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205, 209, 213, 217 OCEAN GATE DR - DRAWINGS
CONTACTS PROJECT OWNER: BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 904-241-1222 ARCHITECT: JULIANNE N. OVERBY, RA 2452 PULLIAN STREET JACKSONVILLE BCH, FL 32250 jnoverby@att.net 904-704-8628 ph 205 OCEAN 000=\ GATE DRIVE (UNIT wAl) 209 OCEAN A-101 FIRST FLOOR PLAN AND GENERAL NOTES GATE DRIVE (UNIT'S') 213 OCEAN FT. GATE DRIVE (UNIT'C) 217 OCEAN SECOND FLOOR A/(..#: GATE DRIVE (PUNIT ,D,) ATLANTIC SECOND FLOOR A/C: BEACH, FL 32233 QUAPPLEX-ADD2BUILDING TYPE 2 STORY, 3 BEDROOM ATTACHED SINGLE FAMILY HOUSES PERMIT SET DATE ISSUED: SEPTEMBER 21, 2015 EA CALCULATION SUMMARY BUILDING AREA (A) 000=\ ARCHITECTURAL DRAWINGS 0000% BUILDING AREA (B) I- A-101 FIRST FLOOR PLAN AND GENERAL NOTES � FIRST FLOOR A/C: 565 SQ FT. FIRST FLOOR A/C: 805 SQ FT. SECOND FLOOR A/(..#: 605 SQ FT. SECOND FLOOR A/C: 553 SQ FT. TOTAL A/C: 1,170 SQ FT. TOTAL A/C: 15358 SQ FT. GARAGE: N/A W SPRINKLED: NO w GARAGE: N/A F- ZONING: RMD-B ZONING CODE: THE PROPOSED STRUCTURE COMPLIES FRONT PATIO: 120 SQ FT. FRONT PATIO: 99 SQ FT. REAR PATIO: 55 SQ FT. REAR PATIO: 40 SQ FT. STORAGE: 25 SQ FT. STORAGE: 25 SQ FT. BUILDING AREA (C) 000=\ ARCHITECTURAL DRAWINGS 0000% BUILDINv AREA (D) I- A-101 FIRST FLOOR PLAN AND GENERAL NOTES � FIRST FLOOR A/C: 805 SQ FT. FIRST FLOOR A/C: 565 SQ FT. SECOND FLOOR A/(...#: 553 SQ FT. SECOND FLOOR A/C: 605 SQ FT. TOTAL A/C: 1,358 SQ FT. TOTAL A/C: 11170 SQ FT. GARAGE: N/A W SPRINKLED: NO w GARAGE: N/A F- ZONING: RMD-B ZONING CODE: THE PROPOSED STRUCTURE COMPLIES FRONT PATIO: 99 SQ FT. FRONT PATIO: 120 SQ FT. REAR PATIO: 40 SQ FT. REAR PATIO: 55 SQ FT. STORAGE: 25 SQ FT. STORAGE: 25 SQ FT. LOT AREA: * THIS BUILDING IS A TOWNHOME SOLD AS "FEE SIMPLE" UNITS. BUILDING COMPLIES WITH THE SEPARATION REQUIREMENTS SET FORTH IN FBC 2004-704.4 DRAWING INDEX 000=\ ARCHITECTURAL DRAWINGS 0000% A-001 TITLE SHEET AND CONTACT INFORMATION I- A-101 FIRST FLOOR PLAN AND GENERAL NOTES � A-102 SECOND FLOOR PLAN A-103 FOUNDATION PLAN A-104 ROOF PLAN fin_/ A-105 FIRST FLOOR ELECTRICAL LAYOUT PLAN »` A-106 SECOND FLOOR ELECTRICAL LAYOUT PLAN W A-200 EXTERIOR ELEVATIONS W A-300 WALL SECTIONS AND DETAILS A-301 STAIR SECTION AND DETAILS i BUILDING CODE SUMMARY CODE JURISDICTION: DUVAL COUNTY FLORIDA BUILDING CODE - 5TH EDITION OCCUPANCY CLASSIFICATION: : RESIDENTIAL CONSTRUCTION TYPE: TYPE '-B (WOOD FRAME) W SPRINKLED: NO w FIRE DISTRICT: NO F- ZONING: RMD-B ZONING CODE: THE PROPOSED STRUCTURE COMPLIES QQQQ WITH THE REQUIREMENTS OF CHAPTER 656, ZONING Gv CODE FOR RESIDENTIAL DISTRICTS, INCLUDING MAXIMUM BUILDING HEIGHT OF THIRTY FIVE FEET (35'-0"). zzzz BUILDING HEIGHT- APPROXIMATE HEIGHT AFG: 26'-3" Q BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pulhan Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 . FL. ID -4621 ammo 000=\ ^ 0000% I- F � EEzz Is fin_/ »` ILIJ W W W w W LLJ w F. F- F- F_ QQQQ zzzz Q Q Q Q LL I (.) U U 0000 LO o T- T- N N N N M M N N M LL PROJECT TYPE: QUADPLEX-ADD2 DATE ISSUED: SEPTEMBER 21, 2015 REVISIONS: SHEET TITLE TITLE SHEET SITE PLAN SHEET NUMBER A-001 PERMIT GENERAL NOTES: 1. PROVIDE 4'-0" MIN. NON-COMBUSTIBLE FIRE RETARDANT -TREATED PLYWOOD. 2. PROVIDE 1 HR. FIRE SEPARATION BOTH SIDES PER DESIGN NO. JH/WA 60-09. SEE BELOW FOR DETAIL. BLOCKING NOTES: 1. INSTALL GRAB BAR BLOCKING FOR FUTURE GRAB BAR INSTALLATION. 2 X 6 BLOCKING TO BE LOCATED AT 36" (CENTERED) ABOVE FINISHED FLOOR. STAIR NOTES: 1. TREADS MADE OF 2x12 GLUED & SCREWED (TRIMMED AS REQUIRED) 2. RISERS MADE OF 1x8 GLUED & SCREWED (TRIMMED AS REQUIRED) 3. LANDINGS MADE OF 2x8 @ 16" OC. DECK W/ 3/4" T&G PLYWOOD GLUED & NAILED 4. CARRIERS ARE 2x12 EQUALLY SPACED (TYP.) 5. TOP OF HANDRAIL INSTALLED @ 34" - 38" ABOVE FINISHED FLOOR / TREADS AS MEASURED FROM NOSE OF TREAD. WINDOW SIZE NOTE: 1. CONTRACTOR TO ADJUST ACTUAL WINDOW SIZE AS REQUIRED TO COMPLY WITH FLORIDA BUILDING CODE MINIMUM NEW CLEAR 5SF OPENING ON THE GROUND AND 5.7SF OF THE SECOND FLOOR. DESIIG 4 NO.MAYA -av INOI -SYMN ETRIG:siL LOAD-REARriG WALL ASSEMBLY; FULL DESIGN LOAD Woad Studs: NNonainal"" by =1" solid sawn wood studs located 16' or -with two tarp plates and a single b©t om Plate - O Insulation (Optinnal)Glass fiber batt insulation, corforru e to CSA -A101 Glass Fiber lasulaWn muurn m 0.6k8 m'- 3. Gvpsum Wallboard. Sade A: ` g ' Type. X gypsum wa.ilboard, oriented veilical!T. and fastened with 1-34" cup -head gypsum nzilsv spared oc at board edges and m field: areas, or 1-12" Type S clm ahl sercws, spaced 8" oc at board;edges and in field areas of boards. G--psum Sheathing, Side E: 5,''8" Type X n psum slseatliing fastened Lt7th l s4" l prig roof#rtg n is spaced ; " c+c. Sheat}rirr2 edgejoints shall e staggered from tbose can apposite sides.of the ivall. Fibre -cement Exterior Siding; 5`16' thick Hardipmel r-ertical siding applied as per manufacturer's installation Instructiom, WOOD FRAME CONSTRUCTION CODE COMPLIANT WINDOW INSTALLATION METHOD (FBC-R703.3) WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED Q)eM THE FACE OF THE MOUNTING FLANG:sE. STEPS ©IN WATER SI-IEDDING FASHION, STARTING AT THE BASE OF THE WALL t WORDING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. O APPLY SILL FLASHING (4orw) © APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE TO HEAD # BOTH JAMBS. APPLY A DISCONTINUOUS BEAD TO BOTTOM FLANGE LEAVING (2) 2" GAPS. ® SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. Q 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 OYER DIAGRAM. DIAGONAL GUT -SEE SECTION A THROIYsH WINDOW JAMB Q SEALANT BEAD BEHIND tTOUNTING FLANGE. SEAL THE WINDOW FRAME TO OF£NING. I— I AIRCONDITIONER APPLY A %` NOM. DIA. TO THE BACKSIDE (INTERIOR) OF THE WINDOW FLANGE, IN LINE - WITH ANY PRE -PUNCHED HOLES OR SLOTS. UC © FLASHING - ®JAMS FLASHIt�C SEALANT BEAD EsETLJEEN APPLY CONT. SEAL TO THE MOUNTING FLANGES AT FLA$WNG AND MOUNTING FLANGE. 7HE rOP (HEAD) AND SIDES (JAMBS) OF WINDOW. AHU EMBED JAMB FLASHING INTO SEALANT AND FASTEN IN PLACE, (FLASHING GOES OVER SEALANT). --7 % ' / SECURE U)RB AT HEAD j FLASHING A7 HEAD EX73_T1DB W /�� /'� //i /� �- /' ��% /• \ BEYOND JAMB FLASHING. �I-fEAD FLABWINCx SEALANTS / / I -EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT EXTEND EA GOES Q I 9 /// / I OVER SEALANT). EXTEND HEAD V FLASHING BEYOND EACH JAMB FASTEN IN PLACE. I I A I JAMB FLASHING EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. TUCK TOP OF JAMB FLASHING UNDER THE FLAP OF UR5 AT THE HEAD, SEE DIAGRAM.10 SEALANT' SILL. FLASHING v © \ SWM AND ADJUST WINDOW TO ACHIEVE SRUARE, \\\ PLUMB, AND LEVEL CONDITION. USE CORROSION I \ ®/ ( + RESISTANT FASTENERS. FASTEN WINDOWS PER IO 1 \ �� I i WINDOW MANUFACTURER SPECIFtCATIONS. \\ \ ' :35' I i P)WEATHER RESISTANT "'T�I r �3ARRiER -U�:B AT A 4b DEGREE ANGLE, CAREFULLY CUT THE j J BARRIER.? ON A DIAGONAL. GENTLY RAISE THE I TOP EDGE OF THE BARRIER UP AND TAPE THE 1 TOP GC>;ERS AND CENTER TO THE EXTERIOR f ;� "• i WRB SU ACE ABOVE. INTERIOR VIEW � TOP LEFT CORNER OF WINDOW 1 NOTES: 1, flashing to be flexible self-adhesive type (min. 4" wide) sill pan flashing sloped surface 2. cover sill to at least depth of window, plus 2" onto face of wrt ( optional) 3. the pan shall direct water to the exterior over sill flashing sill plate 4. install flashing around remaining window unit 5. weather resistive barrier to form water shedding laps see note #2 J SILL PAN FLASHING weather resistive barrier NTS (optional) wall sheathing Prepared by BOA* First Coast Chapter 9-i'1-2(di3 ABBREVIATIONS: AC AIRCONDITIONER OHC OVERHEAD CABINETS UC UNDERCOUNTER AFF ABOVE FINISHED FLOOR OPNGOPENING VOL VOLUME AHU AIR HANDLER UNIT OPT OPTIONAL MECH WC WATER CLOSET CH COUNTERTOP HEIGHT R&S CLOTHES ROD AND SHELF WD WOOD DR DOOR REF REFRIGERATOR I WH WATER HEATER DW DISHWASHER SD SMOKE DETECTOR FLR FLOOR SGD SLIDING GLASS DOOR g HB HOSE BIB SH (#) SHELVES (QUANTITY) 7 MC MEDICINE CABINET 6 N J Q MIR MIRROR 4 �I _ e MTL METAL 1 CD Qo D A-200 C) N to C) C) N 00 N 0 M 1'-0" C) O I M 11'-0" PATIO ,6'-4" 3'-10" T,- 5'-4' C co �., c° UTILITY (� SEPARATION I WALL 73'-0" CL SEPARATION WALL CL SEPARATION WALL 20'-0" 16-6" 16'-6" C I A-200 1 I 10'-0" 6'-6" 6'-6" 10'-0" ❑ oo ElPATIO \ iv PATIO o C:) "' UTILITY UTILITY , Nt 3'-6" 2'-5" 41-8" /2668 8' CLG. 8' CLG. 2668\ 4'-8" 2'-5" 3'-6" L ---- lip New 00 3052SH 3052SH00 TRASH w I M / EGRESS EGRESS M & A/C I / \ I TRASH & A/C _ 01 BEDROOM #1 = = BEDROOM #1 in I r; 8' CLG. N N 8' CLG. ~ 00 JI w4'-'6 " 4'-10" 7'-2" 7'-2" 4'-10" " 4'-6" I 9'-0 91-011 5068 5068 I 3'-6" \ BIFOLD BIFOLD / NI CLOSET =LO ;r, CLOSET / ICN (n W 3068 ----� — ----- / 3068 W W 2 I R&S N N R&s- I W o ------------ z I VIALL I Z Ll. _ A-300 (WWF i - � ❑ MIR ATH OOM ,OR � � ❑ I u = m° „ n1 co 8' C G. 8' LG. _ co O N O - �, o 9 -10 0 - 20'-0" PATIO = 42 c0 co 42 VANI = CS � mzl- TRASH & A/C Eno VANITY Cr 3'-2" 3'-2" It 4'-6" I zo 5'-4" / 3' 0" RASH & A/C I co PRE -FAB PRE -FAB HOWE / C)VV UTILITY 3 X3 'd 37 X -1 'd / C) _ / o ! CL R CL R CO 8' CLG. s' CLG. \ M N REF _ -3068 _ m 3068 _ = N co / 6'-0" =- -- U REF m 2X6 WALL 10 PANTRY I PANTRY 01 2X6 WAEE g,_4., 8' CLG. - 0 - 8' CL E A , i �' oo ❑ ,�c� d EF 1= 01 REF L0 R F m = - ° = p 3H iR = ~o— 0 o� O = - o0 � o N ® '{' S E� Q m M m z 't- N 8'-2.. 8'_6.. N ;n �- 2 co , m <C 17 d cn Z ' '� 0O _ O O� 37" 81 LEAR a cn m co a (LEA KITCHEN _- - KITCHEN 8' CLG. U o KITCHEN o U s' cLG. 3068 _— 3 -2 s / z „ icy 8' CLG. 1 d � 1 z KITCHEN o - - M BATHROOM DW ° 10 ❑ 8' CLG. - ❑ ° ° D BATHROOM M N 8' CLG, /gip o ---- co" �❑ 1 U U I W ---- N CD 8' CLG. N 0 2XIS WALL 0-- 4'-2'r WH H AC V MECH w o 00 7'-8' CLG. co O > LL CV — — 0 m I 3TORAG VARI ES 4'- " 2'-2" - CV g o 7 C) 6 N J Q 5 4 �I _ e 3 1 CD Qo 2 Po oC 3: a� N 04 \ O N C) M 2852SH 28! 3'-211 2 3 A-301 A-301 -L❑J L❑J 10'-0" — — — — HVAC �C°o, > �� � - 10 1 01 - (0 (D > LL HVAC — — — U O DW ° O° DW N O M H 7'-8' LG. 7'-8' G. 2'-6" 7'-4" 4'-2" 7'-0" 2'-6" WH - — — — — — — — — WH - HV C WH — — — �❑ 4'-2" 4'-2" 5'-8" 2'-6" 1 2'-6" 6'-0" 4'-2' 3'-10" W ❑ cow MECH N > LL 7'-8' CLG. M TREAT ROOM 8 8 GREAT ROOM 8' CLG. 8' CLG. STORAGE 7 7 VARIES 6 6 - 2'-6" 5 -' a -' a 5 _ -1 4 11_ 3v �vII 4 Cn 8 3 co �0 �0I 3 0 7 2��0i 2 �a 6 4 5 1 a GREAT ROOM GREAT ROOM a 1 a �3 8' CLG. 8' CLG. N 0 2 N a� 00 TF C) 0 N 2 - 1 � ' Z / 00 A-300 0 C) d °° / a o - / N Nt i I 2852SH 2852SH 6'-8" oo 2 3'-2" I 4'-0" 6,-2,a M \ A-300 / 00 SEE NOTE 2 1 HR. FIREWALL 28528H 2852SH BOTH SIDES r❑_j 21-811 41_011 31-21' 61-811 6'-8" - J (J (J 1'-O" SEE NOTE 2 10'-0" FRONT PORCH 1 HR. FIREWALL r -17 BOTH SIDES r � J L❑ ❑J 1'-0" 1'-0" UNIT'A' 1 FIRST FL A-101 SCAL : 1/4" = V-0" UNIT'B' OOR PLAN A A-200 / co I%SEE NOTE 2 / M i1 HR. FIREWALL BOTH SIDES PH 52S 6'-8" T-2" 4'-0" 2'-8" I -❑_j 'LEJ LJ LJ 1'-0" FRONT PORCH 10'-0" r -❑f L d' UNIT'C' UNIT'D' C) 1 I -Off r ;t o L❑J N 10'-0" o co BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL AR -0017060 - FL. ID -4621 �^ 0001 0001 m V Z Z Z Z N D > > %4000 "111111111111100 > M W W W W > > > > LL pa®®V W W W W a F— F— F— W O ' Q n D Lr) 0 0 0 V A-200 ZZZZN <<<<Z WWWW� V V U (1) 0000a N N N N PROJECT TYPE: QUADPLEX-ADD2 DATE ISSUED: SEPTEMBER 21, 2015 REVISIONS: SHEET TITLE FIRST FLOOR PLAN GENERAL NOTES SHEET NUMBER A=1 01 PERMIT SET GENERAL NOTES: 1 PROVIDE 4'-0" MIN. NON-COMBUSTIBLE FIRE RETARDANT -TREATED PLYWOOD BLOCKING NOTES: 1. INSTALL GRAB BAR BLOCKING FOR FUTURE GRAB BAR INSTALLATION. 2 X 6 BLOCKING TO BE LOCATED AT 36" (CENTERED) ABOVE FINISHED FLOOR. STAIR NOTES: 1. TREADS MADE OF 2x12 GLUED & SCREWED (TRIMMED AS REQUIRED) 2. RISERS MADE OF 1x8 GLUED & SCREWED (TRIMMED AS REQUIRED) 3. LANDINGS MADE OF 2x8 @ 16" OC. DECK W/ 3/4" T&G PLYWOOD GLUED & NAILED 4. CARRIERS ARE 2x12 EQUALLY SPACED (TYP.) 5. TOP OF HANDRAIL INSTALLED @ 34" - 38" ABOVE FINISHED FLOOR / TREADS AS MEASURED FROM NOSE OF TREAD. WINDOW SIZE NOTE: 1. CONTRACTOR TO ADJUST ACTUAL WINDOW SIZE AS REQUIRED TO COMPLY WITH FLORIDA BUILDING CODE MINIMUM NEW CLEAR 5SF OPENING ON THE GROUND AND 5.7SF OF THE SECOND FLOOR. ABBREVIATIONS: AC AIRCONDITIONER AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT CH COUNTERTOP HEIGHT DR DOOR DW DISHWASHER FLR FLOOR HB HOSE BIB MC MEDICINE CABINET MIR MIRROR MTL METAL OHC OVERHEAD CABINETS OPNGOPENING 6'-6” OPT OPTIONAL ........ R&S CLOTHES ROE REF REFRIGERATC SD SMOKE DETEC SGD SLIDING GLAS SH (#) SHELVES (QU UC UNDERCOUNT VOL VOLUME WC WATER CLOSE WD WOOD WH WATER HEATS AND SHELF R :TOR 3 DOOR ANTITY) ER 73'-0" UNIT WA UNIT'B' ('_1 SECOND FLOOR PLAN A-102 Sc LE: 1/4" = l'-0" UNIT'C' UNIT'D' BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 ARCHITECT: Julianne N. Overby, RA .Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 Al 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 - FL. Ill -4621 m � SEPARATION SEPARATION SEPARATION Z Z Z 20 -0„ N WALL 16'-6" WALL 16'-6" M W WALL 20'-0" W -J > 6'-6” 6'-10" I I I I I I I 6'-8" ........ ........... . _ _. 6'-6" ...... ...... .. 3'-6" 6'-6" I I I I I I 6'-6" 3'-6'`; n 6'-6" I i.. I ' I I I I I I 6'-8" ............................... 6'-10" ........... ... ... ......... 6'-6" .. W 3052SH W Q 3062SH 3052SH 3052SH 3052SH ------------------ 3052SH ('000V 3052SH ip Z Z 3052SH Z 11ii- <<<<Z EGRESS EGRESS W W EGRESS EGRESS EGRESS EGRESS VVVV� EGRESS EGRESS 0000 9'-10" L 0) 10'-2" 3'k2" 13'-4" BEDROOM #2 13'-4" BEDROOM #1 _M N 31-.211 1 10'-2"J, q PROJECT TYPE: QUADPLEX-ADD2 9'-10" BEDROOM #2 0 ao BEDROOM #3 1 p 8' CLG. - 8' CLG. o p 1 �" 06 BEDROOM #3 ao BEDROOM #2 _ N 8' CLG. 8' CLG. 06 I of 00 -1 o p � J p 0CN 8' CLG. 8' CLG. to LO I m LL co 04 i N 3'-10" 3'-10" 3'-10" _ 3'-10" — 068 �'o 00/ 068 \ / 306 X06 306 RIFOL6'd, �O _ _ _ _ rATTIC 0�0 - n� R&S R&S ATTIC ACCESSJ - R&S = — A IC AC ESS p p — AT IC I ACCESS I _ - R&S N ACCESS N U N L 3068 _ L ao � p 1 0o � = — - _ 3068 N cn N �� M �� 3-4 3-10 �� 3-8 �� �� / 2-0 6-8 13 15 o O Eo ._ o O in 15 13 — 6'-8" 2'-0" \ 3'-8" 3'-10" �'' 3'-4" o / / 12 Q' 411 „ 40_ �� �_ ��� I� t�04�6 -8 m 4' 0"PV 12 ,- „ 15 11 15 14 BATHROOM 11 �_ v 11 BATHROOM 14 13 1 p - 8' CLG. O -L 10 9 = o O M W -- _ CC) M LL m = cn l 10 g O s' CLG. _ nL 13 12 12 o 8 m 3068 03 68 8 0 1 11 11 10 1 LO w _ o VERIFY 7 6 N / co o� , \ _ N ao _j 1 7 6 VERIFY )= 0� o 10 9 g 1 "_- co TUB R.O. �1 `°0 MO 5 TUBR.O. N 8 5 4 LL C ]-(;�THROOM m 1 U) 4 8 BATHRO I 7 oo / 3 8' CLG. 8' CLG. 3 \ w 6 5 o 0 \ o ( VERIFY VERIFY o / \�` M i 00 O 5 cn o O 06 /� TUB R.O. TUB R.O. ,nom o m 06 4 It 3 wj m MASTER \ MASTER 1 3 2 BEDROOM BEDROOM 2 8' CLG. 9'-4" 3'-6" 2'- "' 8" 3'-6" 9'-4" 8' CLG. CLOSET 0 � o CLOSET Cx 1 1 8' CLG. co O otS SII ^- 06 _ N LL O 8' CLG. 1 .6 "' BEDROOM #3 q CD a o o BEDROOM #2 � m I� 8' CLG. 0) U L O 8' CLG. R&S R&S2X6_WA1'E_ 3052SH WINDOWS m l m 3052SH 3052S _ EGRESS WINDOWS 2X6 WALL 61_811 3 52SH 6'-8�� EGRESS o q M 2X6 WA 2X6 WALL II �- I 3052SH 3052SH EGRESS WINDOWS 3052SH 3052SH '-6" 6'-6" 6'-6" 3'-6" 6'-6" EGRESS 6'-6" WINDOWS 3'-6" 6'-6" 6'-6" 3'-6" 10'-0" 10'-0" 20'-0" 16'-6" 7K 7 16'-6" 20'-0" UNIT WA UNIT'B' ('_1 SECOND FLOOR PLAN A-102 Sc LE: 1/4" = l'-0" UNIT'C' UNIT'D' BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 ARCHITECT: Julianne N. Overby, RA .Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 Al 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 - FL. Ill -4621 REVISIONS: SHEET TITLE SECOND FLOOR PLAN SHEET NUMBER A-1 02 PERMIT SET m V � Z Z Z Z N > > > = M W W W W -J > > > > n p D D ® V C) W W W W Q Qaaa ('000V Z Z Z Z 11ii- <<<<Z W W W W a VVVV� 0000 L 0) ti NQ N _M N N q PROJECT TYPE: QUADPLEX-ADD2 co DATE ISSUED: SEPTEMBER 21, 2015 REVISIONS: SHEET TITLE SECOND FLOOR PLAN SHEET NUMBER A-1 02 PERMIT SET SLAB NOTES: 1. DRAWING ELEVATIONS BASED ON TOP OF GROUND FINISHED FLOOR SLAB DATUM EL. 0'-0". SEE PLANS FOR SURVEYED NORTH AMERICAN VERTICAL DATUM FINISHED FLOOR ELEVATIONS. 2. THE FOUNDATION IS DESIGNED FOR AN ASSUMED MINIMUM SOIL BEARING PRESSURE OF 2,500 PSF. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE SOIL WILL SATISFACTORILY SUSTAIN THIS LOADING. 3. 4" 3,000 PSI CONCRETE SLAB W/ 6x6 10/10 WWM OR 4" 3,000 PSI FIBERMESH CONCRETE SLAB OVER 6 ML. POLYETHELENE VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED SOIL. (TYPICAL) 4. VERIFY LOCATION OF ALL INTERIOR LOAD BEARING PARTITIONS W/ TRUSS ENGINEERING DRAWINGS AND PROVIDE THICKENED SLAB @ ALL LOCATIONS. 