP. 2>� LEDI 2. HOUSE ATTIC 2,511 S.F. © 1/150 = 117 S.F. VENTING EAVES= 23E>' X 2" = 5 S.F. VENTING RIDC,E= 80' X 2"= 1.5 S.F. VENTING2 TOTAL VENT I NCS PROVIDED— 57'-0" Brooks2.dwg REVISION DATE Z o 0 OD � OD m A N N . 0 0J LL x Q 0 0� � U Oct o z Z �d N DATE February 5, 2020 PROJ. MGR BBB DRAWN BY EP CHECKED BY SHEET TITLE SHEET # Roof a Plan Detai Is i MG (2-5) LY O LL ma Z Q ° `� m � N <MCI N �m � 73 Q Q o LLLUL Q � LU >m �oo�� DATE February 5, 2020 PROJ. MGR BBB DRAWN BY EP CHECKED BY SHEET TITLE SHEET # Roof a Plan Detai Is i GONVENTIONAL FRAME ROOF AREAS - SH I N6LE ROOFS Span Tables for No. 2 SYP Rafters- No Gelling Joist- Drywall Ceiling- 20 psf LL, 15 psf DL Span Tables for No Ge i l ing Load- No. 2 SYP 20 psf, 10 Rafters psf DL 51ZE 24" o.c. 12" o.c. 16" O.C. 21'-6" 24" ox - 2X6 2X12 " 17'-0 151-111 2X6 12'-4" 2X8 13'-6" 22'-5" IQ' -5" 201-111 15'-10" 2X10 14'-2" 26'-O" 23'-2" 18'-10" 20'-9" Span Tables for No. 2 SYP Rafters- No Gelling Joist- Drywall Ceiling- 20 psf LL, 15 psf DL SIZE 12" o.c. 16" O.C. 51ZE 24" o.c. 2X10 24'-10" 21'-6" 2X4 17'-6" 2X12 26'-0" 25'-2" 2X6 20-6" Span Tables for No. 2 20 psf, 10 SYP Ceiling psf DL Joist - 51ZE 12" o.c. 16" o.c. 16" O.C. 24" o.c. 2X4 C4'-10" a' -a" 8,1-1111 7'-8" 2X6 I5'-6" 17-10" 13'-6" III -Oil 2X8 201-111 16'-1" 17'-5" 14'-2" 2X10 24'-0" 18'-10" 20'-9" 17'-0" 2X12 26'-0" 24'-4" la' -10" (2) 51 MPSON MSTA24 STRAPS FROM 6ARA6E DOOR HEADER TO .JACK STUDS 2" (PROD, UNLESS SHEARWALL SPEC. REGU I RFS GREATER (3) 2X STUD CORNER P.T. SOLE PLATE 16 MIN. EMBED OF PA51 N GONG. FILLED STEMWALL Span Tables for N0. 2 SYP Floor 40 psf, 10 psf DL Joist - 51ZE 12" o.c. 16" o.c. 24" o.c. 2x6 10'-a" a' -a" 8'-6" 2X8 14'-2" 17-10" I I' -O" 2X10 18'-0" O 16'-1" 13'-2" 2XI2 21'-a" 1 18'-10" 15'-4" ROOF FRAMING NOTES: I. Glip rafters to each bearing point W 5ST-H2.5A clips up to 10' span. For greater than 10' span use Simpson LTS12. 2. All ridges and valleys shall be one (1) nominal size larger than adjoining rafter. 3. Nail rafters to ceiling .joists with (4) .ISI" x 3 �" nails. 4. Nail rafters to plates with (3) 16d common nails. 5. All rafters and ceiling joists shall be No. 2 SYP. WIN 52" O.G. T`rPI GAL 6ARA6E/HEADER OR ©I6 o.c. JAGK GONNEGTION ADD S I MPSON PA51 STRAPWHEN 6ARA6E W I NCS WALL < 5 1-611 , EMBEDDED IN GONG .FILLED STEM WALL. FASTEN TO KINGS W/ (18) 10d NAILS. 