5. THE HEIGHT OF ALL STEP-DOWNS SHOWN ON DRAWINGS ARE MINIMUMS AND MAY VARY AT BUILDER'S OPTIONS AS REQUIRED BY SITE CONDITIONS. 6. VERIFY LOCATION OF ALL PIPING AND CONDUITS REQUIRED BELOW SLAB. (SEE FLOOR PLAN FOR ALL PLUMBING FIXTURE LOCATIONS) NOTE: ROOF TRUSS ENGINEERING NOT AVAILABLE PRIOR TO ISSUANCE OF THESE CONSTRUCTION DOCUMENTS. VERIFY INTERIOR ROOF TRUSS BEARING WITH ROOF TRUSS ENGINEERING PRODUCED SPECIFICALLY FOR THIS PROJECT. I 2 CV co Y2" EXPANSION MT. LEGEND: 4" INDICATES A STEP-DOWN OR RECESS IN CONCRETE SLAB W/ MINIMUM DISTANCE DENOTED _ INDICATES SLOPED CONCRETE SLAB @ 1/8" SLOPE� PER FOOT (MIN) Cr SEPARATION Ct SEPARATION CL SEPARATION WALL WALL WALL 201-011 16'-6" 16'-6" 20'-0" Y2�� Y2�� 11 16-5Y2" 0116'-5y2" 1 1Y2 Y2 ❑r EQUAL EQUAL r 6'-6" r 6'-61" r EQUAL EQUAL �❑ f X_j _.. I I _,. o X w cn cn w ' F I SLOPE �-----�-------------I r --•-----------------•I SLOPE I I I I N I I I I I oil Nco I I I I MM I 0')11-0„ I I I I I I 111-011 F--------- -- 3'-6” I I j� 3'-6" F------------� I I I I I I w I 8'-11 j2" j2" I I I I II j2" 8'-11 j2" LL o I IIw I I wII 1 11 IIS I I SII --- --- ---� II w I I w II �- — —---�E-1 CL a I 11 U)I I I I I C° 0 Ial o M I IID I I DII I`r' _j I'I ' II= I I =II , //------ II 0 I I o 11 r----------- --7 � r ? �� r----------------------� / I I o Iz I I zl 10 I I o1 a a l eA I w I I w /�� I I o 0 I I qy a� /�. I I �0 X I IV I 1 I I I I 1 X V_ I I I I I I V_ I I I I I I I I I I I I I I j +0'-0" I I I I I I +01-011 FINISHED I I I I FINISHED FLOOR I I I I I I FLOOR I NAVD FFE = 14.56 I I +0'-0" I I +0'-0" I I NAVD-FFE = 14.56 FINISHED I I FINISHED FLOOR I I FLOOR NAVD FFE = 14.56 I I NAVDFFE = 14.56 ISI I I II I I I I S I I I ISI L-- — — — — — — — — — — — __j L ------------------- N LU a_ O 1 CD ❑ ❑ 19'-111" UNIT'A' 2 FOUNDATION PLAN �O3 SCALE: 1/4" = V-0" II I I I I N Uj --��---- I _ L -----------------J o 1" EXPANSION MT. 16'-5" UNIT'B' -0'-1/2" 71/2" N w ' O J U) 1" EXPANSION MT. 16'-5" UNIT'C' ■❑ C Fol 19'-11" UNIT'D' ❑D BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 N Julianne N. Overby, RA Architectural and Interior Design /1 2 Julianne N. Overby, R.A. ❑ 2452 Pullian Street w Jacksonville Beach, Florida 32250 O 904-704-8628 J FL. AR -0019060 • FL. ID -4621 000011% 01OWN11111%, 00"'w"11111, 0000% Q m V 0 ao 1" EXPANSION MT. 16'-5" UNIT'B' -0'-1/2" 71/2" N w ' O J U) 1" EXPANSION MT. 16'-5" UNIT'C' ■❑ C Fol 19'-11" UNIT'D' ❑D BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 SHEET TITLE FOUNDATION SHEET NUMBER Y2" EXPANSION MT. I A=1 03 PERMIT SET ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design /1 2 Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0019060 • FL. ID -4621 000011% 01OWN11111%, 00"'w"11111, 0000% Q m V 0 ao M Z Z Z Z N =»>M %t..000 fW LVWWW� > > > > _ s � � n 000®v WWUJLU< LU I— F— i— aaaam Z Z Z Z F- Q Q Q Q < Z LLJ L w LU C) 0000(14Q ch O O !— T— CN N N N PROJECT TYPE: QUADPLEX-ADD2 DATE ISSUED: SEPTEMBER 21, 2015 REVISIONS: SHEET TITLE FOUNDATION SHEET NUMBER Y2" EXPANSION MT. I A=1 03 PERMIT SET FIBERGLASS ASPHALT SHINGLE ROOFING OVER 30# FELT OVER 7/16" OSB OVER (PROVIDE ADDITIONAL 15# FELT LAYER @ 2:12 SLOPE ROOF) PRE-ENGINEERED ROOF TRUSSES - SEE STRUCTURAL INSULATION BAFFLES BETWEEN EACH TRUSS HURRICANE CLIP @ EACH TRUSS - SEE STRUCTURAL DRAWINGS (2) 2x PLATES - SEE STRUCTURAL (1) LAYER OF 1" DENSEGLASS EXTERIOR GOLD FIREGUARD ATTACHED PERPENDICULAR TO UNDERSIDE OF TRUSS TAILS WITH 17/8" 6d COATED NAILS AT 12" O.C. OR 13/4" TYPE 'S' DRYWALL SCREWS AT 12" O.C. EXTEND FIRE SEPERATION THROUGH EAVES AT FIRE -RATED WALLS SEE PLAN FOR (6) LOCATIONS METAL DRIP EDGE OVER METAL WRAPPED 2x6 FASCIA VENTED VINYL SOFFIT INSTALLED PER MANUFACTURERS SPEC. VINYL "F" CHANNEL R-19 BATT INSULATION HURRICANE ROD SYSTEM SEE STRUCTURAL DRAWINGS 12 SLOPE VARIES E ROOF / ) R-30 MIN. BLOWN -IN _411 Typ, I INSULATION 1/2" GYPSUM WALLBOARD. MUD I AND TAPE ALL JOINTS AND FASTENER HOLES. SAND ALL SURFACES FLUSH. A SOFFIT DETAIL. A-102 SCALE: 3/4" = 1'-0" — — — — — — — — — — — r --- I I Cr SEPARATION CL SEPARATION WALL WALL EXTEND FIRE--\, SEPARATION 7 -------- ----- 4 D 12 z 3� U_> I Ow II co iLi�o Q � FIBEF GLASS ASF I IALT SHI GLES I.I.I I N METAL ROOF:j, EXTEND FIRE BELOW SEPARATION NO PENETRATIONS NO PENETRATIONS WITHIN 4'-0" OF THE WITHIN 4'-0" OF THE 2 HR. FIREW LL14, 2 HR. FIREWALL FIBERGLASS ASPHALT SHINGLES 4'-0" 4'-0"I _1 / 48" OFF RIDGE VENT LL RIDGE < o 12 00 4� � N , -------------------- c� "VMETAL ROOF BELOW EXTEND FIRE SEPARATION— UNIT'A' 2 ROOF PLAN A-104 SCALE: 1/4 = 1 -0 11 12 4� FIBERGLASS ASPHALT SHINGLES CL SEPARATION WALL 4 D II z 12 w0 � �3 I w I o FIBERGLASS ASPHALT SHINGLES — — — — — — — — — — — — —� w o � I N--------- EXTEND FIRE METAL ROOF N CNI SEPARATION BELOW NO PENETRATIONS WITHIN 4'-0" OF THE 2 HR. FIREWALL � I 4'-0" 4'-0" 4'-0" 48" OFF RIDGE VENT N 17 l� EXTEND FIRE S —' N METAL ROOF SEPARATION 17 BELOW d- ------------------- UNIT'B' 12 �4 FIBERGLASS ASPHALT SHINGLES T777 EXTEND FIRE SEPARATION — N METAL ROOF BELOW UNIT'C' 4'-0" z � > —� 00 0 12 �4 FIBERGLASS ASPHALT SHINGLES METAL ROOF—/c� BELOW UNIT'D' BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 . FL. ID -4621 a /=ft% m 00=\ b o MIN - - MIN - M M ZZZZN > > > > M W W W LL > ®W > > > oo®®v W W W W Q W H Qaaam F_ F_ Cr) CD CD 0 V ZZZZ1- <<<<Z W W W W V U V 0 � 0000Q M 0 M 1` N N N N PROJECT TYPE: QUADPLEX-ADD2 DATE ISSUED: SEPTEMBER 21, 2015 REVISIONS: SHEET TITLE ROOF PLAN SHEET NUMBER PERMIT SET ELECTRICAL NOTES: 1. IN FAN / LIGHT COMBO SWITCH TO OPERATE LIGHT ONLY. 2. ALL WIRING IN BEDROOMS TO BE ARC FAULT PROTECTED PER NEC 2002. 3. INSTALL DOORBELL TRANSFORMER IN FIRST FLOOR ENTRY CLOSET. 4. ALL THERMOSTAT AND LIGHT SWITCHES TO BE HUNG AT 48" MAX. ABOVE FINISHED FLOOR. 5. ALL LIGHT AND FAN SWITCHES TO BE TOGGLE -TYPE SWITCHES. 6. ALL ELECTRICAL OUTLETS TO BE LOCATED MAX. 18" ABOVE FINISHED FLOOR. 20 XHHW AL ELECTRICAL METER AND 150 AMP BREAKER 3" CONDUIT, RUN TO POLE - EXTERIOR WALL - 150 AMP PANEL ELECTRICAL SERVICE RISER ELECTRICAL LEGEND 110 VOLT DUPLEX OUTLET -WALL MOUNTED 110 VOLT DUPLEX OUTLET -WEATHER PROOF 110V DUPLEX -GFCI OUTLET 110V DUPLEX -AFCI OUTLET 220 VOLT OUTLET -WALL MOUNTED ► TELEPHONE OUTLET -c- SWITCH -t- SWITCH -THREE WAY ❑-� PUSH BUTTON SWITCH ® DOOR BELL CHIMES 0--i CABLE TELEVISION OUTLET �- LIGHT FIXTURE -CEILING MOUNTED -Y LIGHT FIXTURE -WALL MOUNTED Q SMOKE DETECTOR -CEILING MOUNTED Q i SMOKE DETECTOR -WALL MOUNTED EXHAUSTFAN v ELECTRIC PANEL QUICK DISCONNECT FLOOD LIGHTS - DUAL HEAD 1'x4' FLUORESCENT CEILING MOUNTED LIGHT FIXTURE ,- \ ocoK 1 n m DM -j �� 1 Oma ZX x F1 - i� I WH HVAC \ O I --O LIGHT (PREWIRE FAN) tTO L T AB E _ \ L❑J L❑J L❑J UNIT'A' I I I I I ❑ I I I I LIT Q (PREWIR i I xv >V (zi 1 \ o I I I " / I I I I � I I -I -Ic I I HVAG 0� 01 � I I I I I � LIGHT 'IT— TO LIGHT (PREWIRE FAN) i <�\ 0 ' (ABOVE I � I / �� f L❑J LJ L❑J I UNIT'B' 1 FIRST FLOOR ELECTRICAL LAYOUT PLAN A-105 SCALE: 1/4" = V-0" Ia b'l* t a t for BEACHES HABITAT FOR I ❑ HUMANITY \ 797 MAYPORT ROAD \� ATLANTIC BEACH, FL 32233 - / (904) 241-1222 FAX: (904)241-4310 Is CO O m m ARCHITECT: -IDM � CR LIT z MA Julianne N. Overby, RA ( IRE FAN) Q Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 \ i 904-704-8628 ` Email: jnoverby@att.net FL. AR -0017060 . FL. ID -4621 m V � Z Z Z Z N _ » � N / %4ftwoo V) 41- 01 WWWWLLJ yj yj < 1 '� Amo I 06 WWWWa W 1l QQ� m \ ' - zzz� ' Z z VAC --_ ___- 0 W W W W ° --- 1 0000 HVAC Q LI Q r r N N N N _ — — — PROJECT TYPE: QUADPLEX-ADD2 DATE ISSUED: SEPTEMBER 21, 2015 O REVISIONS: I O� O LIGHT (PREWIRE FAN) LIGHT (PREWIRE FAN) i TO LIGHT ABOVE SHEET TITLE / TA OV FIRST FLOOR ELECTRICAL LAYOUT i PLAN J r F � SHEET NUMBER L❑J IL L❑J r� Iff A=1 05 UNIT'C' UNIT'D' PERMIT SET ELECTRICAL NOTES: 1. IN FAN / LIGHT COMBO SWITCH TO OPERATE LIGHT ONLY. 2. ALL WIRING IN BEDROOMS TO BE ARC FAULT PROTECTED PER NEC 2002. 3. INSTALL DOORBELL TRANSFORMER IN FIRST FLOOR ENTRY CLOSET. 4. ALL THERMOSTAT AND LIGHT SWITCHES TO BE HUNG AT 48" MAX. ABOVE FINISHED FLOOR. 5. ALL LIGHT AND FAN SWITCHES TO BE TOGGLE -TYPE SWITCHES. 6. ALL ELECTRICAL OUTLETS TO BE LOCATED MAX. 18" ABOVE FINISHED FLOOR. 20 XHHW Al ELECTRICAL METER AND 150 AMP BREAKE 3" CONDUIT, RUN TO P( EXTERIOR' 150 AMP PANEL ERVICE RISER ELECTRICAL LEGEND 110 VOLT DUPLEX OUTLET -WALL MOUNTED $ 110 VOLT DUPLEX OUTLET -WEATHER PROOF 110V DUPLEX -GFCI OUTLET 110V DUPLEX -AFCI OUTLET i4& 220 VOLT OUTLET -WALL MOUNTED ► TELEPHONE OUTLET -69- SWITCH 64-' SWITCH -THREE WAY ❑--i PUSH BUTTON SWITCH ® DOOR BELL CHIMES O --i CABLE TELEVISION OUTLET -�- LIGHT FIXTURE -CEILING MOUNTED LIGHT FIXTURE -WALL MOUNTED Q SMOKE DETECTOR -CEILING MOUNTED Q SMOKE DETECTOR -WALL MOUNTED ® EXHAUSTFAN © ELECTRIC PANEL I� QUICK DISCONNECT FLOOD LIGHTS - DUAL HEAD 1'x4' FLUORESCENT CEILING MOUNTED LIGHT FIXTURE ]III I I �LIGHT0 LIGHT LIGHT/� (PRE FAN) (PR 1 ' AN) (PR I FAN) I IN o F_ -, --� IF— o4L ' o TO TO I WITS I � ELOW VITC ► =LOW ►I, I Y,\\ I ► LIGHT (PREWIRE FAN) UNIT'A' UNIT'B' Eft Maches mom, abl*t dt forM mom IIIIIIIIIIAllwa nuillaphnity, . i...... BEACHES . HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 i 904-704-8628 Email: jnoverby@att.net FL. AR -001,060 FL. ID -4621 /mm\ 00=ft% Z Z Z Z N > > > > M ----------- ----------- W --------------------- W W W ILL LIGHT1 nN (P�LIGRHT AN) �LIGHT� Q 0 0® V (P) (PRE FAN) WWWWUJIa i w ZZZZH- > -_� I-----� WWW W V V VU� o = 0 0000 ( ► N N N N SWITCH ` I BELOW10 TO - -- I WITCH PROJECT TYPE: QUADPLEX-ADD2 \ � BELOW DATE ISSUED: SEPTEMBER 21, 2015 I I REVISIONS: 10 I I i / SHEET TITLE SECOND FLOOR 6LIGHT\) ELECTRICAL (PREWIRE FAN) ► LAYOUT PLAN UNIT'C' UNIT'D' SHEET NUMBER SECOND FLOOR ELECTRICAL LAYOUT PLAN A-106 SCALE: 1/4" = V-0" A-1 06 2 PERMIT SET ELEVATION NOTES: 1. PROVIDE 4'-0" MIN. NON-COMBUSTIBLE FIRE RETARDANT -TREATED PLYWOOD. CUT 4X4 BRACKET INTO 1X8 FASCIA BOARD ARCHED 8" COLLAR BEAM W/ 4" KING POST WOOD TRELLIS OVER WINDOWS 12 a4 1 PERGOLA DETAIL A-200 SCALE: 3/4" = V-0" OVER FRONT WINDOWS 12 ,-----j4 MTL. STANDING SEAM ROOF P.T. 2x WOOD RAFTERS & GIRDER (TYP.) P.T. 4X4 WOOD BRACKETS (TYP.) GLASS LIGHT EXTERIOR DOOR 12 4� FIBERLASS ASPHALT SHINGLES +18'-7" A.F.F. +17'-7" A.F.F. TRUSS BEARING FASCIA TRIM: 1"x8" SMOOTH W/1 "x3" STEP 1 "x4" TRIM 1"x4" WINDOW TRIM — 5" HORIZONTAL SMOOTH LAP SIDING Beaches HORIZONTAL BAND: 5/4" x 8" SMOOTH MTL. STANDING SEAM ROOF H.ab.lt.at + 9'-5 1/2" A.F.F. + 8'-1 1/8" A.F.F. TRUSS BEARINGfor:Humani y 0) BOARD & BATTEN BEACHES 6" TAPERED HABITAT FOR ROUND COLUMNS HUMANITY 797 MAYPORT ROAD — 5/4" x 6" TRIM +0'-0" F.F. ATLANTIC BEACH, FL 32233 FINISHED FLOOR (904) 241-1222 FAX: (904)241-4310 NAVD FFE = 14.56 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 . FL. ID -4621 ..... . ............ /�\ .... ........... ........... a m /0\ V p F_ H - F- - - M M Z Z Z Z N > � » ..� N WWWW- � U. >» p p ®® V W W W W a LLJ aaaa ..... ......... C7 V Z Z Z Z F- aaaaz Lu UJ LU LLJ V 0 00 0 a t37 r- N N _M N N PROJECT TYPE: QUADPLEX-ADD2 DATE ISSUED: SEPTEMBER 21, 2015 REVISIONS: SHEET TITLE EXTERIOR ELEVATIONS MTL. STANDING SEAM ROOF P.T. 2x WOOD RAFTERS & GIRDER (TYP.) P.T. 4X4 WOOD BRACKETS (TYP.) GLASS LIGHT EXTERIOR DOOR SHEET NUMBER A=200 PERMIT SET ATTACH 2" METAL C -CHANNEL TO TOP OF GYPSUM LINER PANEL NOTE: NO ROOF PENETRATIONS WITHIN 4'-0" OF FIRE WALL CONTINUE )�" GYPSUM WALL BOARD TO ROOF DECK NOTCHED AROUND WOOD TRUSS MEMBERS. APPLY INTUMESCENT COATING AT ALL PENETRATIONS. .063" USG ALUMINUM ANGLE CLIPS -- SPACED AS REQUIRED R11/19 FIBERGLASS BATT INSULATION 23/32" T&G PLYWOOD SUBFLOORING GLUED AND SCREWED OVER PRE-ENGINEERED WOOD FLOOR TRUSSES PRE-ENGINEERED WOOD FLOOR TRUSS SEE STRUCTURAL DRAWINGS .063" USG ALUMINUM ANGLE CLIPS - SPACED AS REQUIRED ATTACH 2" METAL CHANNEL TO CONCRETE SLAB W/ 'PASLODE' OR EQUIVALENT ANCHORS CSD 24" O.C. MAXIMUM 2x SILL PLATE W/ FOAM SILL SEAL CL SEPARATION WALL 1 WALL SECTION �OO SCALE: 1 " = 1'-0" OSB SHEATHING, USE FIRE—TREATED PLYWOOD WHEN AT A MINIMUM DISTANCE OF 4' FROM FIRE WALL PRE—ENGINEERED WOOD ROOF TRUSSES ALIGN TRUSSES WITH INSIDE EDGE OF FRAME WALL R-30 BLOWN CELLULOSE INSULATION 1/2" GYPSUM WALL BOARD "THERMAFIBER" INSULATION FIRE BLOCKING AS REQUIRED (2) LAYERS 1" USG GYPSUM LINER PANEL 1" (3/4" MINIMUM) AIR SPACE 1/2" GYPSUM WALL BOARD OVER #2 SPF WOOD STUDS ® 16" O.C. 2" METAL H—CHANNEL METAL ANGLE — SPACE AS REQUIRED 2x SILL PLATE 1/2- GYPSUM WALL BOARD 1/2- GYPSUM WALL BOARD OVER 2x #2 SPF WOOD STUDS ® 16" O.C. R11 FIBERGLASS BATT INSULATION 1- (3/4" MINIMUM) AIR SPACE (2) LAYERS 1 " USG GYPSUM LINER PANEL CONCRETE GRADE BEAM (SEE FOUNDATION PLAN) FIRE RESISTANCE RATINGS — ANSI/UL 263 Design No. U336 December 06, 1996 Exposed to fire from separation wall side only Nonbearing Wall Rating — 2 Hr Finish Rating — 120 Min SEPARATION WALL: (Max Height — 44 ft) 1. Floor, Intermediate or Top Wall — 2" wide channel shaped with 1" long legs form from No. 25 MSG galv steel, secured with suitable fasteners spaced 24" O.C. 2. Metal Studs — Steel members formed from No. 25 MSG galv steel having "H" shaped flange spaced 24" O.C.; overall depth 2" and flange width 1-3/8". 3. Gypsum Board* — Two layers of 1" thick gypsum wallboard liner panels, supplied in nom 24" widths. Vertical edges of panels friction fitted into shaped studs. CANADIAN GYPSUM COMPANY — Type SLX. UNITED STATES GYPSUM COMPANY — Type SLX. PROTECTED WALL: (Bearing or Nonbearing Wall) 4. Wood Studs — Nom 2" by 4" max spacing 24" O.C. Studs cross braced at mid—height where necessary for clip attachment. Min 3/4" separation between wood framing and fire separation wall. 5. Gypsum Board — Classified or Unclassified — Min 1/2" thick, 4'-0" wide, applied either horizontally or vertically. Wallboard attached to studs w/ 1-1/4" long steel drywall nails spaces 8" O.C. Vertical joints located over studs. (Optional) Joints covered with paper tape and joint compound. Nail heads covered with joint compound. 6. Attachment Clips — Aluminum angle, 0.063" thick, 2" wide with 2" and 2-1/4" legs. Clips secured with Type S screws 3/8" long to "H" studs and with Type "W" screws 1-1/4" long to wood framing through holes provided in Clip. 6A. Clip placement (Item 6) for separation walls up to 23'-0" high. Space clips a mas of 10'-0" O.C. vertically between wood framing and "H" studs. 68. Clip placement (Item 6) for separation walls up to 44'-0" high. Space clips as described in Item 6A for upper 24'-0". Remaining wall area below requires clips spaces a max 5'-0" O.C. vertically between wood framing and "H" studs. *Bearing the UL Classification Mark 1/2" GYPSUM WALL BOARD 2x4 STUD WALL @ 24" O.C. W/ R-13 INSULATION OF SEPARATION WALL 2" USG 'H' STUD (2) 1" USG GYPSUM LINER PANEL (SEE SECTION THROUGH SEPARATION WALL) PLAN DETAIL. SCALE: N.T.S. 1" (3/4" MIN) AIRSPACE SECTION A -A 2x6 STUD WALL @ 24" O.C. W/ R-19 INSULATION NON-COMBUSTIBLE SIDING OR STUCCO OVER APPROVED HOUSE WRAP VAPOR BARRIER FIRE RETARDANT PLYWOOD SHEATHING. EXTENDED 4'-0" HORIZIONTAL DISTANCE BOTH SIDES OF FIREWALL 2" USG 'C' RUNNER 2X6 STUD WALL @ 24" O.C. W/ R-19 INSULATION BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 . FL. ID -4621 aM" W � D Z Z Z Z > > =) =) W W W W > > > W W WUJ aaa (' CD 0 Z Z Z Z aaaa W W 0 U 0 0000 Lr) (7) M I` N N N N M M N N M J U- < W U Z a PROJECT TYPE: QUADPLEX-ADD2 DATE ISSUED: SEPTEMBER 21, 2015 REVISIONS: SHEET TITLE SECTIONS DETAILS SHEET NUMBER PERMIT SET STAIR NOTES: 1. STAIR DETAILS PROVIDED FOR DESIGN INTENT. 2. SEE STRUCTURAL SHEETS FOR STAIR FOUNDATION, STRUCTURAL CONNECTIONS AND ATTACHMENT TO STRUCTURAL MEMBERS. 3. ALL STAIR COMPONENTS AND DIMENSIONS TO MEET FLORIDA ACCESSIBILTY AND BUILDING CODE REQUIREMENTS. 4. PROVIDE WOOD BLOCKING IN WALL AS NECESSARY TO SUPPORT RAILS AND RAIL SUPPORTS. FIBERGLASS ASPHALT SHINGLE ROOFING OVER 30# FELT OVEE 7/16" OSB OVEE (PROVIDE ADDITIONAL 15# FELT LAYER @ 2:12 SLOPE ROOF; PRE—ENGINEERED ROOF TRUSSES — SEE STRUCTURAL BLOWN IN CELLULOSE & INSULATION BAFFLES BETWEEN EACH TRUSS HURRICANE CLIP @ EACH TRUSS — SEE STRUCTURAL DRAWINGS (2) 2x PLATES — SEE STRUCTURAL METAL DRIP EDGE OVER METAL WRAPPED 2x6 FASCIA VENTED VINYL SOFFIT INSTALLED PER MANUFACTURERS SPEC. VINYL "F" CHANNEL 5/4 x 6 FIBER CEMENT EREIZE BOARD R-19 BATT INSULATION HURRICANE ROD SYSTEM — SEE STRUCTURAL DRAWINGS 7/16" OSB OVER 2x STUDS — SEE STRUCTURAL DRAWINGS VERTICAL SIDING (BOARD & BATTEN LOOK) TO BE INSTALLED PER MANUFACTURE'S SPECIFICATION DAMP PROOF BARRIER LAF OVER FLASHING & SHIf P.T. 5/4 x 8 CONTINUOUS TRIM STUCCO: INSTALLATION MUST CONFORM TO FBC—R703-6 2x SILL PLATE 2x PRESSURE TREATED PLATE OVER FOAM SILL SEAL — SEE STRUCTURAL DRAWINGS FOR ANCHORAGE EXTEND HOUSE WRAP BELOW FINISH FLOOR. SECURE WITH STARTER STRIP FINI�HFn C;PAnE i & °io �_UiNUKt i L �)LtiL� & FOUNDATION — SEE STRUCTURAL DRAWINGS 6 MIL VAPOR BARRIER OVER CLEAN, COMPACTED AND TERMITE TREATED SOIL FINISHED FLOOR ° T 1 WALL SECTION A-301 SCALE: 1" = V-0" AT SEPARATION WALL ,LL D OD AND =—ENGI EERED ')ES Lr r 4 STAIR DETAIL. A-301 SCALE: 3/4" = V-0" 2 STAIR SECTION A-301 SCALE: 1/4" = V-0" W/ WOOD CAP GREAT ROOM SECTION SCALE: 1/4" = V-0" BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL. AR -0017060 . FL. ID -4621 ^��._-. Q m • V Z Z Z Z W WW W W coca W W W W F. F— F— F— aaaa o 0 0 0 Z Z Z Z Qaaa W W W 0L)0U 0000 Lf) o T- � N N N N M M N N M J ILL A V Q W v z F - Q PROJECT TYPE: QUADPLEX-ADD2 DATE ISSUED: SEPTEMBER 21, 2015 REVISIONS: SHEET TITLE STAIR SECTION AND DETAILS SHEET NUMBER A-301 PERMIT SET I I i . I � . , i 1� ROOFS (all values negative - i.e. "UPLIFT") WALLS (incl. Windows & I loors) -_ , I . , I , � . . ZONE "T' I END/EDGE ZONE"I" INTERIOR � � � I I . � GENERAL N0i � :,i - -, - I I � SPECIFICATIONS: (continued) 'I', ZONES � I POSITIVE I EZ li�� -25.85 I " 1. All notes, drawings, del� its, tables,,, "references and specifications depicted within these engineering documents shall be reviewed by the client and each material and/or I OTHER FRAMING - I CODES & DESIGN STANDARDS: DESIGN LOADS: -23.98 f_�_f 11�- -24.73 -24.73 service contributor prior t, initiating construction of the structure depicted herein or providing labor and/or materials for the same. Labor and/or materials sha!t only be . I furnished by those person . and/or entitibs with a thorough understanding of the notes, drawings, details, tables, references and specifications depicted herein, as well as a 1. All structural (dimensional/solid-sawn) framing members, except as noted or specified otherwise, shall be 92 SYP lumber w/ maximum 19% moisture content. Florida Building Code - Residential 2014 ROOFS �c 50 . � ///� /' - /// "///�,//, ////��`�///'�,/.-,//,,/./�./9/,/ Z, ",/-,///�,�/ ", / ,�/,///,�,//, / / �, , _/ _>/�"/,/ ,��, /��,��,,���/�;�"/ -� ,,,, / /� �/ � xx/ , .1 /. /1, / -34.84 -34.84 1 -24.91 19.67 -21.54 . thorough knowledge of ar )licable construction and safety practices required to execute a design such as the one depicted herein. 2. All engineered wood beams shall be Trus Joist/l-Level/Weyerhaeuser brand Microllam LVL 1.9E, or equivalent, except as noted otherwise, and shall be installed in Florida Building Code 2014 (as applicable) LIVE LOAD 20#/sf -18.36 � ,��. //. /,�,/ / � . � I -- //Z ./ /Z /, I // -23.04 18.73 -1 -20.60 , 11 18.73 1 � . . � 11 2. These engineering doct nents have egn prepared at the client's request to ensure the structure depicted herein is in compliance with Sections 1603 through 1607, 1609 accordance with the manufacturer's specifications, instructions and directions. DEAD LOAD/SHINGLES 7#/sf ASCE 7-10 DEAD LOAD/TILE 20#/sf 24"/24" ��//� ,/, .// /�/ I 1// / , //, / � ,�/ / / ZONE "I" //�o . /��,�,� , . ", / //,,. I �/ , 1 � �1' . v ,/ � 12"/16" 24"/24" 24"/24" and 16 1 0 of the Florida B. ilding Code, and/or Sections R30 1.1 (excluding "flood" design, unless specifically noted within these documents), R30 L 1 .3 and R301 .2. 1 .4 along with Tables R301.5 R301.6 atid*R301.7 of the Florida Building Code - Residential. The engineer's scope of work is limited to only providing the necessary analysis, 3. All engineered wood posts or columns shall be Trus Joist/1-Level/Weyerhaeuser brand TimberStrand LSL 1.313 or Parallarn PSL 1.8E solid members, as specified, or NDS -05 DURATION FACTOR 1.25 TPI 1-07 FLOORS � , �/x . / //,/, / // -�//� ,/ /� I,/ //. '/,/. . < ./ " . //// . . 1� , . I / //' // - /, I-, '. I/ . / , . - ,/' ,� /.// 18.5' N.P. N.P.__ drawings, details and Spec. fications commonly required to depict the construction necessary to conform to or with the structural loading requirements as outlined in the equivalent, except as noted. Vertical post or columns specified on the framing plans and/or details as engineered wood may not be built-up or pieced together to form ACI 318-05 LIVE LOAD 40#/sf 24"/24" �,// "�//� "� .-� Z/X ,.,//�/ / / , �,/ '/',' //./ �� // �, 8"/8" 8"/12" I 24"/24 " aforementioned sections c "the code and specifically excludes other elements of a structural nature as well as all elements of a non-structural nature. Additionally, the I the specified dimensions; they must be solid, one-piece members. i.e. 4x4, 4x6, 6x6, etc. - may be replaced by a similar -sized (e.g. a Post or columns specified within these construction documents as dimensional/solid-sawn members - 5.25" x 5.25" EWP in lieu of a 6x6 SYP) engineered wood post without additional analysis or WFCM-01 DEAD LOAD 12#/sf (Includin- Cln'g Below) C-1 8 , ;/ /,/ �11 /// / � U - W ,�,�,Z/��//��/�2=�,.��,�,��/��,/�,/ F, /// , , '� �v,;�;////z/.// - I / Li " //� I— 111- 1.1111/11.1 �11111/��/�/� I . 1� ,I", /,� / //,�/�,, 24 Z N.P. N.P. engineer's scope of work s )ecifically excludes engineering functions delegated to others [i.e. roof and/or floor truss design, engineered wood products design (except EVVT documentation required by the engineer. 8"/8" DURATION FACTOR 1.00 0 P�4 ,,�//, /'/ -, I 0 . , ��/ ��., 1� - 1. V "ol, / // 6"/8" 16"/16"_ V/81I I specified herein), etc.] as ,'veil as other disciplines of engineering - i.e. mechanical, electrical, plumbing, geotechnical, environmental, site (including drainage), etc. And, DOUBLEHDUS (2) 7/8' DESIGN CRITEPJA: CEILINGS/ATTICS 13-1/2" ,/./ ,/,/ 11 I // "// - - /� 1. ,I " I //./ SrNGLEHDUII 11, V the engineer's scope of wc -k specificall� excludes design elements of an architectural or non-structural nature, including but not limited to egress and life safety; moisture infiltration anc,for resistan(te; resistance to wood destroying organisms ("WDO"); fire -resistance; energy efficiency, etc. The engineer further warrants that the 4. All nailing shall be with "common" nails, except as otherwise noted. All nailing not otherwise specified within these engineered documents shall be as specified by LIVE LOAD/NO STORAGE 10#/sf (Non -concurrent) BUILDING TYPE ENCLOSED LIVE LOAD w/ STORAGE 20#/sf (Concurrent) N/A /1�1/ . 1// /// I ,//" � I � . /./ /./. ��,x . I /,� , / ,/,�', / �/, � �,./, /. , , ,� //� /./1 I I / . �,/� " //., .. . X //_1 I //;/ //.,'., ,/. 4" SEEPLAN � protection, structure depicted within t Tese docume,pts, to the best of his or her knowledge, complies with the applicable portions of the aforementioned sections ofthe code and makes the applicable code referenced herein. All envelope sheathing shall be nailed and/or screwed as specified and glue or other adhesives shall not be used in place ofnails BASIC WIND SPEED 130 mph (3 sec. gust) DEAD LOAD 5#/sf 11, " /��/., / �/. 1. I/ /" / ��/��;/, /E,././-/- 1, � / I �///� I 31, SEEPLAN no other claims, warrant ieis or guarantobs relative to these documents with regard to their fitness for any purpose. Any data included within these documents that address or screws. __ 2x (36) Y4"- x 2Y2" SDS - EXPSOUIRE CATEGORY C WIND (2)1" ;Z_ /,;/ x " � / , � , /./. //, / N/A - elements beyond the speci�.Ic confines o,f the aforementioned code sections and stated limitations is purely incidental to the engineer's scope ofwork and shall be 5. All engineered components, including roof trusses, floor trusses, I- Dist, etc., shall be installed in accordance with the manufacturer's specif-catioQs, instructions and i BUILDING CATEGORY 11 LOADING PER TABLES 11-1/2" ,;�/�/.�� / / e / � , , ,�/� /" 77�x/��;� L� (16) Did . HGT4 responsibility of the apprc, 3riate entity - i.e. owner, architect, contractor, and/or building official, individually and collectively - to design, account for or otherwise verify as . � directions. I INTERNAL PRESSURE Coef, +0.18/-0.18 DURATION FACTOR 1.60 1 SEE PLAN I/ , / 1. . , I ./ / / /,/ , � appropriate for the intendc J purpose. I I , I SIESMIC N/A �� �, / "I'll", //1 �,./V/ , /.//"`/'I �; : 3. The structure depicted within these engineering documents, unless specifically noted herein as otherwise, has not been designed to resist flooding orthe associated effects 6. All sheathing shall be either APA- or TECO -rated, Eposure 1, PSI/PS2 Sheathing may be either OSB or plywood, unless specified as one (Structural I rated sheathing NOT required except when specifically identified as such). Or the other on the framing plans and/or details. All panel edges of wall sheathing shall be solidly C I ,g,/<�,�/�,� - /�/// , - /��//��//�,:, , //4, I I , �//"�/////��/_` , / .. . � - �,��,� / .. 0 thereof. It is the responsibility of others - i.e. owner, architect, contractor, site developer and/or building official, individually and collectively - to establish the minimum appropriate building elevation for thesubject site and the improvements located there upon. In no case shall the structure depicted herein be sited at an elevation less than blocked. Use of '"ply clips" or similar edge support is required at "ply unsupported panel edges of roof sheathing 7/16" thick when supports are spaced at greater than 16"o/c. I EZ I GABLE ZONE "3" - CORNER ZONE(S), TYPICAL the minimum prescribed by FEMA, as.prescribed by FEMA and enhanced by the local controlling authority, or as prescribed by the community engineering and approved Use of clips" or similar edge support is required at unsupported or similar edge support is recommended at unsupported panel edges panel edges of roof sheathing less than 23/32" thick when supporting tile roofs. Use of"ply clips" of all roof sheathing, regardless of panel thickness, for improved aesthetics. Roofand wall 3 11ii by the local controlling authority. Furthermore, the structure depicted herein shall not be constructed on a site meeting the criteria for or otherwise identified as a flood zone really indicate the design(s) depicted herein are resistant to the potential effects of V -class flood zones. 'IV" unless these engineering documents specif sheathing shall not be less than 7/16" thick. Floor sheathing shall ot bie--less than 23/32" thick, with all panel edges supported (tongue & grove or blocked). Some I ROOF PLANNIEW 1:1 ZONE "I" - INTERIOR ZONE(S) . I . � design loads require thicker panels; see sheathing specifications to - specific minimum panel thicknesses, required span ratings and fastening information. - I i 4. The design(s) depicted within those engineering documents has/have been prepared in accordance with the applicable laws, codes, standards, rules, etc., (referenced 1 177 71 I ZONE "T' - END/EDGE ZONE(S) herein) as interpreted and enforced by local authorities having jurisdiction and, further, the engineer is not aware of any errors or omissions contained within the design(s) 7. At exterior walls clad with a stucco or an applied -stone veneer f sheathing (Exposure 1, PSI/PS2) or 7/16" thick, 24/16 span -rated nish, the APIA ( www.apawood.org recommends the use of either 15/32" thick, 32/16 span -rated Structural I rated sheathing when the sheathing is installed with a vertical orientation (long axis "EZ" DIMENSION: LJ or documents, nor of any inconsistencies between the design(s) and documents and the applicable laws, codes, et al. However, should any portion of these engineering documents be found to include an erfoi or omission, the engineer, upon appropriate notification, will correct the document(s) in a timely fashion without additional fee to parallel to the studs) on the wall (see Technical Bulletin TB -202 for additional information). The discretion to enforce the aforementioned recommendation is at the sole ** 5t-311 ** E ZONE "3 " - CORNER ZONE(S) the client - unless the error or omission arose from flawed, incomplete or ambiguous data provided to the engineer, which will result in additional fees due to the engineer discretion of the local Building Official. Do NOT use sheathing that suitability of the nonconforming materials with the Building Official does not conform to the aforementioned recommendation unless you have FIRST verified the having jurisdiction over the project. Failure to do so may result in the need to significantly enhance I for the additional services provided.. ,The engineer will not be liable for any increase in material and/or labor costs arising from the revision, correction or update to the +1, : Ir 11 : 11 engineering documents or,addendum thereto. I c construCL on 0 L e e er or wa s. . � I : 5. These engineering documents may -be used one -time -only, and only at the specific site or location identified herein. The design(s) depicted herein may not be used to 8. Metal connectors shall be Simpson brand hardware, as specified herein, and shall be installed in accordance with the manufacturer's specifications, instructions and execute (a) subsequent stnicture(§) or" elements thereof, nor shall the design(s) be executed at a location other than the one site or location specified herein. directions. Alternates to the specified Simpson connectors may be used, provided that the alternate connectors meet or exceed the specifications ofthe connector(s) I specified and have appropriate product approval and installation instructions and directions. I � 6. Use of these document, for any pufRose constitutes the understanding and acceptance of the terms and conditions outlined herein. I I, 7. Verify structure orientE on with ar�.liitectural drawings and site plan or survey before commencing construction. Do not commence construction ifa conflict is present. FOUNDATIONS, CONCRETE & MASONRY . * . 8. Any discrepancies bet" �en these et)gineering documents and the architectural drawings, site plan, survey and/or other data or information shall be reported to the I - The foundation design(s) depicted within these engineering doct ments has been completed in accordance with recognized standards, 1 e ended soil design cornF S micement otconstruction and no construction parameters and accepted engineering design procedures and is has ,d upon the best information available at the time of their preparation, 'The e ign(s) depicted herein engineer before the cornm�, shall proceed until the discrepancies are resolved. Should discrepancies be discovered during rc construction, construction 3hould cea4 until such time as the discrepancies have been resolved. is/are intended to minimize differential movement resulting from tire heaving of expansive soils and/or settling of subsurface soils. It must berecognized that the � . foundation components will experience movement throughout the aseable life of the structure. Subsequent owners and/or occ,u; ma;7i',;, -_4' ihe structure shall be apprised of I I � , r I � . I . the soil conditions present and be advised to maintain good practice in the future with respect to surface and subsurface drainage, maintenance, the construction of 9. These engineering doci nents'liave. been prepared consistent with the architectural drawings and details provided by others - that include dimensions, opening locations partitions above floor slabs, finish work on or above the floor slab and the locating or constructing of secondary elements near the structure that could affect future I and other specific informi �ion - which-iihas been replicated into these engineering documents. The engineer is not responsible for the accuracy of the replicated information 1 4 performance. I or for claims arising from .he use ther6of. I I I . . � . 