545"TO54" ALTERNATE RETROFIT FOR 'PA51 STRAP (2) MSTAM24 FLAT STRAPS FASTEN I NCS JACK STUDS TO STEM WALL. FASTEN TO STEMWALL W/ (5) 16" TITAN MASONRY SGR -WS AND TO STUDS W/ (ci) IOd COMMON W IRE NAILS. ` �-- THICKENED SLAB EDGE ° GARAGE OPENING A °a 6ARA6E WING WALL ELEVATION STEMWALL SHOWN, MONOLITI-fIG SLAB ATG. SIMILAR LUS28 JOIST $ LEDGER �(EMBER5 V-2 A.F.F. --E] ( Q Fr ----------- El------ d II I Ij II d II I II Ej Ii II QLJ 11 II =� IX6 T 4 G 11 UNDER RAFTER I I � II EXISTING, I GEILIN6 i II I II II Ij II I I II Ij II I I II it I II II 1 I I EX I STING j I GEILING VOLUMN GLC- 6NB ON RAFTERS 4 11 COLLAR TIES I1 I li Ii I I II II II �I II I II II �I I I II I I II II II �I I I II I I II II II ----------------- I --------------- ------ll 11----------_Tq1-7 —_—_—_ _=-11 11 i1 II II LL- _ _---------� ------ IX6 TI46 l UNDER R+F-TER II I1 II I L-------- CEILING FRAC*-11NG FLAN I i [Ti— _ SCALE: I/4" = I'_O" ---- El---- ------- � i Brooks2.dw9 REVISION DATE 40 0 W �m A NN • 0) v LL O < Q P6� m ta� �U O oz x N e'a DATE February 3, 2020 DRAWN BY CHECKED BY SHEET TITLE Gelling Framing Plans EP SHEET # ma LU (23)MC3z O O �p ~ oo m Q � MCI N �m LU Q Q O LL LU 0 Q 0 �m � MC) �< DATE February 3, 2020 DRAWN BY CHECKED BY SHEET TITLE Gelling Framing Plans EP SHEET # KE'I'NOTES UI P.T. 2X6 RAIL GAP 0 O2 P.T. 2X4 �3 P.T. 2X2 PICKETS ® 4" o.c. ® P.T. TREADS O P.T. 4X4 POST © 2X12 P.T. 5TRIN6ER5 0 4"-0" O.0 P.T. 2X8 W/ (2) J" P THRU-BOLTS ® ABU 44 POST BASE ® GONT. 24"XIO" FTG. W/ (2) #5 CONT. � (1) #5 REBAR ® 12" 10 DEGORATIVE 2X4 RAILING SYSTEM W/ METAL GABLE BEHIND o 4" o.c. 3 `— 36 "X36 "X12" GONGRETE FOOTING (2500 P.S.I.) W/ (3) #5 EA. WAY 3 TAIR DETAIL DATE aq SGALE: N.T.S. 3/5/2 T I E ROD ANGHOR.I NG 3/5/2 5Y5TM: 3/5/2 I. THREADED ROD: 3/5/2 Y2" P A301 CONTINUOUS THREADED ROD EPDXIED INTO THE CONCRETE FOUNDATION AND PLACED O VERTICALLY THRU THE DOUBLE #2 5YP TOP PLATE WHERE IT 15 SECURED VIA A 3" X 3" X YS" ma STEEL WASHER AND NUT. Z O 2. EXTERIOR WALL: RODS SHALL BE INSTALLED AT EA. CORNER POST oo m m AND NOT MORE THAN 4'-0" ON CENTER Q THEREAFTER. THE ROD SHOULD BE EMBEDDED NOT LE55 THAN 4-,v4" INTO MINIMUM 2,500 P51 CONCRETE W/ 51MP50N TWO-PART EPDXY OR EQUAL. A 2-Y2" E06E SHOULD BE MAINTAINED. THE NUT SHALL BE TIGHTENED TO +/- 25 POUND -FEET OF TORQUE. FOR 2-5TORY WALLS, A COUPLER SHOULD BE USED TO JOIN TWO PIECES OF ROD TOGETHER TO CREATE A CONTINUOUS PATH FROM TOP PLATE TO FOUNDATION. 3. INTERIOR WALL5: 5PAGIN6 MAY REMAIN 6-0" O.G. BUT REDUCE UPLIFT CAPACITY 4G0 LBS. FROM 535 LBS. UNLESS 5TIFFENIN6 5HEATHIN6. 4. TIRE ROD 5PAGIN6: O LB5.-1,00 LB5. --- ROD ® 4'-0" O.G. INTERIOR ROD ® 6'-0" O.G. EXTERIOR I.00ILBS.-2,016 LBS. ---ADD I ROD ADJACENT TO TRUSS 2,011 LBS. -GREATER ---SEE DRAWINGS 3" X 3" X Ya" THICK WASHER 8 NUT (2) 2X CONT. WOOD PLATE 2X STUB WOOD 5TUD5 ® 16" O.G. II II u 11 u II if u II HEADER (SEE HEADER SPAN p II TABLES- SHEET 02) if II II II it it p II it Ys" COUPLER II ry II II II it it II II II I II II INSTALL (2) 51MP50N MSTA 36 OVER BOTH STUD WALL II II � 51MP50N R5P4 ® BOT. II TYPICAL II 11 II OF EA. )AGK STUD WHERE THREADE RODS u OPEHALL H6 p u u CAN NOT 13E USED II I Y2" THREADED ROD u u II II 11 it II i II II II II WOOD PLATE ii II TOP OF FLOOR MULTIPLE KING STUDS SEE ANCHORAGE JACKSTUDS SEE HEADER SCHEDULE DETAILS FOR EMBED SEE: HEADER 5GHEDULE TYPICAL HEADER DETAIL 12 R50 INSULATION IN GEILIN6--J %" 6.WB. DOUBLE 2 X 6 NO. 2 5YP TOP PLATE. ALTERNATE DETAIL- —VENTED ETAIL (1) FULL LENGTH ATR P41THIN 2" OF HEADER P05T I (2)2x12 BEAM L SEE MULTIPLE MEMBER DETAIL U PLATED CONDITION 5HOWN. NOTCHED HEADER APPLIES. PORGH HDR. MALL. N.T.5. CORNER POST DET (TYP. EA. CORNER) N.T.S. 2X STUD WALL WALL FINISH 2 -PART CONT. 26 6A. &CIO FLASHING ROOF FINISH ROOF RAFTER ROOF FLASHING (§ WALL NOT TO SCALE Yz" COUPLER 1/2" G.WB. i 2X6 #2 5YP PT BOTTOM PLATE TO STUD W/ 5PH4 W/ (12) 10d ON EVERY OTHER STUD 4" GONG. SLAB (2500 P.5.1) W/ 6X&XI0/10 WWF OVER 6 MIL VAPOR BARRIER OVER GLEAN, WELL COMPACTED, TREATED FILL GLEAN 6 COMPACTED FILL �- DONT. CONCRETE FOOTING --�' (2500 P.5.1) W/ (3) - #5 CONT. (2)2x12 BEAM SEE MULTIPLE MEMBER DETAIL 51MP50N "HU5212-2" HANGER or EQ. ® BEAM (CONGEALED FLAN&E) (2) 51MP50N "M5TA24" STRAP or EQ. ® BEAM —6X6 P.T, SYP#2 P05T (TYP. ALL POST) 2X8 P.T. BOT. PLATE SIMPSON "ABU66" BASE or EQ. (TYP. ALL POST) STEMYVALL FOUNDATION (SEE FOUNDATION PLAN) RONT PORGH I ROW 8d COMMON ILS ®3° D.G.61 ROOF SHEA�IN6 EXIST. ROOF 5Y5TEM 2X12 5YP No. 2 LEDGER. FASTEN TO ROOF THRU PLYWOOD DECK W/ (3) #10 X 3 Ys" DECK 50REW5 W/ I" DIA. WA5HER5 o EA. EXIST. TR155 INTERSECTION LEDGER DETAIL a� ® OVERFRAM I NG RAF 50ALE: Y2" = V -O" 2X►O RAFTERS o 12" O.G. METAL SEAM ROOF H25A HURRICANE CLIP 1/2" CDX PLYWOOD ROOF DECK. W/ RiN& SHANK NAILS ® 4" o.c. ON EDGES, 6" o.c. IN FIELD (U.O.N) VENTED WOOD SOFFIT BLOCKING BETWEEN EA. TRU55 BOARD 4 BATTEN OVER 15# FELT OR 'TYVEW BUILD. WRAP )�"OSB OVER 2 X 6 SPF STUDS ®I6" o.c. FASTEN 055 W/ 8d 4" O.G. ON EDC -7E5, S" O.G. IN FIELD TYP. U.O.N. RI1 