2. The foundation design(s) depicted within these engineering doc ments has/have been prepared based on a relatively flat, well drained building site featuring 10. Unless specifically de ' , icted with ' JVAhese engineering documents, the engineer has not been made aware of nor accounted for other components, elements or systems exclusively non -expansive soil with an allowable soil bearing capacity of not less than 2,000#/sf and a design lateral load (at -rest pressure) of6O#/sfper foot ofdepth ' that may be intended by 0 , hers and ii affect the performance and/or serviceability of the structure depicted herein. . iI with a level back slope. Should site conditions be adverse to- or otherwise inconsistent with the aforementioned parameters, constructioil shall cease immediately and I 1. These engineering doc'.iments should never be scaled. Wall framing should be based on the stud table(s), specifications and/or the relevant notes provided herein. Wall the engineer shall be promptly notified of the conditions and no further construction shall occur until the engineer has provided additiona I direction. framing shall not be assui, ed based upon the "scaled", wall width depicted on these or any other drawings, or based upon notes or references included in the architectural 3. Backfill should not be placed adjacent to the foundation walls until the walls have cured adequately to provide sufficient strength and have beer. anchored to the floor drawings. system above or otherwise properly braced or shored to prevent darnage to the wall. 12. These engineering doc,iments include specific information of a structural nature - i.e. the size, grade, species, quantity, strength, etc. of headers, beams, col'imns, posts, 4. Refer to the Geotechnical Engineer's report for all soil and/or site preparation requirements necessary to achieve the required minimum 2,0009/sfsoil bearing capacity. � studs, joists, rafters, sheat ing, footings, reinforcing, connectors, fasteners, etc. This information supersedes information of a similar nature that may be shown on the associated architectural dr-twings. Additionally, the size, grade, species, quantity, strength, etc. of the structural elements specified herein maybe exceeded or enhanced, In the absence of a geotechnical engineer's report, the site and soil shall be prepared to the satisfaction of the Building Official. within reason, at the discr I ition of � th I e ,,,u 4 ser without additional review or analysis by the engineer, unless specifically prohibited by the engineer. 5. All foundation pads depicted within these engineering documen s shall be formed to the dimensions as indicated and substantially centered beneath the associated 13. These engineering doc,iments include multiple pages with cross-references. All pages of the engineering documents should be reviewed and understood before using column or wall, unless indicated otherwise. the documents for any purpose. If (a) 3�ge(s) of the engineering documents is/are missing, illegible or otherwise unusable, obtain complete and legible documents before proceeding with intendii I... q 6. The location of steps, jogs and top -of -wall and/or top -of -slab etc vations are critical to foundation performance. While the location of those steps, jogs and elevation . ', . I k J changes indicated or otherwise known to the engineer have been depicted within these engineering documents, it is understood that some of these items may change * " during actual construction. The design(s) depicted herein can only address the proper foundation configuration as specifically depicted herein and could require 14. It is the intent of the ei gineer that. the structure depicted within these engineering documents be executed in conformance with all requirements ofthe authorities having .A,444, I I 1* A 4�V_� 1, 1A V. 1A �* 1* .+ jurisdiction over the const� tiction, and/or occupancy depicted herein. All contractors - including materials and/or labor contributors - are responsible r the means and i "." .Y a 3 a. i S Ou v rev s ons mer . methods of constructing tl�e structure -depicted herein and shall perform their respective functions in conformance with all applicable laws, rules, regulations, codes and 7. Extreme care should be used throughout the construction proces to prevent the movement of retaining and/or foundation walls until tire completion ofthe structural MAX. ON -CENTER STUD SPACING (in INCHES) standards. Under no circurnstance shait these engineering documents, nor any portion thereof, be used for any purpose until a) they have been reviewed, b) they have been . system. It is the sole responsibility of the contractor(s) and labor cOntributors executing the design(s) depicted within these engineering documents to adequately shore approved, and c) (an) apPi opriate petinit(s) has/have been issued to execute the design(s) depicted herein by the appropriate controlling authority(ies) or their designee(s). the walls throuiahout the construction process to maintain the inteizritv of the design(s). END-ZONE/INTERIOR ZONE: I . Furthermore, all construct:on arising from me clesignil,$) depicted within these engineering documents shall be Inspected as required by tire authorny�ies) responsible fur Llie I issuance of any permit(s) .nd shall pas , IS each required inspection before the construction progresses further. No Certificate of Occupancy (or similar statement of 8. The building site shall be cleared of all top soil and organic matter beneath the planned structure location, as well as for an additional five feet or more beyond the - I completion) shall be issuel for the strticture depicted within these engineering documents, nor shall the structure be occupied or otherwise used for any purpose, until such perimeter thereof. Unless otherwise indicated, all footings and flat concrete shall bear upon non-organic, undisturbed soils compacted to a density ofnot less than 95% time as the authority(ies) having juris'diction over the construction and/or occupancy of said structure have confirmed the structure is safe, sound and in compl�ince with all of Modified Proctor Maximum Dry Density (ASTM DI 557) for a depth of not less than two feet (24 inches) below the bottom of the footing I or slab; Or, upon clean applicable laws, rules, codes, etc., and " -consistent with the drawings, details, tables, references and specifications depicted within these engineering documents. GW-, GP-, SW-, and/or SP -class fills with any organic materials removed. Fill, as required, shall be placed atop non-organic, undisturbed soils (with the compaction COMPONENT & CLADDING PRESSURES (in psf)-Vsd or "ALLOWABLE: . ; ... I 15. It is the sole resDonsibility of the- e�ntractor(s) and labor contributors executing the design(s) depicted within these engineering documents to determine the proper thereof verified as previously referenced) and added in one loot k I., men) Ints and each Hit shall be compacted to a density or not less than 9_)-,.,o ot IvIodilied Froctor erection procedures . and sequences reouired to insure the safety of those providing the labor and materials necessary to execute the designs, as wic" as insure 0-�, soundness Maximum Dry Density (ASTM D1557). These minimum specifications maybe exceeded or superseded by either a geotechnical engineering report specific to the of the structure and its sub-elements'a�d/or components throughout the construction process. Furthermore, it is the sole responsibility of the contractor(s) anc .abor building site or at the direction of the Building Official, as deemed necessary to achieve the minimum required (2,000#/sf) soil bearing capacity, but in no case shall the contributors to provide appropriate and adequate temporary bracing necessary to maintain a safe, plumb and level structure during the construction process, until such time site be prepared to a lesser degree than that which is outlined herein. as all of the structural elements and components depicted within these documents are properly installed, inspected and approved. Bracing shown throughout these engineering documents is permanent,b , ra , cing and should not be confused with or substituted for the aforementioned temporary bracing. 9. All concrete slabs on grade shall be no less than the thickness indicated on the drawings (no less than 4" nominal thickness in any instance) and be placed atop I I I (minimum) 6mil polyethylene (visqueen) barrier installed in accordance with applicable codes and standards. Slabs shall be reinforced with either6x6 WI.4xl.4 � . I, A t1A JUil A r I, 11 I +;I 1- ,I - A- fl (ii - ffi i qtmi de ii withiri WWM, lapped not less than 8" at edges/ends, in conformance with ASTM A -I 85, or Fiber -Mesh reinforcement shall be used with minimum 2" fiber length at a rate of I I 6. Y et-to-be-instailed building matei ials - such as gypsum oar k Wa ) all 100 S fir, - - US - F 1, 11 these engineering documents shall be evenly distributed over an expansive area so that the weight of the uninstalled materials does not exceed the allowable live loads ofthe lb. per cubic yard of concrete, complying with ASTM C- I 11 6. floor or roof, Unless indicated otherwise within these documents, 40#/sf for floors and 20#/sf for roofs. I . 10. Minimum compressive strength of all concrete used for foundations, slabs, etc. shall be 2,500psi at 28 days. WIND 130/C PITCH >6/12 ROOFS (all values negative - i.e. "UPLIFT") WALLS (incl. Windows & I loors) Min. Rf Ht. 15' AREA (in sq.ft.) ZONE "3 " CORNERS ZONE "T' I END/EDGE ZONE"I" INTERIOR OVERHANGOVERHANG CORNER INTERIOR END ZONES NEGATIVE POSITIVE INTE� NEGATIV, 'I', ZONES � I POSITIVE <10 � -25.85 -25.85 -22.10 -37.46 -37.64 -29.60 22.10 -23.98 1 22.10 20 -24.73 -24.73 -20.98 -36.34 -36.34 1 -27.72 21.17 - . 1 21.17 50 -23.23 -23.23 -19.48 -34.84 -34.84 1 -24.91 19.67 -21.54 19.67 [ �100 1 -22.10 -22.10 1 -18.36 1 -33,72 1 -33.72 1 -23.04 18.73 -1 -20.60 , 11 18.73 1 WIND 130/c Iii RE Ht < 30' FINISH FLEX FLEXIBLE FINISHES (NOTSTUCCPI 2x4 2x6 2x8 2xlO PLATE HEIGHT (NOMINAL) #2 SPF #2 SYP #3 SPF 42 SPF #2 SYP 42 SYP #2 SYP 8' - 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 24I'/24" 91 24"/24" 24"/24" 24"/24" 24'I/24" 24"/24" 24"/24" 24"/24" 10, 12"/16" 12"/16" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" III 10"/12" 10"/12" 24"/24" 24"/24" 24"/24" _ 24"724" 24"/24" 12' 6"/8" 8"/12" 24"/24" 24"/24" I 24"/24" 24"/24" 24"/24" 14' N.P. _ N.P. 12"/16" 24"/24" 24"/24" 24"/24" 24"/24" 16' N.P. N.P, 12"/16" 16716" 16"/24" 24"/24" 24"724" 18.5' N.P. N.P.__ V/8" 8"/12" 12"/12" 24"/24" 24"/24" Ii N.P. N.P. 8"/8" 8"/8" 8"/12" I 24"/24 " r24i 20f N.P. N.P. 6"/8" 8"/8" 8"/8" 16"/24" 24"/24" 21.5 1 N.P. N.P. V/6" 6"/8"' 8"/8" 16"/16" 24"/24" 92 51 I N.P. N.P. f ___�� N.P. 6"/6" 6"/8" 16"/16"_ V/81I I 17. All materials specified within theslb engineering documents shall be installed properly, in a workman -like manner and in accordance with the directions and instructions I 1. Where indicated, cores or cells of block masonry (CMU) shall be filled with coarse grout or pea gravel concrete with a minimum compressive Arength ofnot less provided by the manufact�,,arer, or as cit,h6wise indicated by the code or associated product approval document. than 3,000psi at 28 days. I li, ' ' 18. These engineering doc Iments ha,%�q been prepared using the version of the Florida Building Code and/or Florida Building Code - Residential (along with the associated 12. Reinforcement shall be detailed in accordance with ACI 315, E etailing Manual. Minimum concrete cover for all reinforcing shall be as follows: MAX. ON -CENTER STUD SPACING (in INCHES) standards and design met"- ,-)dologies r6ferenced therein) applicable at the time of the preparation of the documents. As the applicable code, standards and methodologies are a) Concrete cast against earth: 31f END-ZONE/INTERIOR ZONE: '-fi-I . J,Iti _& , 1.f,�,* th- -n ineerin in- become outdated and invalid for use if the documents are not submitted to the local Dermittin2 and .Y 11 : FI, 5 2:1 b) Formed concrete exposed to earth or weather: 11/2" enforcement agency (and ubsequently'used for construction) in a prompt manner. Should permitting and/or actual construction be delayed beyond the applicable effective 3 date of the edition of the c,)de, standards and/or deign methodologies referenced herein, the engineering documents shall become null and void and shall be returned to the c) Interior slabs, walls, etc.: /411 J engineer, who may subse(,uently be coritracted to update or re-engineer the structure (as deemed applicable) to the current edition of the appropriate code, standards and/or 13. All reinforcement shall be conform to ASTM A-615 and be grade 40 (G40) unless indicated on the plans and/or details as grade 60 (G60). All longitudinal methodologies. In no casc shall these documents be used for permitting or construction more than one (1) year after their date of original issue. (horizontal) reinforcing in walls and footings shall be continuous aVaround corners and intersections, and/or matching corner bars shall be used. All longitudinal I .1 (horizontal) reinforcing shall be lapped at splices a minimum of 40 bar diameters (20" minimum lap for #4 and smaller reinforcNig` �,_.,.,_� all vertical reinforcing shall be 19. Engineering documen! ; such as thoge depict a design that is both impractical and economically unfeasible to fully test or prototype prior to execution. Assuch, extreme . I LECEND - A A ; .4 -P. i- f i beein a li" throu hout their re aration in an effort to minimize the notential for errors omissions and/or conflicts lapped at splices a minimum of 25". �al� i i ,,,-�ii ., " - � -i FF b 11 I, I . However, the very nature If the process provides opportunities for errors and conflicts to arise during the execution of the design(s). Because of the inhereminability ofthe 14. ALL concrete operations - including but not limited to mix design, mixing, transporting, reinforcing detailing and placing, placing, curing and testing - shall be done engineer to foresee every ,.jotential conflict, ambiguity, inaccuracy or oversight during the "paper" phase, opportunities do exist for the design to require additional effort in accordance with the requirements and application of ACI 301 `S pecifications for Structural Concrete." once construction has commenced. This, combined with the relatively low fee (relative to the cost of the structure) associated with providing the engineering services as I depicted herein, causes th engineer to I be unable to accept "back -charges" for errors or omissions contained within the design(s) depicted herein. 15. All masonry work shall be in accordance with ACI 530/ASCE.5/TMS 402 Masonry Building Code. I . , 20. These engineering d&. iments andt .4e designs and ideas expressed herein are an instrument of service and remain the physical and intellectual property ofthe engineer. 16. Concrete masonry units shall be ASTM C90-75, Hollow Load- Bearing Concrete Masonry Units, Type 1, Grade N- 1, normal weight, with a minimum compressive I For cause, upon notice, 1, documents shall be returned to the engineer in their entirety. Reproductions of the documents, the design(s), ideas and/or elements contained strength of 2,000psi (f in = 1,500psi). . herein are prohibited witt mt the expresstd written consent of the engineer. : . . 21. These engineering do( iments hav . e been prepared for the specific site or location identified herein, as relayed to the engineer by the client. The engineer b.as used 17. Mortar shall conform to ASTM C270 and be Type S. resources reasonably avai able to him,'�ased upon the information relayed by the client, to determine the appropriate wind speed and exposure for the specific site or 18. Grout, when specified, shall conform to ASTM C-476, with a minimum compressive strength of 3,000psi at 28 days and mixed to provide a slump of between 8" location of the constructicT depicted fkrein. Those resources reasonably available may include local government GIS maps and/or satellite imagery, wind speed maps and I V. published by the local cor..'rolling auth<y and/or the state DCA, and/or other commonly available maps and/or satellite imagery. The Building Official shall verify the wind speed, exposure and other design�c'riteria shown herein to be correct and code -compliant prior to approving these documents and authorizing construction from them. 19. Pre -cast and/or pre -stressed lintels, manufactured by CastCrete. shall be provided over all openings in CMU walls, unless specified differently on the drawings. The engineer shall not be .iable for an) felaims arising from inaccurate wind speed and/or exposure designations based upon the site or location information provided to him , by the client (or others), o,- for the accu � ri of those mapping and/or imagery resources used by him to aid in designating wind speed and/or exposure. Lintels shall be of adequate size, strength and reinforcement for the given span and loading conditions. I � . . , 1 20. Provide horizontal joint reinforcing in CMU walls at 16"o/c ve -tically conforming to ASTM A82 and ASTM A167 Type 304. 