INSULATION FLA514IN6 (.032") DRIVEWAY 5LOPE 8" CMU W/ #5 ® 48" O.G. W/ 12" BEND ® TOP d 9" BEND ® BOTTOM, FILL IL° SOLID 2 STEM NALL (g 6ARA6E SCALE: 1/2" = I'-0" -�'-(2) SIMP50N "M5TA24" STRAP or Ea. ® BEAM 6X6 P.T. SYP#2 POST (TYP. ALL POST) INTERMEDIATE POST DETAIL (REAR FQRGH) N.T.5. OVER FRAMING W/ 2X10 5YP No. 2 RAFTERS o 16" O.G. W/ (8) 12d COMMON NAIL5 EA. END o 24" O.G. I PG. 51MPSON H25 W/ (8) Bd�N NAILS FROM TO LEDGER A.P.A. RATED SHEATHING TO MATCH ROOF SHEATHING 2X4 5YP OUTLOOKERS a 24"• O.G. W/ (8) 8d d (1) H2.5 VENTED WOOD SOFFIT H25 DOUBLE 2X4 NO. 2 5YP TOP PLATE. FASTEN W/ (2) ROWS IOd COMMONS 16" O.G. STAGGERED (U.N.0) MIN. 24" LAP W/ (12) lod NAILS IN LAP. 1/2" 0 THREADED ROD (SEE FLOOR PLAN VIEW FOR 5PAGIN6) Ys" COUPLER )2"055 OVER 2 X 6 5PF-- � 5TUD5 024" oz. FA5TEN 05B W/ Sd 4" O.G. ON ED&E5, 8" O.G. IN FIELD TYP. U.O.N. BOARD 6 BATTEN OVER 15# — FELT OR 'TYVEK' BUILD. WRAP 8" x I6" SCREENED VENT (SEE FOUNDATION PLAN FOR LOCATION) 8" CMU W/ #5 o 48" O.G. W/ 12" BEND o TOP 6 Q" BEND a BOTTOM, FILL SOLID 12 2 L�� BLOCK SHEATHING E06E5 WITHIN 4' 1/2" FLYP OOD DECKING- ad OF 6ABLE END RIN69~ NAILI.r 8d o 4" O.G. AT ED6E t 2X10 RAFTERS 8d o10" O.G. IN FIELD I �— ® 16" D.G. 1 `—R30 INSULATION IN GEILIN6 2X4 BRAGING ® 41-0" O.G. 2X8 GL6. JOISTS 0 16" O.G. 5/8" &AB. 1/2" G.W.B. Rif INSULATION #2 5YP BOTTOM PLATE. FASTEN TD BANDBOARD W/ IOd: 3' o.c. IN DE516NATED 2nd FLOOR 5W SECTIONS. 12" oz. ELSEWHERE. 3/4" T46 PLYWOOD - NAIL 4 6LUE r 2X10 0 24" O.G. i >U. R30 INSULATION IN FLOOR /-- SLOPE 6RADE CONT. CONCRETE FOOTING (2500 P.5.IJ W/ (3) - #5 GONT. 2'-0" - EXTERIOR NALL DETAIL. 5G/4LE: 1/2" = I'-011 5/5" GDX PLYWOOD. NAIL 4" o.C. ON EDGES, 6" o.c,. IN FIELD (U.O.N.) W/ RI N65HANK NAILS " 2X4 SYP OUTLOOKER (p _ 24" O.G.- (8) 8d $ (1) H2.5 (2) SIMPSON "MSTA24"—' STRAP or EQ. ® BEAM 6X6 P.T. POST SIMPSON "HUS212-2" HANOER or EG. g BEAM (GONGEALED FLANGE) -(2) 2X12 SEE MULTIPLE MEMBER NAILING DETAIL BOARD $ BATTEN----. Brook52.dwg REVISION DATE 2 Gomment #15 3/5/2 3 abe l ing- Comment #11 3/5/2 Comments #13 4 #14 3/5/2 & Clarify- Comment #I6 3/5/2 O �V)a �0 OD we o w �� 1= N '`A N N O _j -1 11, v p¢u � � O a� m P16" °Uj m pj d�� J p0 Icw � � 0 to " a O ° BLOGK SHEATHING EDGES WITHIN (v 4' OF GABLE END 2X8 RIDGE BEAM MCI 4� m } 2X6 RAFTERS o 241, O.G. ro E? x6 T$6 O � H2.5A EA. SIDE OF BEAM tL Lu L� Lu } 00 EXISTING DATE February 3, 2020 ROOF SYSTEM O� PROJ. MGR BBB A� DRAWN BY EP EXISTING 2X4 