1 . .. . . I I SPECIFICATIONk":'. I �. . . ___ .� STEEL I I , WOOD FRAME WALLS ; I WIND 13o/c Mn. Rf. Ht. < 30' FINISH FAIT. BRITTLE 2x4 FINISHES (STUCCO , et al) 2x6 2x8 2xI0 PLATE HEIGHT (NOMINAL) #2 SPF 1 #2 SYP #3 SPF #2 SPF #2 SYP - 42 SYP #2 SYP 8' 16"/16" 16724" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 91 12"/16" 12"/16" 24"724" 24"/24" 24"/24" 24"/24" 24"/24" 10, 10"/12" 10"/12" 24"/24" 24"/24" 24"/24'I 24"/24" 24"/24" III 6"/8" 8'78" 20"/24" 24"/24" 24"/24" . 24"/24" 24"/24" . 12' N.P. N.P. - 18"/20" 1 22"/26" 24"/24" 1 24"724' 24'724" 14' N.P. __ N.P. 8"/12" 12"/12" 12"/16" 1 24"/24" 24"/24" 16' N.P. N.P. 6"/8" 8../8.. 8"/12" 16"/24" 24"/24" 18.5' N.P. N.P. N.P. N.P. 6"/6" 12"/16" 24"/24" 19.5' N.P. N.P. N.P. N.P. 5"/6" 12"/12" 24"/24" 20.5' N.P. N.P. N.P. N.P. N.P. 8"/12" 16"/24" 21.5' N.P. N.P. N.P. _ N.P. N.P, 8"/8 " 16"/16" . 22.57---T N.P. I N.P. I N.P. i N.P. , N.P. , V/81I I 16"/16" EXTERIOR STUDS SPACED AT GREATER THAN l6i SHALL BE SHEATHED WITH MINIMUM L'" (�" NOMINAL) SHEATHING 32 8 WITH VERTICAL APPLICATIONS & STUCCO FINISHES. MAXIMUM ON -CENTER STUD SPACING IS 16" WHEN USING -1" THICK WALL SHEATHING. 16 STUDS WITH MAXIMUM ON -CENTER SPACINGS OF 6" OR 8" MAY BE DOUBLED AND SPACED AT 12" OR 16" ON -CENTER, I RESPECTIVELY. DOUBLED STUDS SHALL BE FASTENED TOGETHER PER THE MULTI -PLY POST CONNECTION TABLE . _ 1.1 1. Steel elements shall be detailed, fabricated and erected in accordance with AISC "Specification for the Design, Fabrication and Erection of Structural Steel 1. Unless otherwise specifeally indicated within these documents, vertical wall framing (studs) may only be interrupted (i.e. broken, pieced or "platform -framed") when Buildings," 9th edition. FRAMING CONNECTOR SCHEDULE FRAMING -TO -FOUNDATION / MASONRN CONNECTOR SCHEDULE fullv-braced bv an interset ting sheathed floor system. Stairs stair strinfzers and some intermediate roofs do not quali as an "intersecting floor system" and should not be I used to support platform 1. aming unless specifically designed to do so and specified as such by the engineer. All vertical wall framing (studs) shall be continuous and 2. Structural steel shall be ASTM A36, except as noted below: H2.5 uninterrupted between polats of lateral, support. a) Pipe ASTM A53, Type E or S, grade B (4) Sal PER END * b) Tube ASTM A500 MTS12 2. All top- and shoe- or sole -plate material shall be #2 SYP lumber w/ maximum 19% moisture content. Shoe- or sole -plate material in contact with concrete ormasonry HTS20 . shall be pressure preservative treated. �. . 3. All bolts, anchor bolts and threaded rods shall be ASTM A307 unless indicated otherwise. 3. All vertical wall ftamino,.( . studs) - including "jacks" and "trimmers" - through 2x6 shall be #2, #3 or Stud Grade SPF lumber, as indicated on the plan(s) and/or table(s), z:` 4. Hex nuts and couplers/couplings used for bolts, anchor bolts and threaded rods shall be low carbon steel and meet or exceed the capacity of the corresponding ASTM w/ maximum 19% moisture content - except as noted or specified otherwise on the framing plans and/or details. All vertical wall framing (studs) larger than 2x6 shall be #2 A307, A36, SAE 10 1 8 and Grade 2 bolts. MSTA24 SYP lumber w/ maximum 19,% moistur, . 6 content unless otherwise noted or specified on the framing plans and/or details. MST37 (42) 16d TOTAL MST48 5. Hex nuts and couplers/couplings used for high-strength bolts, anchor bolts and threaded rods - ASTM A449 or similar - shall be heavy hex ASTM A563 grade DH. 4. All required 2x blocking in vertical wall framing shall meet or exceed the specifications for grade and species of the studs specified for the same wall, except walls that CS16 (30) 8d or (26) 1 Od TOTAL are specified as SYP and are also not de'signated as a shear -wall or portal frame wall may use SPF blocking. I . CORROSION & DECAY RESISTANCE: - HPAHD22 . 5. In some instances, these engineering documents may include a specification for a column within a wall where the size of the column exceeds the thickness ofthe wall as LTP4 (12) 8d x 1-1/2" TOTAL specified either in the stud table(s) or relevant notes. In such instances, any of the following three options may be used to resolve the conflicting thicknesses: a.) The 1. All structural members of wood or structural composite lumber c ither exposed to weather or in direct contact with the ground or soil - i.e. deck/balcony ' thickness of the adjacent wall framing my be increased so as to conceal the thickness of the column within the wall; b) The adjacent wall may be furred-outto athickness boards/lumber, joists, posts, etc. -shall be pressure preservative treated to a level rated for the specific application. Borate -based treated wood shall not be used as/for similar to that of the colur.in so as to conceal'the thickness of the column within the wall; or, c) The column and adjacent wall may remain different thicknesses and the structural members exposed to weather or in direct contact with the ground unless specifically rated by the manufacturer/treater and approved as adequate for the column "wrapped" with a -inish material (i.e. gypsum, etc.) and left semi -exposed into an interior space within the structure. Additionally, if none ofthe three application. (8) 10d or Ird x 1-1/2" TOIRUSS, (4) 1/4"- x 2-1/4" THEN SCREWS TO WALL aforementioned options ar�,- considered tobe practical, the engineer may be contacted and requested to provide additional analysis to determine ifan engineeredwood (2) ,10d x 1-1/2" TO TRUSS, (6) A"- 2-1/4" TITEN SCREWS TO WALL FGTR - (EWP) or structural steel (olumn may be used within the allotted wall cavity. . I 2. All interior wood and wood -based members in contact with concrete or masonry shall be pressure preservative treated to resist decay. � 3. All fasteners (nails, screws, bolts, etc.) less than V? in diameter nd in contact with pressure preservative treated wood shall be either liot-dipped galvanized (HDG) or � FIELD FRAMING I stainless steel (SS). All metal fasteners & connectors exposed to weather and/or in contact with corrosive materials shall be rated by the manufacturer for compatibility I with the application and/or corrosive material. The exterior use of any material treated with a pressure preservative treatment containing ammonia shall require the 1. Limited elements or are I is of the design(s) depi0ed within these engineering documents may include the label or reference "field frame" or similar. At these confined exclusive use of SS connectors and fasteners. The use of any material treated with the pressure preservative treatment ACZA shall require the exclusive use ofSS locations the engineer has determined that it is unr�ecessary to establish a demonstrable design for the specific application. These elements or applications may include connectors and fasteners. (1) 5/8" stairs and/or landings, pla, _t shelves, widows walk -��, radiused floors and/or walls, decorative or volume ceiling treatments and similar, non -typical construction and/or accessories. As such, the -,ngineer has deferred to the contractor or other person or entity responsible for the execution of the construction depicted herein to create his or 4. Stainless steel (SS) and zinc-plated/galvanized (i.e. Z -MAX, HGD, I I etc.) connectors & fasteners shall not be combined. Use, �,i:'�, _�-_- 1'.-Isteners with SS connectors. - her own design for elemei Is or applications specified as "field framing" or similar. The design(s) and execution thereof shall be in conformance with all applicable laws, Use only zinc-plated/galvanized fasteners with zinc-plated/galvanized connectors. rules, codes, etc. and shal -be to the executed folli satisfaction of the Building Official. , .. � 5. Regular inspection and maintenance of wood, wood -based and metal products used in structural applications and/or used in outdoor or other potentially corrosive 5/81, environments or applications is essential for continued long-term satisfacto ner rmance CLIP, TIE or STRAP FASTENERS or NAILS H2.5 (5) 8d PER END H5 (4) Sal PER END LIS (5) 10d x 1-1/2" PER END MTS12 (14) 10d or 10d x 1-1/2" TOTAL HTS20 (20) 10d or(24) 10d x 1-1/2" TOTAL LGT2 (16) 16d SINKERS TO TRUSS, (14) 16d SINKERS TO > & POST _ H16, -16S, -16-2 (2) 10dx 1-1/2" TOTRUSS, (10) TO>JPOST MSTA12 (I 0) I Od TOTAL MSTA18 (I 4) 1 Od TOTAL MSTA24 (I 8) 1 Od TOTAL MST37 (42) 16d TOTAL MST48 - (46) 16d TOTAL MST60 (56) 16d TOTAL CS16 (30) 8d or (26) 1 Od TOTAL SPH4, -6, -8 (12) 10d x 1-1/2" HPAHD22 (23) 16d LTP4 (12) 8d x 1-1/2" TOTAL A35 - (12) 8d x 1-1/2" TOTAL META20 (12) 10d x 1-1/2" I-IETA20 (12) 10d x 1-1/2" LGT2-MASONRY . (16) 16d SINKERS TO TRUSS, (7) 1/4"- 2-1/4" TEEN SCREWS TO WALL MTSM16 (7) 1 Od or I Od x 1-1/2" TO TRUSS, (4) IN"- x 2-1/4" TITEN SCREWS TO WALL HTSM16 (8) 10d or Ird x 1-1/2" TOIRUSS, (4) 1/4"- x 2-1/4" THEN SCREWS TO WALL H16, -16S, -16-2 (2) ,10d x 1-1/2" TO TRUSS, (6) A"- 2-1/4" TITEN SCREWS TO WALL FGTR - (18)1/4"- 3" SDS TO TRUSS, 1(2)1/2"-x 5" TITEN HD'sTO WALL [MSTAIii IM10III70FRAMING, (4) IN"- x 2-1/4" TITEN TO MASONRY NAILS / SCREWS TO FRAMING MEMBERS - HARDWARE/ CONNECTOR ASTM 3 07 (SAE 1018) ATR DIA INT LOCATIOMIEXTIAtONO MIN EMBED _ FOUNDATIONS MIN EMBED MIN EDGE EXTISTEM-WALL FOUNDATIONS CMV WALL TIE -BEAU / LINTEL MIN EMBED MIN / MAX ED01 � MIN EMBED I ED00 DIST (I 2) 16d ABU -44, -66 518" 1-1," I I- 2P T Y 12" 1-3/4" / 6" - N/A (10) 16d /EACH LTT20B & li 1/2" (EA) 41/4i�iIi/MIN 2- /� SPCG 5-1/2" 1!� �/ 2-1/2" SPCG 2 w/ 4" SPC'G 12" 1-3/4" / 6" 12" C.L,,,/MIN 3" SPACING (22) 10d SINGLEMGT 518" 5-1/2" 5-1/2" Y 12" 1-3/4" / 6" 12" C.L. 2� (22) 1 Od DOUBLE MGT (2) 5/8" 1 5-112 .1 9-1/2" Y 12" 3-1/2"/4" 12" C.L. (I 8) 16d SINGLEHTT16/4 5/81, 5-1/2" 7-1/2" 2" 12" 1 1-3/4" / 6" 12" . C.L. 2x (IS) 16d - DOUBLEHTT16/4 (2) 5/8" 5-111" 7-1/2" 4" 12" 1 3-1/2"/4" 12" C.L. 2�ii TANDEM LITT 1 6/4 (1) 5/8" 5-1121, 9-1/2" 5" 15" _ 1-3/4" / 6" N/A �i Q�) (32) 16d Sinkers SINGLE HTT22/5 5/81, 5-1/2" 9-1/2" 2" 15" 1 1-3/4" / 6" NIA V� g�4 2x (32) 16d Sinkers DOUBLE HTT22/5 (2) 519" 5-11'." 9-1/2" 5" SEE PLAN 9 N/A �:) (20) V4"- x 2-1/2" SDS SINGLE HDU8 7/8" 8.. 1 81. 3" 13-1/2" 1 3-1/2" / 4" 13-1/2" ___ TT __CL - 2x (20) V4"- x 2-1/2" SOS DOUBLEHDUS (2) 7/8' 8.. - 13-1/2" 3" 13-1/2" 1 3-1/2" / 4" 13-1/2" 1 C.L. (30) Y4"- x 2-1/2" SOS SrNGLEHDUII 11, V 15.. 1-3/4" SEE PLAN , -.1 I.." I"'VV -, . I .,,-Z 50 ROOS--_VELT'1,4.LVQ,: -��, I - - I I - I_ � N/A I - I rl�.;� I J"_1 F)M�&Irig ,_ 'i � - . I . - 1 2x (30)!/4"- x 2-1/2" SI)s DOUBLEHDU[11 (2) 1" 151. 15.. 4" SEEPLAN � N/A L of (36) Y4"- x 2Y2" SDS SfNGLEBDUI4 11, 91, is.. 31, SEEPLAN N/A __ 2x (36) Y4"- x 2Y2" SDS - DOUBLE HDUI4 (2)1" 15.. 15.. 4" . SEEPLAN N/A (16) 10d HGT2, HGT3 ---t(2) (2)3/4" __ 7" 11-1/2" 1 31. SEEPLAN 1 11-1/2" L� (16) Did . HGT4 3/- 1 7" . - I., 1 3" 1 SEE PLAN I 11-1/2" 1 C.L. ::71 "FRAMING"and TRAMFNG-TO-FOUNDATION" CONNECTOR SCHEDULE NOTES: I X_ GUARDRAILS, HANDRAILS AND SUB-ASSEMBLIES/COMPONENTS THEREOF . I ,� (POSTS, BALUSTERS, ETC.) SHALL BE COMPRISED OF EITHER A PROPRIE Y e THIS DOCUYENT, ALONO WITH S MS S AN INSTRUMENT OF ENOINEER'S SERVICE FOR THE EXCLU,SIVE U,5E AT THE PROJECT TITLED HEREIN. INFORMATION DERIVED FROA1 THIS DOCUAIENT, ANDIOR ASSOCIATED DOCUMENTS, MAY WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE - � --- . _ ---- REV, DEN77E8WRRPflaFbN / - -9 - - 4 - . The CASTILLO Group L��,�� -- ..: '0 . .. _ ":., A FI -id, C-porati- 5 " �, Designers � �� - :., :,"t". . -- ::. 4!.;�' �.,� �!�;� 11 I �1, , �,� 1� ,_ Engineers .. N � ,.- 1:2 _: ...... �,_ ..i�,' ". 655i ,:'. �, z��_`:: evelt Blvd. f �,110-1�, 1-1 ..1-1. -- , , , , , , I � "I N', � , �, � , � , , , , , , Jacksonville, FL 32244 �Ii�.,.-� �1,�� I � - . 111'1 , 71, ', ", , � (904) 772-61oo ,�� 1, , ,--..FL CoA No. 29015 , _� � �. ", � .- '111 ;", 1� 1�1.* 11� �2) � �_4 C:� ic/� 4_� �� , Q.) 0 >i I., Pii E--� = �_i C/� 2 0 C ) - 0 i �) .'-) V� �� C/� �-4 C) 0 ,-., A!� 91-i Pi . > �� - C !� ,iii �:) 4� ,--i 4-i �� III\ 1IIIiiiii Qiii #I\ ,c� W 4� Pi > CA �-� (= P4 i ic/�, 44 r ... i �� I pi 0 ,ii W cl, �� �� E �.ii e!� ic� 9 C �-) (= i r -ii �4 ,--- C/� , �i Q�) -e!� �� el W W P_i �) W 44 "� ,� 0 P-� Z , C/� E -ii r-, V� g�4 �� = r -Iii �-) �i N " 4 M �: �> 0 U r -ii 1 Iiiiii C/� N -<� 9 W ,\ �� ci �'_) �:) C� ii� CJ N p4 F -ii U <� C) �:) kr� W ,= �_4 P4 P -i = ri 4-� - U� DESION MEB DRAFT MEB - CHECKED EAW - ,3CALE N. T.;3. . DATE 10.9.2015 JOB - NO. 15-199 _ 11 ,�QYT NA _ i Project Engineer: _ , .1 I I - I , I _-1 I I __ 1, 1. j I- - _� C: I - - I I -1 - E140,belh-K."'Woodwalri PE- ". I I . '. Trofe�-sionp.F'Engine6r -- . - � I - _\ - � - L, 8 No. 61.94?- , � I en�, - I -_ - I A I 4 - - �� - I , 11 1, I i I /1%, __ � , , , I _', I , -Irl , " I , " " M. 6 , C . , "I . I _�V�11 4:�i , -4 , , , , -.1 I.." I"'VV -, . I .,,-Z 50 ROOS--_VELT'1,4.LVQ,: -��, I - - I I - I_ � , r�, 244" VJ e-JACKSO."i LLE,:� L-322 ,, . I I - I rl�.;� I J"_1 F)M�&Irig ,_ 'i � - . I . - 1 ', _ r_1!iI - -: "'l-, �� � - � , I I CA ,54HEET I � 4 L of __ :_J 1) USE SIMPSON AT ACRYLIC TIE TWO-PARTEPO FOR ATR -TO -FOUND. CONNECTIONS U.N,O. SYSTEM WITH APPROPRIATE/APPLICABLE FLORIDA PRODUCT APPROVAL(S�) -�� 2) ALL DIMENSIONS (ROD DIAMETER, EMBEDMENT, EDGE, ETC.) ARE NIINIMUM DISTANCES U,N.O. OR OTHERWISE BE DESIGNED BY A FLORIDA -LICENSED PROFESSIONAL r\ D -DOWNS REQUIRE MINIMUM 8" SPACING BETWEEN AIR ANCHORS U.N.O. ENGINEER TO THE DESIGN CRITERIA STATED IN THE APPLICABLE CODE. T I � 4) EDGE DISTANCE DIMENSIONS TO BE MEASURED FROM THE EXTF.TUOR FACE OF THE FOUNDATION, CURB OR PRODUCT APPROVAL REPORT AND/OR SHOP DRAWTNG(S) AND ASSOCIATE CMU WALL TO THE , OF THE ATR ANCHOR DESIGN CRITERIA SHALL BE REVIEWED AND APPROVED BY THE E.O.R. PRIOR ...... . ... . . . ............. . _.._.._____- 5) MIN. EDGE DISTANCE DOES NOT APPLY AT INTERIOR CURB LOCA- IONS ONLY IF THE MIN. EMBEDMENT IS TO CONSTRUCTION. . . . . ............... ... -------- MEASURED FROM THE LOWER SLAB ELEVATION �_ 6) ALL PARTS / MATERIALS TO BE INSTALLED IN ACCORDANCE WITI I MANUFACTURERS INSTRUCTIONS & DIRECTIONS I I I ....... ___._____..._ ------- ---...--,--- 7) ALL NAILS SPECIFIED ARE 'COMMON" SIZES U.N.O. ... 11 .................................................... . ......................... 1 8) MINIMUM ROD SIZE/GRADE, EMBEDMENT & EDGE DISTANCE SHOWN ON PLAN SUPERSEDES MINIMUMS SHOWN _____ i ONTHIS CHART OFFICE0 COPY ........ . . ................ . . . ____________.__ ------ - .......... I ........ � � 9) MINIMUM EDGE DISTANCES OF 4" OR MORE REQUIRE MINIMUM 6" WALL FKAJMVIEWED FOR CWFw COMPLIANM . IV) MINIMUM 8" SPACING BETWEEN META- or HETA- ANCHORS U N 1). .................... . .......... . . ........................................... . .... . ........ . ...... . ... . ....... . . . ...... - I I 1) MINIMUM 1-1/2" EDGE DISTANCE FOR TITEN SCREWS CITY OF ATLANTIC 13EACH � . I I - . I . 12,MINIMUM4 EDGE DISTANCE FOR THEN s I . .............. . . . . . . .................................................. ................................................ � I see PERM"s Pon *150"10ilift --- . � I REQUIREMENTS AND CONDMONS I ! I I .. 1% ' I I .1 R EVI EWED SY-._A1')g_ 0AW-,Lt`&1f I I r1l I . I V - : 11 I 73 - 01. > *RODS AT MAX. 5' „ { _ RODS AT_MAX. 5_0 o/c ....:__:_ THIS D lo 2?_,......___._ 7� RODS AT MAX. 5 8 O/C. H S OCUMENT, AIANG WITH » 20 � I I $OClATED DOCUMENT$, !$ — 0 1 1 L AN INSTRUMENT OF T2 T16 S ST 2J 2 2 2x PORCH PADS TO BE. PORCH PAD 8 C S TO BE. 20"x20"x16" W/ 2-#4 S „ " 20 x20 x16 W/ 2 44'S BOTH WAYS BOTH WAYS T16 - ,> - „ >- N >0 0 6 6 6 64# >0 0 T7r 0 16 -------------- r _ I. F o � , • >- ^� i -1 _ I I I 7 I I 8 10 8 10 I T16 ! I ^ a Q ST2 ST2 ST2 ST2 Q If I O II o III I---- ------- - i- T16 i I O ST2 .. ....... - ............... ........ --- -- I I F~ T16 H I I 1 8/10 8 10 8 10 I r_..7 c_ �2: / / �2 � II N I I q q ST2 ST2 T2> o Kxv s ,> r I - * T16 N I I g. -O.. 11 0 x IATTENTION I J w i I REF L-----------' • > I ER TO DETAIL B/S1Fi L____ 11 0 I I I BRACKET ENGINEERING - T16 AT REAR PORCH FRAMING.I 'Iz —I 0 I I I - I I . 9 0 I- , l T16 2 MTS Ml 'y¢ TO 3 I #2 @ PY I z I 1` 2x4 POST w/ 1 HYBR U �- O ID c� q(2)2x8-1/2 T16 a ST2 I I I ----- - �Z I' _ I i W FU1 — __— ^ U BIdl1 II 1 I i 1 I I q x b I % ^C)O1 N w -.- 8 10 ------- - � U I 3 \11 r co T2 3 � _..._..-- --- 1 ST2 I 4 co S w ,I 11 ST2fe - I 7 I I I I 7 i � ,, q _ ._....__.._._._.J nI x + + I I+ � r L, CIO ST2 � � I I I I -� � •�w ,I w ;, Mld' I Ir'Nd' \ W r-•. 1 w _ < J 1 N I I N I I 1 � M Q W I f � U 1 1 - - ---`---_..— — — U .-IN 30 x30 x16 W/ n " „ L+ -d-' � o v� .. v� 2 .---- -------I----------- ---- ---- — ---- -- - i-' Tl)"00"X16" 30 x30 x16 W/ I 30 x16 W/ ,... � 1 n ------------------------- 344-S BOTH 3-#4 S IN THE 3-#4 S BOTH I I I ---J i I I WAYS I I I I _ : SHORT WAYS w o 20" WIDE x 12" DEEP I I DIRECTION & 0 Co oo NTEGRATED CONCRETE 4-#4'S IN THE oo I I I I q W H 8 10 8 10 1 / / I I 8/10 8/1 l LONG FOOTING W/ 3 #4 CONT. q O I ST2 ST2 I. ST2 I I SIMILAR 1 O DETAIL I DIRECTION I I ST2 ST CX-.._. ...... -__-...._F.;�;1--------- 12/S I2 EXCEPT AS I I q �1 A ---- O I x n 1 O N LJ �---- II NOTED HEREIN I : x \ 00 .._ ..----- ---_r.. .. rl I r _ ST2 z O I N I I r� r- -1 * ---------------- -' F121 I I I N I w I OZ o N 11 i I x - _0„ 2,-2„ 13'-10" 4'-0" 12'-6„ I I 12'-6 4'-0" 13'-10" „ U ti -ei - n2 — 2 2 4 0 - „ I I I I \w o¢ o • 4 CONC. SLAB I I �' oo I U REINFORCED W1 EITHER I I I I I I 1._�-_ _ 00 q - - ---- --- — 6x6 10/10 WWM OR FIBER I I I I I I I ,� FT3 - - ( w r-1 MESH ON 6 MIL VAPOR I I I I I I I I v > O I I 11 I N N o „ °O ------ -- [ U -1 o I I o - -- F ., BARRIER OVER CLEAN I I 4 CONC. SLAB � _______-__ - _._... . . > I I I I — � M I q MPA EDF I I CO CT ILL. SEE REINFORCED W/EITHER i i � N N I w 1 11 I N o I I 6x6 0/10 WWM OR FIBER NI oF05(3)DRAWINGS AND 12 12 MESH ON 6 MIL VAPOR o a v SPECIFICATIONI, I I I INSECT AND DECAY ST2 BARRIER OVER CLEAN, I _ I ^ \ COMPACTED FILL. SEE __ co 4 CONC. SLAB ... .. 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' _ I I I N II II1 N R - -U- - wq- - F 2__ W/ 3 #4 CONT. PRACTICES. PROCES ES CONSTRUCTION LTT20B TT20B. @ - STUD SIMILAR TO DETAIL - ..x oa- H� —wx- �-�- �aH 1 EAMDSETR A 1W 2 8/10 12/ST2, EXCEPT As AND TREATMENTS PRACTICES. PROCESSES> 8/10 w 2 --BASE'FOA..T,R..- --rFACHJACKTO MEET APPLICABLE C DE AND TREATMENTS TO O SEL DETAIL A HST2 NOTED HEREIN. ST2 w MEET APPLICABLE CODE N REQUIREMENTS. LTT20B S /@T ( U 1_ DRE UIREMENTS. 2 2X6_CONT._13/00 1PLY#2SYP2x8 BASE TO A.T.R).20 WIDE 12 DEEP LEDGER F178/10 INTEG TED CONCRETE . LOCATED SHEATH PORCH SEIDETAIL A CEILING PER ___-.. ST2 FOOT W/(3)#4 CONTtROOFt_----- --- ------ ----- 8/10 � --� O' o DETAIL Q/STI - — - ENGINEER'S 5ERVICE FOR THE T1 6. { EXCLUSIVE U,9E AT THE 00 PROJECT TITLED HERE IN. X INFORMA TION DERIVED ! ED FROM I THI$ DOCUMENT, AND/OR N T168 ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER _ ! WORK(S) OR PROJECT($) 1sc WITHOUT THE EXPRESS' WRITTEN PERMISSION OF THE _ I PROJECT ENGINEER IDENTIFIED BELOW, 16 I REV DESCRIPTION 1 s 1 MEB2.24.2015 o ' o I 2 16 �¢ _ 3 16 h 9 q 16 w *ATTENTION* The 1 : REFER TO DETAIL B/S1 FOR - - CA T S ILL B O 'BRACKET" ENGINEERING 16 AT REAR PORCH F ! ,. RAMING. Group.,.. 16 AFI.ridaCorpomtion I Designers ; - ---- i 1s 2 2x8-1/2 Eng neers q a - -I 6 o Roos v s , FII1 c4 55 e elt Blvd. a O q x Jacksonville, FL 32244 (944)772-6,00 � _.._..... - qqFL CoA No. i o> I, 9 5 I _ x H U =7'i w I U C7 F02 6 n 1 --ter-- -------------------- ---.._._--------- ------------ � ----- as w rn E~ 77-1 -a q iI q J I _ s.... .. ......... _- .._ _..._ _....__-.. .._..._. _ � ...:.._- -- - ...Lz]--_ -- - --- -- y a0 x E-1 0 - F04 F09 90 W O m q � 00q N 1 _—_.__ M � � x d' I �w 0 1 MSTA12 @ C4 O W _-- ...._ EACH_JACK TO q O q F. 2ply 42 SPFO O H n LTT20B2STUD U z _ d 2x4 POST --- - @ F1 - - - - - -------------- -- -F07 -- W q O x O U FO SITE DETAIL A /Sl O 2 2x6- - CONT. 1 /3 cG 1PLY 42 SYP 2x8 w q � Q I w � LEDGER H 0 H /T L LOCATED AT SHEATH PORCH a 4 SI ILAR TO DETAIL RAFTER(S) & p v ^ w O - w o CEILING PER U x ROOF W RAFTER(S) i I ST2 r � Z u z 2)2x6 CONT. -1/3 -- - -- - — ........ _.....__ ......, o � � & 1 i /ST2,EXCEPTAS I CEILING z q w q Z DETAIL O ^ I w _ _ '1l z CEILING ^ NOTED HEREIN. 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I , 1 O ACH , n- t JA w 1 C / S 1 is I I , -II I : v I JAC T I , 3/ 6-011 O H DER I I I - -- . -- i Q o MSTAl2 ON CH U I I _ AN 1 _... CS I ` . r"r'1 -- - : I JACK HEA ER I r l II o r : EA POS' ASE C? N N I I , CO VENTIONAL FRAMING I ,. NG NOTES � AND 1 CS 16 , V 1MAX. I , M TO T D I1 � U B OWI I Il I I : n I I , II 1� I EAC OST B E n I I S I \1ST L I I 00 VEL I JG ALL MATERIAL #2 SYP ,I S U.N.O.U.N.Q I TO BEL WIN , I I LI I I � v J' I I , 1 TF RL l` S O EL. ALL RAFTERS d ! H RS 2x6 24 o/c U.N.O. l � GIS , I I r I I 1 f I i II A L CEILING JOISTS 2x4 24 o/c U.N.O. o A, I1 q N I O : u \ 1 , , i I I 1 v G_ I R C USTER 5 .131 x NAIL _ ..� ._-_ - \ : 3 S EA. ROOF I DES r ,,, IGN MEB „ RAFTER TO CEILING JOIST------------ - --- \ � L, � U U I I ; 2 DIA.x8 L. SDS FROM I _ v � _ i ( ) a \ r INTERSECTION. o 0 TOP 4X6 INTO 4x4 i ._.._ -- _, - __......_.. _- DRAFT MEB i i o o o II o ! 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STAT EA H POS I @ MIN. 3PLY #2 - _.. @ I I � '`cf{iUKSON v rLL T1 -TO- # I, _ I MST 12 CHP ST ` -- _,.t=t4 -- � � , I 3p 2 SP 2x4 :I ! T12 O 3 1 :#2 SPF: x4 ; I � @ STUD TO SILL PL. AS BASE O HE DEER „ p SPF 2 6 STUDS j X � in � ( I � 1 > B �: , �: A E T I I O FADE 9 R rte. 0� 6`8TJ 6 79 DIAM TER FULL LENGTH THR + I P ST w/ 1 HYB ID 1j n 2, z EADED ROD ANCHOR�BELOVI.) PO T w/ .7HYB D I -SHOWNI I : I I }, I I / I I BEL W. W/ E BEDM HREA ED R : 6 ENT AND 2 EDGE AT D D I FOUNDATION / � I I p : I T' REA D R 0 O C b I .. , 1 I , .- In �n I I I O n X I , AND xl + ASS BL 3 3 0 a. SLOTTED WASHER Y. __ � S ER FENDER k� HEE ASSE BEY. i :I : n r T O g ( � S A a , I � , I I v CJ6 , I � WASHE ATOP UPPER -MOST TOP PL. ASSEMBLY: _2.._._- -_.._._ .... _.1...___--._ - _ .._ _____ _ --- � T12 I : I 2x6- ON -1 /3 ! t _ I : _._ _..---------------- -------..._._.. - - -- -._ _ ...---- --- _.. 2x6 CON . 1 /3 , ; t„ „ g" TO g" IAMETER HYBRID THREADED ROD ASSEMBLY. T 1 (2) a DIA.x6 L. 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WORK(S) OR PROJECT($) 1sc WITHOUT THE EXPRESS' WRITTEN PERMISSION OF THE _ I PROJECT ENGINEER IDENTIFIED BELOW, 16 I REV DESCRIPTION 1 s 1 MEB2.24.2015 o ' o I 2 16 �¢ _ 3 16 h 9 q 16 w *ATTENTION* The 1 : REFER TO DETAIL B/S1 FOR - - CA T S ILL B O 'BRACKET" ENGINEERING 16 AT REAR PORCH F ! ,. RAMING. Group.,.. 16 AFI.ridaCorpomtion I Designers ; - ---- i 1s 2 2x8-1/2 Eng neers q a - -I 6 o Roos v s , FII1 c4 55 e elt Blvd. a O q x Jacksonville, FL 32244 (944)772-6,00 � _.._..... - qqFL CoA No. i o> I, 9 5 I _ x H U =7'i w I U C7 F02 6 n 1 --ter-- -------------------- ---.._._--------- ------------ � ----- as w rn E~ 77-1 -a q iI q J I _ s.... .. ......... _- .._ _..._ _....__-.. .._..._. _ � ...:.._- -- - ...Lz]--_ -- - --- -- y a0 x E-1 0 - F04 F09 90 W O m q � 00q N 1 _—_.__ M � � x d' I �w 0 1 MSTA12 @ C4 O W _-- ...._ EACH_JACK TO q O q F. 2ply 42 SPFO O H n LTT20B2STUD U z _ d 2x4 POST --- - @ F1 - - - - - -------------- -- -F07 -- W q O x O U FO SITE DETAIL A /Sl O 2 2x6- - CONT. 1 /3 cG 1PLY 42 SYP 2x8 w q � Q I w � LEDGER H 0 H /T L LOCATED AT SHEATH PORCH a 4 SI ILAR TO DETAIL RAFTER(S) & p v ^ w O - w o CEILING PER U x ROOF W RAFTER(S) i I ST2 r � Z u z 2)2x6 CONT. -1/3 -- - -- - — ........ _.....__ ......, o � � & 1 i /ST2,EXCEPTAS I CEILING z q w q Z DETAIL O ^ I w _ _ '1l z CEILING ^ NOTED HEREIN. 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W ST2 2-#4'S BOTH 'ST2 RAFTERS &CEILING ^ ^ � > _ I WAYS I I ^ 1PLY #2 SYP 2x8 LEDGER. ca o >0 0 90 0 WAYS 70 - 0 >0 - 0JOIST(S)►' `I L _ L _ UNI T B I.JNIT C r F_ -1 r LOCATED AT ROOF FASTENED TO EA. VERT. ^ I ----�---- - rT1 -I L - - - - _ -I L - - _ - - RAFTERS &CEILING M ❑ ❑ ❑ ❑ ❑ -1 ❑ WEB MEMBER IN TRUSS TO1 2 1st FLOOR STRUCTURAL PLAN O .> > INY' JOIST(S) _ ,. - >, » W/ (3).131 x3 NAILS EXPA IO T 0 > 0 — ,, _ , „ !--•� Z >� > > » ,. ! XPANS�ION MT. S1' - _ FASTENED TO EA. VERT. ^ _ z 3/16 1 0 [ ^ $ION T 8 3 1 DXPA1�" ^ I WEB MEMBER IN TRUSS TO 4 Q „ „ > > W/ 3 .131 x3 NAILS I _ ROD � SAT MAX. 5 8 o/a CONVENTIONAL STRAPPING PER DETAIL A/STl � �� n *RODS AT MAX. 5 -8 o/c. : I 2 _ _ x6 ON 1/3 I tAIT B ' 2 2x 1 /2 2 2 6 C0 T. 1/ I ITA UNIT CLTNUNIT I � I !!, 2 2 8.1/2. M -..... r� I II 11 fes• I i . L, b N a I I I I 00 10 : I � 4 1 2 #2 4 SP -- I I T08 I PY I ILmll�,I -r -. FOUNDATION JAC S w/ OUN ON PLA JII5 W N ( ) I MIN. 1 2x4 SPF II' Ii I CJ05 Y T08 MS A � :. I , 1 O ACH , n- t JA w 1 C / S 1 is I I , -II I : v I JAC T I , 3/ 6-011 O H DER I I I - -- . -- i Q o MSTAl2 ON CH U I I _ AN 1 _... CS I ` . r"r'1 -- - : I JACK HEA ER I r l II o r : EA POS' ASE C? N N I I , CO VENTIONAL FRAMING I ,. NG NOTES � AND 1 CS 16 , V 1MAX. I , M TO T D I1 � U B OWI I Il I I : n I I , II 1� I EAC OST B E n I I S I \1ST L I I 00 VEL I JG ALL MATERIAL #2 SYP ,I S U.N.O.U.N.Q I TO BEL WIN , I I LI I I � v J' I I , 1 TF RL l` S O EL. ALL RAFTERS d ! H RS 2x6 24 o/c U.N.O. l � GIS , I I r I I 1 f I i II A L CEILING JOISTS 2x4 24 o/c U.N.O. o A, I1 q N I O : u \ 1 , , i I I 1 v G_ I R C USTER 5 .131 x NAIL _ ..� ._-_ - \ : 3 S EA. ROOF I DES r ,,, IGN MEB „ RAFTER TO CEILING JOIST------------ - --- \ � L, � U U I I ; 2 DIA.x8 L. SDS FROM I _ v � _ i ( ) a \ r INTERSECTION. o 0 TOP 4X6 INTO 4x4 i ._.._ -- _, - __......_.. _- DRAFT MEB i i o o o II o ! I I _ COUNTERSINK MAX.0 - - ( X. 5.3x3 TOENAILS RAFTERS & O @ , -_-- I CHECKS CEILING ING JOIST TO LEDGER. -------------- --- --- I : , d " , I ' RADITIONAL HARDWARE 1 MSTA24 EA #2 P T S F n (, @ LJ _ _� _.__ - SCALE APER DETAIL C/STI. v 2X6 STUD TO HDR I I , E� E-� 1 H2.SA EACH RAFTER r I E-+ H � , TO HEADER I _ - � _ _ _ r --- -- --- �! MIN. 5 PLY SYP STUD d I I I DATE 0.9.2015 TOP PL P o I : PACK IN WALL. q q q O I _ 1 LY #2 SYP 2x8 LED I 4X6 GER LOCATED AT EQUAL I I Q 0 ---, r 1 O L.___ O ; I 1 O - O i _ _ ._ � JOB OOF RAFTERS CEILING I & C L NG JOIST s s x ___ 1 I No. 75 799 O (> ,I x, x ( o 6 „ �t I F TE E 7k S N D TO EA. 16 O/C MAX. VERT.: _ O l l- , U N3 n O I I I . '7 : FT. I F AMING MEMBER W/ 5 .1 1 I I o NA � 3 x3 NAILS , F� „ „ N IP I 1 0 2 DIA.x8 L. SDS � I , ) a _ O I I I : N i NTN O _ ..: , CO I UOUS I 1 z : I I SCREWS WAN 10 OF TOP , I I ( i : 1 :. _J Project Er1 1I7 er. HDR PER PLAN. - -- - ---- ---- - . OF HORIZ „ „ � I 4 8 AX. a � w I h MN/ M 0 o q J � _ _: C f] , O Y I I H 1 I E a f� b A. Woodwar P : II c � I z y � , q,. .. -, Q L I < 0 I I I � I � I � I -� � � w: I I , . o � o�esslQl,�l En (neer a x ; 1, I o , ,, 9 t q is WALL AN HORAGE LEGEND I -1 I �: 1 I , : I � a DIA.x8 L. SDS SCREWS � � :: I I x /� I I -- U anNo X194"w O ----- - -- - - - ----WINDOWAT 8 O/C O (1„WINDOW PENIN „ IIO GCOUNTER UNK MAX I I2 )5/8 DIA ETER THREADS .4 1 I x4 #2 PF JA KS D ROD ASSEMBLY w/ 7 1/2 P Y Ir�--� --- IN 4 1 2x4 SPF J CKSP NINY O E G o i 6 1... I I IJ I I / 1 M TA 1 -, EMBED ENT INTO F 2 IN H O OUNDATION AND COUPLINGS. � I I r I _, I w/ 1 STA1 ONE CH I MTS 2 s OR 2 I O ,, ;, A ,� ! , „ „ t „ ) ) u u 2 MTS 1 s OR J CK TO EAD AND 1 ^�5�0 +1 AS RE .3x3 x/ ROUND HOLE WASHER ATOP � � ROOSE'-� �T I�L ACK O HEA E - I Q a ! O � � RA D 1 STA24 TR SS O �j� , @ MS A24 s TRU S 1 SP6 EA. #2 SPF 2X6 - ; L I .• /+ O _ _ __ UPPER OST TOP PL. ASSEMBLY. STAT EA H POS I @ MIN. 3PLY #2 - _.. @ I I � '`cf{iUKSON v rLL T1 -TO- # I, _ I MST 12 CHP ST ` -- _,.t=t4 -- � � , I 3p 2 SP 2x4 :I ! T12 O 3 1 :#2 SPF: x4 ; I � @ STUD TO SILL PL. AS BASE O HE DEER „ p SPF 2 6 STUDS j X � in � ( I � 1 > B �: , �: A E T I I O FADE 9 R rte. 0� 6`8TJ 6 79 DIAM TER FULL LENGTH THR + I P ST w/ 1 HYB ID 1j n 2, z EADED ROD ANCHOR�BELOVI.) PO T w/ .7HYB D I -SHOWNI I : I I }, I I / I I BEL W. W/ E BEDM HREA ED R : 6 ENT AND 2 EDGE AT D D I FOUNDATION / � I I p : I T' REA D R 0 O C b I .. , 1 I , .- In �n I I I O n X I , AND xl + ASS BL 3 3 0 a. SLOTTED WASHER Y. __ � S ER FENDER k� HEE ASSE BEY. i :I : n r T O g ( � S A a , I � , I I v CJ6 , I � WASHE ATOP UPPER -MOST TOP PL. ASSEMBLY: _2.._._- -_.._._ .... _.1...___--._ - _ .._ _____ _ --- � T12 I : I 2x6- ON -1 /3 ! t _ I : _._ _..---------------- -------..._._.. - - -- -._ _ ...---- --- _.. 2x6 CON . 1 /3 , ; t„ „ g" TO g" IAMETER HYBRID THREADED ROD ASSEMBLY. T 1 (2) a DIA.x6 L. SDS FROM T11 1„ DIAM TER ANCHOR „ BACK. zw/ 6 EMBEDMENT AND 2 EDGE I. I t 3 3, T14G - - AT FO DATION, w/ 1 -to -'REDUCING COUPLING TO __------------------ 2_______ -, - -.__-_..______-.1 _t _ _- __ —_ I I T10G " „ 1„ i DIAME ER FULL HEIGHT THREADED ROD w/ 2 x2 x _ _ s 2 2x6 CONT 1 -------------- ---- i \ --- �.. .FACE VIEW WASHE ATOP UPPER MOST TOP PL. ASSEMBLY. UNITA____T13G _ _ UNIT D 2 0 4. 2 2X6 ONT. 1 /3 .f Zm 1/2 DIA A.T.R. I \ I _ ,,IT 3 X3 ,WSHR &NUT s DIAM TER THREADED ROD ASSEMBLY w/ 4 LTN B EMBED ENT INTO F STRAP ALL I O OUNDATION AN SECOND D COUPLINGS A : SIT -,C- CONVENTIONALLY , @ EA. SIDE OF ,F 'RODS AT MAX. 3'-10"o/c. RE ,D „ i„ COLUMN, AS Q x2 x8 WASHER ATOP UPPER -MOST TOP PL. FLOOR ROOF BEARING SHOWN: ASSEM LY. I WALL T B S O BEAMS / a2nd FLOOR STRUCTURAL PLAN ! 3 REAS PORCH FRAYING � W LIQ :I)0 W HEADER DETAIL' .� DLT A I L HEADERS BELOW PER _ SI S1 ,� S1 �� �_ 1t DETAIL 3/16 1 0 .,: A/STl. I SHEATHING THICKNE55 & -ATTACHMENT SCHEDUE . 7/16- THICK (MIN.) (24/16 HEADER, ADJACENT TO - SPAN INDEX) ARA- OR TOP I - PER CALL - - x ---,-- - - x - -_ - - x - - -_ - - x . � x x x ..--.---.----- � _+ *WALL SHEATHTNG* TECO -RATED WALL SHEATHING SPH4-6-8 CONNECTORS AT 1� - - 1 R1111F S FATHTNG / (1) ROW OF Bid NAILS 0 i " Mil . OUT ON STRUCTURAL TOP >-TO-CORNER POST + t - - - - - -- - - ------- - - WIND � � I (supporte 24" Ir, ) (supported@ 1 6" OX; MAX.) I -�� . �- (1) ROW OF - 10d NAILS 0 8 PLAN, I ASSEMBLY AND 0 TOP SPEED & , . ; 8d RIN(' , SHANK NAILING MIN. THICKNESS (SPAN INDEX) 8d COMMON NAILING �; " . " iOd NAILS " r- 4 4 / O.C_ STAGGERED TOP >) AND AT BOTTOM OF . I . . >-TO-HEADER 0 MAX. 32"o/c. I �� MIN. THICK I NESS I PERIMETER] HORIZONTAL �ERT APP. W11 VERT APR. INT I 41 0 4" O,C, I. AS SHOWN, EA SHTN'G (IN TO HDR.)_ NO I .. - EXPOSURE' ' END . ,- (1) ROW OF I � \� 7 _\J U I., [- OUTSI `� : �2 1 (SPAN INDEX) ZONE ZONE I 10d NAILS 0 STAGGERED, PLY. ADDITIONAL >-TO-HEADER : ZONE ENDZONES APF L W/STUCCO CONNECTORS REO'D w/ TRUSS . GARAGE. � 7/i6- STRUCTURAL .. S11 1 5/32" - Gill 1 2" Gill 1 211 1 STAGGERED, 1 1/4- OFF - , - .7 + , : - 1 .-., ': ; 7/1 G` III � 6" O.C. < OF 2x6. 1 5/� 1 UPLIFTS <1,000#. FOR HIGHER , - + . (1) DIAG.' 'BRACE OVER MIN. (4) 1 I -RATED OSB MAY I - 1 (2411 G) 1 (2, 1 00 UPLIFTS USE CONNECTIONS AS / - .131.3' TOE- OR END -NAILS . % 4/1 G) (3 2/1 G) I . WITHIN 3/4- 2 1 4" � - , - __0 KING -STUD TO HEADER. I BE . , 1H SPECIFIED ON STRUCTURAL F- TRUSSES APPLIED TO BACK SIDE OF SED .L.O. (supported (a.) 24" OIC MAX.) - OF CENTERLINE . PLAN, TRUSS TO I CLIPS T!,,,�!) - IF THE INDICATED EMBEDDED 2xIO HDRS. USE (9) NAILS, WEB. CONNECT TO EACH TRUSS WEB U 161SURE , �, OF 2x4 BE ATTACHED TO Sf 202 & ENG. WOOD HDRS. APPLIED TO FRONT SIDE I � 15/32" EXP 115 < 132 mph 7/1 G' G'V 1 2" GVG` -MIN. THICKNESS (SPAN INDEX) / STRAP(S) ARE NOT PROPERLY j W/ (2) NAILS, INSTALL DIAG, BRACES 1 -RATED. EXP. B, C, & D (241) G) 8d COMMON NAILING W - USE (12) NAILS. OF WEB .r�LF@ EACH E AL I HORIZONTAL VERT APP.W1 VERT APR. INT END It WNIAIRF CORNER 01`-� I CAST -IN-PLACE, THEY MAY BE ____ ND OF CONT. LATER I �. APPLICATION DUT STUCCO W/STUCCO ZONE ZONE - . . GARAGE. REPLACED BY THE FOLLOWING: (1) MISTA-SERIES STRAP 0 BRACE LINES & 0 MAX� 20' . ,� V . & KING -STUD TO HEADER. (1) HTT22 -- INTERVALS BETWEEN ENDS. _�' .1 . 1 5/32" 1 5/32" 1 0/32" ;a .131x3" TOE- OR END -NAI_ EACH JACK -STUD TO , Gill 1 211 G1VG11 HEADER. 