STUD O� CHECKED BY 1'�` SHEET TITLE SHEET # OVERFRAM I NCS DETAIL©PORGH CABLE SGALE: 1/2" = 11-011 Wall 4 Section Deto1l5 wMCI (2 - 5) O ma Z O ~ oo m m Q � BLOGK SHEATHING EDGES WITHIN (v 4' OF GABLE END 2X8 RIDGE BEAM MCI 4� m } 2X6 RAFTERS o 241, O.G. ro E? x6 T$6 O � H2.5A EA. SIDE OF BEAM tL Lu L� Lu } 00 EXISTING DATE February 3, 2020 ROOF SYSTEM O� PROJ. MGR BBB A� DRAWN BY EP EXISTING 2X4 STUD O� CHECKED BY 1'�` SHEET TITLE SHEET # OVERFRAM I NCS DETAIL©PORGH CABLE SGALE: 1/2" = 11-011 Wall 4 Section Deto1l5 ELEG. LE6END =E)= DUPLEX WALL OUTLET - 110 -VOLT 5WITGHED WALL OUTLET - 10 -VOLT 220 a&220 -VOLT OUTLET GFI INTERRUPTER - 110 VOLT =O JV WEATHERPROOF OUTLET - 110 VOLT Ap PHONE -D TELEV 151 ON GABLE OUTLET c+� CHIMES 5OZ SMOKE DETECTOR ELECTRIC PANEL n AIG SERVICE DISCONNECT �- 51 N6LE-POLE 5W I TGH -�-5 THREE-WAY SWITGH -�4 FOUR-WAY SW I TGH -- GE I L I NG MOUNTED L I CHT WALL MOUNTED L I &HT -- RECESSED LIGHT FIXTURE 0 WATERPROOF RECESSED WP L 16HT FIXTURE ® EXHAUST FAN FAN -L I &HT COMB 1 NATI ON GE I L i NG MOUNTED PENDANT L I CHT PREW I RE � BRACE GLC. FAN W/ L16HT �-� 24" UNDER CABINET FLUORESCENT LIGHT GLC. SURFACE MOUNT FLUORESCENT L I6HT vFLOOD LIGHTS a 50 AMP ELEG. SERVICE ELEGTRIGAL NOTES I. LOCATE ALL NEW ELECTRICAL OUTLETS, SWITGHE5, LIOHT5, SMOKE DETECTORS, FANS, AND EXHAUST FANS PER ELECTRICAL BU I LD I N6 CODES. 2. VERIFY W/ BUILDER ANY SPECIAL HOOK-UPS. (RANGE HOODS, ETC.) 3. PROVIDE A MINIMUM OF -75% OF LI6HTIN6 TO BE HIGH -EFF I GAGY. ALL RECESSED L 1 GHTI NCS SHALL BE H1 GH -EFF I GAGY = cfO% + OF THE L 16HTI N6. (PHILLIPS ENDURALED PAR 5b). 4. PROVIDE FOR AFGI PROTECTION ON ALL 120 VOLT, SINGLE PHASE, 15 � 20 AMP BRANCH G I RGU I T5 SUPPLYING OUTLETS INSTALLED IN L I V I NCS ROOM, NOOK, DEN, BEDROOMS, CLOSETS, HALLWAY, OR SIMILAR ROOMS SHALL BE PROTECTED BY A L15TED AFGI, COMBINATION TYPE, INSTALLED TO PROTECT THE BRANCH GIRGUIT. 5. OUTLETS AT COUNTERS TO BE MOUNTED AT 43" AFF, ALL OTHERS TO BE MOUNTED AT 15" AFF UNLE55 OTHERWISE NOTED. 6. ARG FAULT CIRCUIT INTERRUPTERS IN ALL BED ROOMS. -7.AL L ELECTRICAL WIRING TO BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NEG. ELECTF,1CAL F>LAN SCALE: 1/4" = 1'-0" Brook52.dwg REVISION FN G • 01- E mq IL F N x = V v �Hm W aJ a. =z � o mi (a M WN DATE 40 0 �OD v� cv m Q NN �m • 0J F LL O 12 = C0Ld mm � �U O0z �0- 00 Lu ' DATE Februory 3, 2020 O PROJ. MGR BBB ��� DRAWN BY EP nj CHECKED BY SHEET TITLE SHEET # d Electricol a O Plan