2x10 HDRS. USE �� - I I J_ �_ . �] �_ . I , I I :� *1 I I - (3 2/1 G) (3 211 G) (40120) -i 1 1/2" 2 1 5/8- 200 HDRS. USE (9) NAILS, 18" STRAPS 202 &.ENG. 1. . . . . I ; .1 1Z _�L 4- _V HDRS' I I I BLCKk!�ALL PANEL EDGES Sal RING SHANK PER R803.13J OF 10 FBC-R� MIN. OJ13" 2xi2 & ENG. WOOD HDRS. WOOD . USE 24 -- MIN. WALL SHEATHING & ;F WAL;L I �.SHEATHING. NOMINAL SHANK dia., RING dio, 0.012" OVER SHANK dio- 16-20 rA-2 iff ca F; N; 1 A2 wr oit rA2 By ga MMM USE (12) NAILS. - __ __ __ . �J%&DDED STRAPS MUST 11 \\ : : ///// NAILING MAY BE OVERRIDDEN , , LATERAL � � �� BY REQUIRED SHEARWALL 1. ., RINGS PER INCH, 0.280"dic, FULL ROUND HEAD. MIN. 2" LENGTH. . " THICK (MIN.) (24/16 SPAN� _____ BE INSTALLED w/ ADDITIONAL BRACE QUANTITY AND IF LATERAL BRACE MUST BE MADE OF � 4-i. -TYPICAL CONNECTIONS 0 STUD SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES. FASTEN WALL VOOD-Tie ANCHORING RODS - /16 PC� OF #4 REBAR PER NAILING (SEE F/STI). i . .1 . . ROOF SHEATHING PER SEE P/STI FOR BOTTOM CHORD COLUMNS, JACK -TO -KING STUD SHEATHING- TO -POST W/ MIN 8d's 0 12" O/C OR GYPSUM -TO -POST W/ PER DETAIL B/STI, AT k__ I INDEX) APA- OR TECO -RATED _> LOCATION DEFINED BY I \-MORE THAN ONE PIECE, DO SO BY I TABLE, W1 PLY CLIPS BRACING REQUIREMENTS. ASSEMBLIES. CORNER POST. ETC EACH END OF WALL WALL SHEATHING w/ 3"/12*o/c -1 SIMPSON INSTRUCTIONS. TRUSS ENGINEER. OVERLAPPING AT LEAST 2 TRUSSES (4) .131x3" TOE -NAILS 0 EA. TRUSS/ -SPECIFIED NAILING REQUIRED FOR MIN 5d's 0 4' O/C. IF MORE THAN 3 PLY'S ARE USED, CONNECT EACH SEGMENT, WITHIN 2' OF 8d NAILING. EXCEPT WHEN NOTED. ... I OUTER PLY TO SHEATHING AS SPECIFIED CONNECT TO EACH VIN, 19/32, RAFTER -TO-TOP PL. IN ADDI'TION TO EVERY PLY IN ADDITION TO 9 PI Y'S. JACK - /KING -STUD BLOCK ALL UNSUPPORTED PANEL i: USE -RJ VERSION OF TRUSS MEMBER W/(2) (40/20) YPTHI TILE CONNECTOR(S) SPECIFIED IN SCHEDULE ENGINEERED TRUSSES OR ASSEMBLY & CORNER P03T EDGES W1 2x BLOCKING. :-: ____� - STHDI4 AT CURB WALL NAILS \ . ROOFIING� UNLESS CONVENTIONAL (SOLID -SAWN) ASSE O (1) STHD14/-RJ CONNECTOR 0 'I--.--- (DTL 2/ST2) . ,-, LOCATIONS. EITHER OR ON PLAN. TYPICAL, ALL TRUSS & FRAMING. SEE PLAN, LAYOUT OR MAY BE INSTALLED TO JACK -/KING -STUD ASSEMBLY MAY BE USED AT NOTED OTHERWISE. RAFTER BEARING POINTS. . . SSOCIATED DELEGATED 1�// : ; � ENGINEERING FOR TYPE, SIZE & WE - SIDE OF CORNER TO -FOUNDATION & 0 CORNER7 :7 � � TRUSS -TO -PL, CO T R . . ORIENTATION OF MEMBERS. I n - I CONNECTIONS �ASSEMBLY. I IIII 11111111 POST ASSEMBLY -TO- NON -CURB WALL (DTL ' . NOT TO SCALE - FOUNDATION. (MAY BE USED � . To - ' R T N F G T P YP NA P EC P, PC C 6 I L L ' I N F AS E IN A D ED I N L A L T IT . _ " TABLE , PLY CL T'U SS' 'ON To ' I HEDU LE 'P US I �. - S EN CIO FRA N S I S S V 0 W 0 SO TR S & ON ' I C E M N N ' S I R T - ' E 'O A� = To MIN" - 4 4 1 ef [�10N� , Z T I N - �- - - _ � J4 G" / ,\NT 1 2" 9�� � . / )R BRACING REQUIREMENTS, I 9 P2, 1 SL \-' ,\ //> SAWN ) ' 'Y', T OR E ) -I n EN GINEER'I' . �ZE & , TE I . I T _, I . _ _:_:::7:1 - T R R FN AT' ' _ I __ ) 'T, , � , L N , , I , S) ( # S P . G) / \ � EXCEPT AS NOTED ON STRUCTURAL PLAN"s), 1 2 ' 1 I LPLIES r I I.L.0 WOOD -Tie RODS) S @ I _ P, / TO H V x( ) W ?. (2) 2x( ) #2 SYR TOP PL.. FASTEN PLIES I 'ALL" ROOF TRUSSES TO HAVE� 11 T W I/ \_d N - - i N _, - _ TOGETHER w/ (2) ROWS ,13lx3" NAILS @ X+ _J, N x" _, "" F _ '. O 5 TA"ERED (1) I12.5A I OR _ " " ,C W 1 2 O/ ' .� LENGTH OF CS16 STRAPPING w/ MIN. (10) 10d DOOR(S) SHALL BE J M � ,� INTO EACH PLY OF SILL & HEAD(EIR), EXTEND ATTACHED TO -7 1 + _ I (1) SDVIC SCREW -1 12"o/c, STAGGERED, w/ MIN. 24" LAP / +APPROPRIATE FRAMING' _ � MIN- (12) .131x3" NAILS IN EA- LAP. HORIZONTALLY ACROSS STUD ASSEMBLY & . MUI :)LE TRUSSES , . S S 0 M I MEMBERS IN I - I SPH4 � 6-8 0 MAX 32"o/c 0 PL. -TO -STUDS BLOCKING, CONTINUOUS TO CORNER, FILLING ALL MAY USE PA51 or -68 STRAPS I.L.0, STHO's - T C . W -Tie - 4 STRAPS 0 HEAD(ER) & -YP). MATCH SIZE ACCORDANCE WITH _ FOR TRUSSES 0 24- O/C MAX . I NOT REO'D WHEN USING WOOD HOLES W/ 10d. (TYP (2)2x( ) BLOCKING (T APPLICABLE AT STEM WALL APPLICATIONS. ATTACH TO , _ � I , *TGj L AO TOP PLATE NOT FEQUIRED ; A�NCHORING RODS PER DETAIL B/ST1 . OD*Tie ANCHORING RO I CS , . " . IV I [_ 4 STRAPS 0 SILL) OF ADJACENT FRAMING (STUDS). wo DS (U�Tl�LoraNlld 1* .. - L EX I - ____ I - .- MANUFACTURER'S 'RAMIM' CIO .�( x -_ ____ x -_ , - - - x - TERIOR ,J�,ALL 2x( ) #2 SYR SHOE PL. w/ (2) ROWS ,". --,""I'll" . . ......... � .. ....... . ... , .... "I ,"'ll,"11 I ... � I ..... 1,111,-1 1, r ", 1-1,1111 , .. .. .... 1-1 I I INSTRUCTIONS & TRADITIO E QRS I - -_ -_ X 5Z - - - �. . 7111T OF .131x3" @ 12"o/c, STAGGERED. T"Iir7 2� / � 11 11 MIN 23 23/32- ARA- OR TECO -RATED 11 11 :E. HEADER PER STRUCTURAL PLAN SEE DETAIL C/STI FOR (VERTICAL) TYPICAL GARAGE DOOR CIPMA6. FRAMING DETAIL - UAQ, `0 EXTERIOR STUD WALL SPECI �ATIOINS_ I I_T&� DECKING (24"o/c STURD-I-FLOOR) W/ 1. . .,_ HEADER -TO -STUD STRAPPING NOT TO SCALE / � I SEE STRUCTURAL SHEET FOR EXTERI WALL FRAYING, , 6"/6"o/c 10d NAILING & APPROVED _N 11 7_ - T - I //- ,_ --- ��t;7. 77 A 11 i = �- � . (D I ABOVE ALL i � ; - _� CONSTRUCTION ADHESIVE AIDE & L= - _v_ - = = ==] - i. .. ..... - = = =,[ MATCH SIZE, 0% - --------.---------.--...--.......-...-.........----�--�------�� - -_ ________ --- - ------- _ _ - ------- I WALL SHEATHING 1. 1.� - L QUANTITY OF ALL 2nd - - - - - - I - - - - - AT EXTERIOR DECKS, LEDGER I SEE TYPICAL WALL FASTEN FLOOR 11 /A 1%, \ I Z 1-3/4" Width Pieces:� SECTION (A/STI) FOR DECKING (PER A/ST1) TYPIcAL INTERIOR BEARAG. WALL �; � 11 7- FLR STUD COLUMNS w/ Ir /, 11, + I ,_ SHALL MATCH JOIST DEPTH (MIN. " I * Minimum of (2) rows of 12d (3-1/4") nails 0 12" a/c. _____�) . " BLOCKING IN FLR SYS, \ /I 1 \ / -SWB - CZE= 2x8) AND BE ATTACHED To EACH Z " - Minimum of (3) rows of 12d (3-1/4") noils @ 12" a/c for 14" & I ADDITIONAL SPECS TO LATERAL BRACE W/ ( S 1, ; � \ I \\\ /1, I '�_ 16"o/c (MAX) VERT. FRAMING wl 1� - INT. LOAD-BEARING STD 16 __ �E__711 t ii NAIL THROUGH A,P.A. RATED SHEATHING ��C S �� � _ I 1 3) , AND w/ 1st FLR-LEVEL deeper. (4) 10d COMMON NAILS ALLOWABLE 'TUD , _\ :- - 3" LONG IF � _ - - 4 Nailed connections require an oocfi6onoi ,uw of noils When nail size T -BRACE FASTEN TO 2x4 PLANK ORIENTED EXCEPT AS NOTED ON STRUCTUF L p 11 STUD COLUMN U.N.O., - ,Y�/ �L �A \ � . ", 7 Rt -S (� + + Z INTO FRAMING W/ 8d AT 3- O.C� � I ALL Y4-dici. SDS -SCREWS EFFECTIVE P , 11 11 - - __ V EDGES AND INTO EACH PLY OF EACH DIRECTLY ATTACHED TO FRAMING, V, �� is smaller than specified above (min. 0,128"X3"). WEB W1 .131x3" 6" J I LATERAL BRACES 0 24" 2x4 DIAGONAL ". � ==1 ____=4 M 3-1/2- LONG IF ATTACHED �Lj * Nail from BOTH SIDES of 3 -ply members O/C. T -BRACE BE O/C TOP AND BOTTOM. -To SPF . - INTERMEDIATE FLOOR SYSTEM - ELSEWHERE. FASTEN TO FLOOR TRUSS 1 SPF: APPLICABLE TO MULTI -STORY BUIL __ of SAME SPECIES AND I - - --s �s. - imr� � -W __ < GRADE AS WEB TO BE W/ (3) 10d COMMON O/C, DIAGONAL T I 't 25 �112 - Is 3 To �11 41 '- �5,,u))§�; : i,: 3. ':,.' DOUBLE INTERIOR PLATE, 12* O.C. �Lin i I I h 3-1/2- Width P- AND 1 3/4- Width Pieces- 12_-� �g4 �-�� L. - Z///, - TO 21'-7"1 2x6 #2 SY� - ONLY. SEE PLAN, LAYOUT, OR QUANTITY OF SCIiEWS� i�� - Minimum "eces _P62' bolts 0 24 .. ./c s,., _, Z!� 11 11 I ASSOCIATED DELEGATED ENGINERING FOR 11 11 1. FOR OTHER UPLIFT HARDWARE AND __� 1� 2x STUD of (2) r.M 12" 1 D . I BRACE To TEO� 7 IR ) _ _ t\\ ,// "', " ` 11 /// /",, ", \,\""\ ED �::__ = a ,�, TO ATTACH 2nd FLR STUDS TO ' It FLR JL'I,J TYPE, SIZE & ORIENTATION OF MEMBERS, � �/ CONNE 2xS LDGR (6) SCREWS � ' ' BRACE . SIZE OF MEMBER TOE -NAILS i BRACES TO - ; Ti CTIONS. SEE TYPICAL WALL " r� 2�"� ��,,�,' AS SPEC(FIED BY I RUSS EXTEND INTO FLOOR LATERAL BRACE ACING, BLOCKING & INSTALLATION / SECTION AND TYPICAL HEADER 2xIO UDGR: (7) SCREWS ___1 'J _ PER ABLE. , I _ SYSTEM (1) BAY, --<- W/ (3) 10d AP BR 11-1 '�,� , , �A � , n DESIGN E INEER IIIN, ! - STUDS (OR BEAMS) W1 CS16'�TR 2" �� �,-,J EN S DETAILS, FRAMING DETAIL. 2XI2 LDGR: (81 SCRE2n � ---- 1 � �, IX4). LATERAL BRACE LOCAT11 COMMON NAILS G ,3���, 1 � i ON . V � (28" + DEPTH OF FLR SYS. A L TH) � . 11 NOTE: _J ,� " �' I/ I I ON BOTTOM CHORD TO , AT EACH END (2)2x( ) HEAD r AT DOUBLE INTERIOR :NED TO 16"o/c_1_>11 � I ', , � ,_ @ MAX. 32"o/c, wl (11) 10d, - NID, SEE SCHEDULE FOR AND SILL I` #2 SYP LEDGER FASTE TRUSS -TO -LEDGER " I, 1� I i I MATCH BRACE LOCATION � _' ON ,AL, MINIMUM WALL STUD (TYR) SILLS/PLATES/IELOCKING, NAIL FIRST (MAX) STUDS w/ .131x3" GUN NAIL 0 EA � �1,11 , � I 'J I I ON TOP CHORD. CENTERED FLR SYS., TYPi INT. 1CONNECTOR 1-1 " _ & EXT. WALLS. NOT REQUIRE' WHEN SIZE, GRADE, SPECIES & PLATE TO SECOND PLATE W/ (2) ROWS STUD- EXTEND TO STUD BEYOND LAST TRUSS. �_ I I . SPACING - , 12d COMMONS AT 8" O.C. SPECIFIED " 2� , 1�11 1-1 .: ____ 'I I USING WOOD*Tie ANCHORING ODS PER I ___ . t!9444�� " - � 4- � I - � - BY TRUSS 1_� , , . I I INTERMEDIATE FLOOR _"�\ - 11111111-111 S 11 01 I I = _ ,� ENGINEER ,---' 7 1 DETAIL B/STI TYPICAL, U.N.O. .. . 1-11-11.11 - I SIDE PANEL HEIGHT TO , ",,� . SYSTEM 0 PT 2xo 42 SYP SHOE PIL \ H WIDTH REQUIREMENTS --- -- ER & COI-K-ETlQK- -H- PER TR"lq\ 2, 1`1 . I I FASTEN EXT. WALL SHEATH11', 3, SPH4-6-8 @ MAX 32"o/c 1. @ I TO TOP PIE., SHOE PL. & RII,�, or RIBBON w/ PRESCRIBED `ED(_E NAILING" PL -TO -STUDS - NOT REQUIRED _� :2 , WHEN USING WOOD*Tie ANCHORING SIZE/SPACING. I RODS PER DETAIL B/ST1. '" I � . � .1 11 : - h (ft) MIN. w 7' 2--l' 6' V-8 1/2- �- V -5- 7 -TI -2 1/2- . .. .. Rv# 0-776 ... ... ...2x6 w/(5) NAILS 0 EACH I . I CEILING LINE 1241 .... 2xS wl(B) NAILS 0 EACH � >� TF ISS WEB REQUIRING BRACIN , NNECTION OF MULTIPLE PLYS�F < U �_2x12 wZ02) NAIIS 0 EA I �01 �..l / � LEDGER EETAIL �2 ., SCL BEAM5 u.N / (2-) � S �Ti & ) �_� V � / WIIH 4 OMM vL.I1L_ILiN L IL'I 1 -6 : NOT TO SCAL - VIVI IV Zii, Lr_ K FINISH, ADD CORRUGATED GALV, : " I __/ : -_ I I A 1, -.----------- ______ -_ TRUSS ON PARALLEL END WALL (NOTE: BRICK TIES @ 24"o/c HOi��Z. & - --AJ � ...... .......... JJ,01111_1Ao --,--1----- F RIBBON ON FLOOR TRUSSES NOT SHOWN . 16"o/c VERT. BRICK TIE,-, MUST dio X 7" EMBEDMENT 11� ,", 1-1-11111111111111111, . I oi111 I __� (1) HTT5 TO ATR (TYP). HEIGHT -LIMITED I - ROOF/FLOOR (2) #2 SPIF 2x4 0 EA. CORNER FOR CLARITY.) I BE FASTENED THRU SHTI,,'G TO I I CAST -IN-PLACE 11 J" BOLTS OR � � I USE, I,L.O. EACH ROOF/FLOOR SHEATH �. TRUSSES SINGLE TRUSS WALL STUDS. 1/2"dia X 6" EMBEDMENT OR HTT5, (1) PHD6 OR (2) PHD2's. IF � I.L.O. 4x4 POST, (,i) #2 SPIE 2x4*S W/ - - @ CORNERS DIRECILY BENEATH I w/ I I I EPDXIED ALL -THREAD RODS .7 FOOTING (SEE TYPICAL WALL SECTION) PHD2's ARE USED, MATCH HTT4 ATIR � . WALL SHEATHING PER TABLE . . C SPECS. IF OVER 1st FLOOR BEAM, d BEAM WHEN 6x6 15 REQ'D� BRACING NOTES� - I . 2"xZxl/8" WASHERS @ 24"o c. - STRAP TO BEAM W/ (3) CS16's (3ply 2X4 #2 SPF LEDGER I "'A', 1� ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYR OR BETTER, U.N.O. : SEE SILL PL. SHEAR CONNECTOR END POSTS REQUIRED), W/ (4) ,131 X 3- TO HTT16 & 5/3"Ox5-11/2" EMBED 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR MONOLI THIC- STYLE FOUNDATION ., SCHEDULE ON S-SHEET(S) EACH INTERSECTING (3) .13lx3" EPDXIED ALL THREAD 0 EACF% APPROPRIATE BRACING DETAILS. THE Ist USER OF THESE DRAWING TO READ THIS NOTE MAY CALL BUILDERS FIRSTSOURCE - FLORIDA DESIGN SHOWN. SEE SHEET ST2 FO WHEN USING WOOD*Tie RODS. SWI3 - SPECIAL SHEARWALL DETAIL TRUSS MEMBER ___::::� ;" _QR ALTERNATIVE AS SHOWN ON CENTER TO CLAIM A 3100 GIFT CERTIFICATE. � - APPROVED FOUNDATIOH USE WHEN BOTTOM -� ,-NAILS 0 EACH _4__� STRUCTURAL, PLAN. 3. BRACING LUMBER SHALL INTERSECT TO WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS I NOT TO SCALE TRUSS OR I DETAILS PRODUCED BY THE TRUSS ENGINEER. I C LEDGER TO I I TYPES/STYLES. %, . I G) DIFFERENT HEIGHTS BLOCKING. I r-,\ \-BEAM- TI�AP PER h/STf'UON 4. ALL FASTENERS SHOWN ARE .131x3" NAILS. I ON OPPOSITE SIDES I . 11 5. SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE 1 CONTINUOUS LATERAL BRACE REQUIREMENT. TYPiCAL'ONE- & TWO-STORY WALL DETAIL -------------- ------- OF WALL. I . 7/16- A.P,A OR TECO RATED 6. REFER TO BCSI 1-03 FOR ADDITIONAL PERMANEMT TRUSS BRACING INFORMATION. � ____ -_ ______.__._..._______ - ------ - .- ....... � . . . .... . .................. -_ I I SHEATHING W1 6*/12"o/c 8d . NOT TO $CALE 2x4 #2 SPF B KIN . q 11"\__ (4) .13lx3" TOENAILS 11 NAILING - 4 SIDES PERMANENT ROOF & FLOOR LATERAL BRACING - (9- -li- ........................................ !4 ... . .................. . . . .......... __ . ............................. . . . ............ . ... � ...... . _....- ............................................ . . ......... . . .. . .. . ............... - ... - ...... . - ______.._ 51. 24- O/C� REI � I 0 EACH BLOCKING NOT TO SCALE a I—- ---------------------------- < FROM EDGE OF L YCE , TO TOP PLATE OF I 1 G ,/ MAX SHEATHING/POST SPACING TO 1, a c FOR - .1 EXTERIOR WALL, OPT. BEAM ABOVE -_ I SW2 AND 12" o/c FOR - .__ ______ ---- � .... ...... - ------ - ----------------- ---------- - -------- --------------- - - - ------ ---- ------ ---- - - ------------- V ....... ......... �� .. - ._ -.1- .......... .... . .... LOW -CARBON STEEL NUT FOR Yz"o AT 1�_ ROOF SYSTEM - L'... .--..-.--- - - ----- I .......... _1 � ___._ .----- _ _-_i SWI. WHEN THE HORIZONTAL DISTAN ABOVE ROUND "FENDER" WASHER ABOVE : . 1, �_�', I ___ � CONNECTED TO WALL I I -111111111111111111111111-y" I I WEAK OF GABLE TO THE EAVE OR SEAT OF THE OVERHANGS--< 16". 0 24"o/c W/ 3"x3"x9/64" SLOTTED ST EL WASHER, i, . . " - :1 - -- PER STRUCTURAL i EXTERIOR WALL _/ TRUSS IS LESS THAN THE MINIMUM ON -CENTER (1) H5 GEACH OUTILOOKER TO TOP ROD TO BE POSITIONED SO HAT SQU I __ - - DETAILS. 11 I . � _ .. - - ____ 1� , SPACING INDICATED FOR THE "X"-BRACiNG. A ' -- WASHER CAN BE TOTALLY S Pi� BY ", I - I SW (TYPE) 11 CHORD OF GABLE TRUSS OR END - TOP PL.. �� " �� I ' %I----- MII,L 7/16- THICK (24/16 SPAN INDEX) ARA- OR - BUILT-UP OR BOXED COLUMN MAY EE SINGLE 'X" -BRACE AT THE PEAK MAY BE USED WALL TOP I, I , , DETAIL TO BE FOLLOWED AT ALL LOCATIONS WHERE USED IN I IFU OF 4x4 OR IxI5, --' TECO -RATED 'NALL SHEATHING ATTACHED TO I EXTERIOR WALL RUNS BETWEEN TWO PARALLEL TRUSSES. AND THE OTHER (OFF-PEAK) "X" -BRACES MAY - OVERHANGS 16*L-> 24", 0 16"./c -- - __-- TIME OF INSTALLATION 2x4 BLOCKING. GABLE TRUSS � � ��, _\IATEN ALL ROOF SHEATHING I FRAMING MEMBERS & BLOCKING PER TABLE BELOW, (9 �E OMITTED AT THE CONTRACTOR'S DISCRETION. � TORQUE NUT ABOVE WASHER TO 30-35 BLOCK ALL UNSUPPORTED PANEL EDGES W1 MIN. �1 1 (2) @EACH OUTLOOKER TO TOP FOOT-POUNDS AT NOT TO SCALE FASTEN ALL ROOF SHEATH G C -H H5 OF OR END . - (AFTER EPDXY CURES). 2ply MIN, STUD END POST (PER TRUSS BLOCKING DETAIL 2x4 BLOCKING AT ALL ROOF --\ 4'-O" OF GAB[ F W IAOLLRDTOP I. I/ .T 7___� R 0 -T -T O -S -C KRE I , N A' -O* OE nARI F WAI I I - ___ STRUCTURAL PLAN) 0 EACH END OF-- SHEATHING, PANEL EDGES WITHIN TO ALL SUPPORTS w/ 8d ALL SUPPORTS w/ 8d _--y ---- I SHEAR -WALL U.N.O.. SEE DETAIL D -ST I G 4 -O' OF GABLE WALL. INAILS 0 4"o/c 2x #2 SYR BLKN'G STWN � NAILS 0 47o/c ,f,OR ATTACHMENT OF PIYST PLY'S. ................................................................................................... ---..-.-.. - ____.......___.__ ___ ......... __ _ i __� OUTLOOKERS w/ .131x3 �, I - ATIR MAXIMUM OUT -OF -PLUMB - _, _ x � r . ... T7 TOE -NAILS 0 6"o/c To 7"I , I TOLERANCE: Y4" PER FOOT OR 2" PER -r- _V_ I- 1/2" WOOD*Tie � ____ .----------- (3) ,13lx3' E-N'AILS TOP CHORD or TOP I . � - - R PER SIRUCTURAL 0 OUTLOOK / - I" Z2x4 BLOCKING AT ALL ROOF K, -I WOOD-TF� ROD L FLOOR LEVEL - WHICHEVER IS LESS. I - - 5-1/2- MAX /-ROD U.N.O. __ . .. - TRO . I DROPPED (-3-Y2-) TOP CHORD ........... . . . . . . . . ................ .._...___..._ ___ ______ . . . . . . . ................................ . ..... � . ..... ___._ . ........................... . ........................ - - � -------- - _ ...... ________.___ --- �.___ . ........... -.--. PROVIDE FULL .. - I ! I 1 I KING -STUD ASSEMBLY . PLAN OR TR I BLOCKING- TO- TRUSS SHEATHING PANEL EDGES WITHII, SHEATHI I I � C PER AT OPENINGS MAY SERVt. #2 SYR DBL .----- - . i------ - --- - OR CHO !!!! , 2x "L" OR "T" BRACING ON VERTICAL 4.- OF GABLE ALL. CONVENTIONAL OVERFRAMING CONSTRUCTION NOTES ON MIN. ONE PLATE. � WOOD TIE I /ST1 -----, AS END POSTS AT TOP I A ____� . , I WEBS AS SPEC'D BY TRUSS ENGINEER. i I i ... ---....--..----- _L . 2 � #2 SYR VIER 2x " NAILING INTO TOP PLATE I , . ] � �3) .131x3" TOE Al 7� . I i I SHEAR -WALL ENDS 0 BTM TO TO MIN. 2x4 #2 SIPE @ MAX. 24"o/c w/ OUTLOOKER-TO- RU RAFTERS - USE 2x6 #2 SYP/SPF RAFTERS @ 24" O/C ATTACHED TO RIDGE & VALLEY NAILER W/ (3) .13lx3" TOENAILS. . I 11 i ... (3) ,13lx3" NAILS 13lx3" NAILS @ 6"o/c FROM BRACING VALLEY NAILER - USE ONE SIZE LARGER THAN RAFTERS AND ATTACH TO ALL INTERSECTING TRUSS TOP CHORDS wl (4) ,13lx3" NAILS. I I ABSENT OF SPEC(S) ON 11 I , i = ..... .. .. . . A I INSTALL DBL 2x .. (2)MSTA24 W/(9)10d XX ,�NAIL' ; 1 2x #2 SYP DOU E TOP A SEMBLY RAFTER CRIPPLES - 2x4 #2 SPF CRIPPLES @ 4' O/C (MAX HEIGHT = 6'-3"*), 1 H I , I 'TO WEB, � "' , LS � I � __ = L" I Ss OTC I ' 11 HOLD-DOWN AT EACH E-141� 2" IAX �11 BLOCKING IN Jul EACH END OF EACH I TRUSS ENG., REFER TO "EXT. WALL r\ - SLOPE TO MATCH ROOF PITCH. - 2x4 #2 SPF @ 2' O/C (MAX HEIGHT = 6'-3"*). . I : 1 5- 1, __ ------ - T( S : 11 ; I * I : OF SHEAR -WALL, PER �, FIRST TWO STUD i BEAM TOPOST. 0 yp . � RIDGE CRIPPLES I I I INTERMEDIATE SHEAR I I ASSOCIATED TABLE. SPACE /2.4 2 X" BRACING. LOCAI � OPEA STUD SCHED." ON STRUCTURAL I i INTERMEDIATE FLOOR FASTENERS, PER DETAIL I 11 I I 11 *IF 1x4 T -BRACE IS ATTACHED TO CRIPPLE W1 .131xY NAILS @ 4" O/C (MAX HEIGHT = W-10"). _ .� SYSTEM - APPLICABLE i - k- ADIAC T I L EACH WAY AS SHOWN BELOW. EXTEND -X- DRAWING, USING WEB LENGTH/HEIGHT 2x STUDS CONTINUOUS FROM FLOOR I I' I LOW -CARBON STEEL !I TO MULP-STORY A/STI TABLE. TYP. i . . I - D M" % - FROM GABLE WALL AND *IF 2x4 T -BRACE IS ATTr.CHED TO CRIPPLE W/ .131x3" NAILS @ 4" O/C (MAX HEIGHT = 11'-2"). COUPLER w/ MIN. %" ' � �, I I � � - - '_�, i � I C FRA I, PER BEA BRACES INWARD MIN. 8 I.L.O. I HEIGHT, DOUBLE AND/OR SYSTEM TO UNDERSIDE OF DBIL TOP > ! EQUAL I 1 !L - BUILDINGS ONLY. __ ___ . - __ - - ___ - - . SIZE/ ATTACH TO 2x4 VERT 0 MID -POINT W/ (3) ,13lx3" TRIPLE "L's/T's" AS REQUIRED TO ASSEMBLY (O OUTLOOKERS). SEE IF CRIPPLE DOES NOT BE,*�R DIRECTLY ABOVE TRUSS TOP CHORD ADD (1) 2x4 #2 SPF BLOCK BETWEEN TRUSS TOP CHORDS ATTACHED wl (3) .13lx3,, THREAD ENGAGEMENT 1� ;J - - - - i ti-_ _72=4=1711= I I SPECI - -/M TOP VIE* OF 1� NAILS FM EA SIDE OF "X" BRACING. MIN. (3) EVENLY MAINTAIN MAX o/c SPACING WHEN STRUCTURAL PLAN, � I , I FROM EACH WOOD -Tie Ir � ---____�11 I I STUD , ; , IEDULE. POST/BEAU PT #2 SYR 4x4 POST ED .X. BRAC�S PER GABLE END. WEBS EXCEED SPACING H TOE -NAILS TO EACH TRUSS TOP CHORD. ROD� (OPTIONAL, 1 � i -COLUMNS TALLER THAN 10' OR t 11 11 11 ATTACH CRIPPLES TO RAFrER OR RIDGE w/ (3) .13lx3" NAILS AND TO TRUSS TOP CHORD OR BLOCKING wl (3) .13lx3" TOENAILS. LOCATE AS REQ'D) I IATE SHEAII� FASTENERS, PER S, __�_� � -TOP CHORD I I � INTERMED L: It' . THOSE SUPPORTING ENGINEERED MAX. X" BRACE SPACING: bRtIERbE GSA SOL ENGINEERED ROOF TRUSSES QIE% RIDGE - USE MIN. 2x8 #2 SYP/SPF RIDGE (RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMED RAFTERS). . 1/2" dia 7 � /c 1 \-(2) MSTA30 W/(24) 10d WOOD PRODUCT: USE PT #2 1 4A2 PITCH - 8'-O"o TRUSS VENTIONAL RAFTERS/JOIST. NAIL RIDGE ENDS TO COMMON TRUSS 0 ONE END AND TRUSS TOP CHORD OR BLOCKING (SEE ABOVE) AT OPPOSITE END w/ (3) .13lx3" TOENAILS. I 11, WOOD -Tie RODS - Y�"d-,.� SHEAR CONNETOR SCHEDULE ON S-SHEET(S). WOOD*T'ie' ROE/ NAILS NAILED TO PLATES SYP 6x6 POST. (U -N.0, ON ..... ...... --,-..- ___ __ 'L A307,THREADED STEEL RODS U. N.C. 64 % ' �(2 PITCH - 6'-O"o/c 'V 7/16" THICK (MIN,) ARA_ '� `�' TRUSSES BELOW OVERFRAMING W/ PROPERLY ATTACHED APA OR TECO RATED SHEATHING PER DETAIL A/STI. 1, -ATR ) LOCATED AT AND BLOCKING ON INSIDE 11 - I .. TECO -RATED WALL SHEATHING. I ( SIDE OF TRDTN'L WIL CONNECTORS WOOD"lle ANCHORIN FACE OF LL. I STRUCTURAL PLAN) _E__T 7k x � � SEE TRUSS DETAIL "VALCONVF1103" - I I __ CORNERS,EACH EXTRA ROD REQ. FOR SHEAR -WALL HOLD DOWN IN � - ri _1 . ........ .. . N______M.___________N MATCH NAIL SIZE/SPACING ----- � ____ _� - ---- - -- J - ---- � (IN TRUSS INSTALLATION PACKAGE) FOR VISUAL PRESENTATION. OPENINGS LARGER THAN 6% ADDITION TO ANY RODS USED FOR UPLIFT. 7 1 DESIGNATED FOR WALL BELOW "INDEX" SHEATHING 1/4" Fr,�OM EDIATE AND 6'o/c (EXT. WALLS) or � Z 2x4 #2 SYR LATERAL BRACING _/ GABLE, BLOCK ALL PANEL EDGES. - BOTTOM OF SHOE PLATE I7OR SILL PLATE 4'o/c (INT. WALLS) _��*17 POST TO SLAB CONNECTION WITH /-I r BALLOON FRAMED . . � � w/ (3) .131x2i" NAILS INTO EACH MATCH EDGE NAILING MATCH EDGE NAILING MOISTURE PROTECTION AN[ TO CREATE OVERLAP ONTO DO(. 3LE H 11 L THEREAFTER. SEE DETAIL . F/STI FOR USE AT ENDS OF HOLD-DOWNS - EACH END OF EACH SHEAR -WALL SEGMENT PLATE 0 TOP OF Vy;,d-L. SEE TABLE FOR SHEAR WALL SEGMENTS. Ist-FLOOR SHEAR -WALLS OUTSIDE FACE OF SHEATHING�TO P ANEL EDGES PANEL FIELD BE "FLUSH- W/ SLAB E,GE. I FASTENERS AND '10 .. 2, SP iz=:==:��� I ," __ - SPACIII G� , � :, .. I *%� - E- -6. , � F SIMPSON ' 'AT" (ACRYLIC TIE) -----_I_ - -,= I C'4 . - F- " I 1W WALL SEGMENTS >-15' LONG: 2 -PART EPDXY. INSTALLED . Z . . ,�J Ed .:� ��__ WALL SEGMENTS > PER MANUFACTUREWS M 6 � MONOLI THIC- STYLE ____) _< 6"o/c INSTRUCTIONS. 1i . 0 - 11 FOUNDATION SHOWN -U T _!: 15' LONG: NONE FLOOR SYSTEM TO �� I . Do /I-- . FOR CLARITY, SEE .... ._., 5 ,2" 1 ...- � � .... � ............... . ........ . . - - 6-0 131 X 3" TOE NAILS -, , ___ - - _4 :2 M SHEET ST2 FOR - .... � ............. I O'- 5 " � #4 W 0 LLJ I_ APPROVED FOUNDATION HEADER OR STUD COLUMN BELOW W/ Ist FLOOR HOLD-DOWN AT BA�iL I , " <6 uO TYPES/STYLES. F- 6"O/c - . . < M D 7 ENCLOSED 4"o/c :2 (1) HTT4 OR (1) PHD2 (1) Y2"clfo WOOD*Tie ROD . . U (1) )�"dio WOOD*Tie ROD M I N. 2.' .. EDGE__J 11 I . 4 V SEE SILL PL, SHEAR CONNECTOR SCHEDULE ON ry LLJ DISTANCE . �v _� - S-SHEET(S) FOR SILL PL. -TO -FOUNDATION I j]", _F_ 1 1. . . ACHORAGE WHEN USING WOOD -Tie RODS. V ENCLOSED xAir) n * 1, I I I 'Ir . r)C:'TAII CZ JQP (ZDr_r'Ir'I('ATInKIQ -) c4r) BEAM - ASU44 OR ABU66 W1 (12) 16d TRUSS BOTTOM CHORD. MATCH CONNECT END OF LATERAL BRACE TO BALLOON FRAMING MAY BE USED WITH PATTERN FOR -- - - ---------- _____ R PATTERN FOR .............. . .... . - ------ � .. . ...................... 2x4 #2 SYR CATS 0 ABOVE & ATR OR (1) HTT16 & ATR, SPACING & LOCATION OF BOTTOM CHORD OF GA13LE TRUSS w/ IEITHER ROOF TRUSSES OR CONVENTIONAL SPECIFIED SW (BEL FROM TOP I OF SPECIFIED SW (BEL X 12"o/c ATTACHED To ��MLI� ADJACENT "X" BRACING. (2) H2.5's. HVS OR EO� FRAMING. IN EITHER APPLICATION, WALL AT SHEATHIN OR ,� SHEAR -WALL TO ADJACENT, AT SHEATHIN TOP I TOP >'S W/ (4) 12d FRAMING MUST BE CONTINUOUS FROM THE CHORD OF INDICATED PARALLEL TRUSS. ADD .131 CHORD OF INDICATED / /-COMMON NAILS & 2x STUDS CONTINUOUS FROM D OF GABLE !FLOOR BELOW TO TOP PLATES IMMEDIATELY I TRUSS CONNECTION. TRUSS CONNECTION, / ATTACH TO EACH . FLOOR SYSTEM TO BOTTOM CHORD _4� - 11 1ADJACENT, AND CONNECTED TO, TO THE I x 3" NAILS FROM TRUSS SO .� 11 I TRUSS TO TOP I ASSEMBLY W1 TO 2x AND FROM 2x TO H H I I iz I I / �, > . . ... . OF GABLE TRUSS, SEE UNDERSIDE OF THE OUTLOOKERS ABOVE. IF A TOP I - MATCH EDGE (3) 10d COMMON ` " " . , . �, , . I 1`1 STRUCTURAL PLAN, USED. IT MAY BE APPLIED TO TOE -NAILS_ " FASTEN STUD PLY'S I -111. 17�__"�� .131x3" TOENAILS 0 6"./c & EITHER GABLE TRUSS IS NAILING PATTERN FOR L � - '- TOGETHER PER DETAIL . . . ,`M1 - - , �, , � '7 MSTA12 STRAPS 0 48"o/c OR LTP4 OF THE WALL STUDS AND THE B.C. .. .. 71�71i I, . . . . . . . V Ill' /\ ��\�,, �, X� ----I �, � D-ST1. _ ,, I � /� �//>/// //,/ PLATES 0 32"o/c ,�� THE INSIDE SPECIFIED SHEAR -WALL. 2x , I . I "-�/,,'-\\�L\,//,\ I MEACIHED 10 EACH STUD WITH (3) .131 X 3' MUST MATCH OR EXCEED ENG. TRUSS I .1 , Ll� RUSS -- ---- I M\�1/1 " I \ PLATFORM FRAMED . , - 1.1- I11USS I I , /\//K// LENGHT 0 SHEAR -WALL. ,</ /Y I AND THE T.C. TO THE TOP PLATES w/ .131 X I t�,' , / BDTTOM CHORD OF GABLE TRUSS MAY BE I I 111, 1 3" 0 4"o/c IN (2) STAGGERED ROWS, ** SHEAR -WALL - CONSTRU,T - SHEAR -WALL I -/ -1 IF 1st OUTLOOKER IS PER SPECIFICATION. EITHE PER SPECIFICA I 1 1 11 I I /,\\/,' FLAT. SLOPED, OR COMBINATION THEREOF, IN - _____ 1_11 I L_L_J_1_______.i --- [ ! FOOTING (SEE OR &LL INSTANCES; VERTICAL WALL FRAMING MUST i - ---- - --- __ I FOUNDAFION PLAN F BE CONTINUOUS FROM FLOOR BELOW TO TOP .-...I- , 32" FROM FASCIA OR BOTH SIDE(S) MAY BE EDGE OF 2x NEED NOT OR BOTH SIDE( + - SIZE) PLATES IMMEDIATELY ADJACENT, AND - _____._.___.___ BOARD, DOUBLE 1st SHEATHED, SHEATHED. � OUTLOOKER ONLY. I BE FLUSH NTH EDGE ________1___T_________ ____ CONNECTED TO, BOTTOM CHORD ABOVE, OF TOP I, I @ PORCH POST & BEAM THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A SHEAR -WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA SHEAR -WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA _'IN,, FRAMING DET IL U,NO, AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE I CHANGE IN PLATE HEIGHT A NOT To SCALE NOT TO SCALE SHEAR -WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL SHEAR -WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL @ I __ _ TYPICAL GABLE -END FRAMI�G DETAIL - U.N,O, SHEATHING. THIS DETAIL IS NQT APPLICABLE WHEN CONVENTIONAL SHEATHING. THIS DETAIL IS UQT APPLICABLE WHEN CONVENTIONAL __ . __ - - ___ __.__._. .... � ... � ...... � . . ............................................................... ......... ---...-- -------.-, NOT TO SCALE ROOF FRAMING IS USED, ROOF FRAMING IS USED. FOR ADDITIONAL INFORMATION AND DETAILS SEE TRUSS ENGINEERING G 1 GYPSUM CLN'G DETAILS FOR MAXIMUM a/c __.. -_ --.--- . ............ . . - .. OPTION #1 I OPTION 2 DIAPHRAGM, REFER TO REPORT ICC ESR SPACING OF BRACING. INTERIOR SHEAR -WALLS RLINNING PARALLEL TO TRUSS ABOVE INTERIOR SHEAR -WALLS RUNNING PARALLEL TO TRUSS ABOVE - - EXTEND HEADER TO KING STUDS ------ - ------- ___________ ------ ____________________..__..____ ------- ---------.------------ - - --- - ------------------ � --- - ......... . � ------------ - ------------------------------------- - ,� U - = MIN. 95) Sol NAILS EACH END OF EACH STRAP, 1338 & ESR 1046 "GYPSUM BOARD 11 NOT TO SCALE INTERIOR & EXTERIOR APPLICATIONS,". SEE H.I.B. '91 and BCSI 1-03 EXTEND ONESTUD TO TOP OF I . I ALL UNDER -EAVES (SOFFIT) TO FOR ADDITIONAL ENGINEERED MATCH EDGE NAILING k�t) I I I NOTES: 1) HARDIE-PANEL OR UP SMART SIDING IS AN ALLOWABLE ALTERNATIVE TO THE SPECIFIED 7/16" THICK ARA OR TECO -RATED WALL BE EITHER VINYL SOFFIT WOOD TRUSS HANDLING, HEADER. INSTALL REMAININ , TUDS I I S G _ � -- - --- ______ ___ ........................ � --------- - --------- - -- - - ---------------------- SHEATHING ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. AS JACK STUDS AND STRIP EAIH IL � . - -o- -0- - - PATTERN FOR ROOF/FLOOR SHEATHING . 6 2) OPENINGS AND/OR PENETRATIONS GREATER THAN 12"x12" ALLOWABLE ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. MATERIAL. RATED & INSTALLED K-1 ..* � ,* INSTALLATION AND BRACING HEATHED . .. o . SPECIFIED SW (BEL ,- 2x4 #2 SYR NAILER TO ....... - -�, - - --..-----, FOR THE APPLICABLE DESIGI 7 DETAILS & I ST .... .. ��_.7� - o ` - : o � HEADER PER STRUCTURA . . . . . . - i BOTTOM CHORD OF TRUSS � -- _ . : ,2x #2 SPF BLOCKING. AS REO'D FOR RADIUSED-TOP 3) TOP PL. SPLICES IN SWI & SW2 DESIGNATED SHEAR -WALLS SHALL BE MIN. 48" LONG w/ MIN. (24) EVENLY -SPACED 10d NAILS. SIDE w/ (1) MSTA24 PER PLY. L PLAN, - AT SHEATHIN TOP -I / / / / / I / / MIN. 7/16- THICK WALL INDOWS, w/ (2) .13lx3* TOE -NAILS PER END. 4) AT LOCATIONS WHERE MIN. SPECIFIED TOP PL. OVERLAP IS NOT ACHIEVED, ADD (2) MSTA24's (ONE EACH SIDE OF I) CENTERED ON PRESSURES FOR THE SPECIFIC _r� _-_-- 1x4 R ACING -.:: : : - , CHORD OF INDICATED 16" W/ 10d COMMON 0 3"o/c. PROVIDE FULL -DEPTH / SHEATHING OR STRUCTURAL I W HEADER, ADJACENT TO EACH SPLICE. APPLICATION, Q& %" THICK �;, w/ (2) 10d TO EACH TRUSS. \,\ � ..../� I - ____ .---. o : : o '. -1 TRUSS CONNECTION, MAX 7/16" THICK (MIN.) (24/16 BLOCKING BETWE JOIST ��/ " � �� / / / , / / . (MIN.) ARA- OR TECO -RATED OR -1. Z' -FASTEN TOP PLATETO HEADER SPAN INDEX) APA- OR TRUSSES ABOVE S - I OUT ON S1 ) -_ 1/3/2 � . TECO -RATED WALL SHEET -SIDING w/ (1) ROW OF 8d 2" TOP PL. - PER CALL SPH4-6-8 CONNECTORS 5 SECOND -FLOOR SHEAR -WALLS LOCATED ABOVE CIVU WALLS SHALL USE HOLD-DOWNS SPECIFIED FOR FIRST -FLOOR SHEATHING W/ 6"/6"o/c - DO NOT SPLICE - OVERLAP 2, WQ2) ROWS OF i6d NAILS 0 - � SHEAR -WALLS. AT ACH -/- �// / / / / / , / / NAILS 0 3"o/c AT TOP OF . PL�N. RUCTURAL 0 TOP PL. -TO -HEADER @ SHEAR -WALLS WITH MINIMUM ATR EMBEDIVENTS (INTO LINTEL OR TIE -BEAM) INCREASED TO 12" FOR 1/2-dia AND 15* FOR 5/8"diG RODS. 6d NAILING. BLOCK ALL JOINTS MIN. (2) TRUSSES, ... * Sic, c (TYP), I . Ill .. SHEATHING TO tj / / / / / SHTN'G (IN TO TOP I) AND AT MAX. 32"o/c. 6) AT LOCATIONS WHERE AN INTERIOR WALL IS DESIGNATED AS A SHEAR -WALL. THE WALL MUST BE CONNECTED TO THE DIAPHRAM UNSUPPORTED TAIXtL i I - EXTEND BRACING TO END OR SEE CAL ENG, TRUSS SHEATHING w/ 3"o/c 8d a LUCKINU / / / I / 4'---\'V I. IF � ,,,,,�, I I -0 T %. .. .1 1 6" MI1,L FOR 1 STUHY - W1 8d NAILS 6'o/c AND .'.- 93i===;t �r I I RACED WALLS & ATTACH. ON S L )U � L �- SHEATHING � NAILING. BLOCK ALL BLOCKING TO TO BOTTOM OF SHTN'G (IN TO HDR.. . _ - 9 - ABOVE. REFER TO DETAIL W/STI FOR OPTIONS., [ �_� -_ ,TRUf::TURAL I 7 NO ADDITIONAL PL. -TO -HEADER I � J -r - , PLAN AT SPEC, FASTEN SHEATHING TO HEADER W1 Bd NAILS IN 3" GRID PATTERN AS CONNECTORS REQ'D W/ TRUSS � ! 11 I (, 131.3" TOE- OR TYPICAL SHEAR -WALL ASSEYBLY DETAIL I - I 1 OPENING, .1 , SHOWN & 3"o/c INTO ALL FRAMING COMMON @ 3"o/c. ' � 4 O/C IN (2) STAGGERD A UPLIFTS (1,000#. FOR HIGHER , � *I SHEAR -WALL - :ONSTRUCT ROWS, I UPLIFTS USE CONNECTIONS AS 0, ____ , END -NAILS 0 KING -STUD I �- 7'/I'./c 5d COOLER � I. ,,7-1 , MEMEBERS (STUDS, BLOCKING, AND -1 : PER SPECIFICATION. 11 � , . - '\- - LE CONTINUOUS 13RACING IS -1 SILLS) (TYP). 1. IF THE INDICATED . . . . . . . . I I _ I - TO HEADER. 2x6 HDR. NOT TO SCALE AILS OR #6, I -Y4 - - _ - _ � � " 1.! SPECIFIED ON STRUCTURAL PLAN. Ix \ , \ G I�DRYWALL SCREWS. , ATTACH SHEATHING SHEATHING BE ON OPPOSITE � DOUBLE TOP I OF �z - ;�_��I__ __ __ I I ' \ USE (6) NAILS, 2xS & APPLIED TO THE ROTTOM OF THE ... .. 1* , "I EMBEDDED STRAPS ARE TO TOP >!S W/ Bid SIDE OF WALL OF BOTTOM WALL I 1 .131.3" TOE- OR _11 1 �,-�2 WINDOW HEAD - APPLICABLE ONLY ' \\ 2x10 HORS. USE (9) � ..... - � TRUSS BOTTOM CHORDS MAY BE; � BOTTOM CHORD (AND, � 1,111 It NOT PROPERLY COMMON 0 3"o/c. CHORD NAILER. I END -NAILS 0 KING -STUD WHEN WINDOW DOESN'T ATT H '\\ NAILS, 2x12 & ENG. (1) WOOD -Tie ROD ADJACENT TO BRACED BY EITHER METHOD - SUBSEQUENTLY, THE GYPSUM CLNG 11 � . INTERMEDIATE (NON -CORNER) , 0 ITI CAST -IN-PLACE AT "_� DIRECTLY TO HEADER C WOOD HORS. USE (12) 1 PORTAL FRAME DETAIL. MATCH .. --I FOUNDATION POUR, �. SEE A STUD POSTIF PORCH BEAM IS THE CONTINUOUS 1x4 BRACING I I TO HEADER, 2x6 HDR. USE TABLE FIR NAILS.. IS ATTACHED TO THE BRACING ... I X TYPICAL. SEE STRUCTURAL P -, -1 THEY MAY BE THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A I SIZE & CONNECTIUNk�,). \ J�� RATHER THAN DIRECTLY TO THE FORMATION 1:1 ,�'. TRUSS -TO-> CONNECTORt 2x8 & 2x1O CONVENTIONAL LUMBER (2x8, 2x1O, "... * , _[� 11, �EPLACED WTH HTT22's -WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA - (6) NAILS, A .... . I TOP PLATE MAY BE NOTCHED TO (SHOM4 AT RIGHT) OR THE RIGID I STUDS PEI, MAX . FOR ADDITIONAL INFORMATION, . SHEAR SEE TRUSS SCHEDULE 2�_ HORS. USE (9) NAILS, 2x12 - � __ - - __ - __ __ __! -...- __ - __ __ __ _ 2xl2. ETC). (1) WOODrTIE ROD ALLOW PORCH BEAM TO BE LET IN TO CEILING DIAPHRAGM (SHOWN AT TRUSS) THE MAXIMUM o/c SPACING XHT CONNECTORS, ETC. AN ENGINEERED TRUSS, AND MAY BE USED I.L,O, FRAMING THE 2 _.:�: .. ..... :...:._� . .. . ... \_ (1) MSTA-SERIES STRAP I OF THE BRACING IS 24'. 1, . -2ri- , , . HE . STRUCTURAL PLAN ,�, I I _u 6_ � TYPE (DTL A/STI) - -1 11- .- ..... ... � .... 1. __",,< . � , I & ENG. WOOD HDR& USE 1�� ADJACENT TO EACH SIDE OF POST IF WALL PROVIDED THAT (1) 2x4 #2 SPF LEFT). i� STRAP TO HEADER ON IO' -1 " __T`� , , ... - - to SHEAR- AL CO TI UOUS TO THE UNDERSIDE OF THE HORIZONTAL I SIDE w/ 1/8 I . _ -1. ROOF � �1 ... ... .... .... .... ... .... .... .... .. U, I � I-- , I 0 EACH JACK -STUD TO . q. .1 SHEATHIN (12) NAILS.. PORCH BEAM IS ENGINEERED LUMBER POST IS ADDED TO EACH SIDE OF FOR A PANEL SPLICE (if needed), I - EMBEDDED STRAPS AG FIR �INTGIS DUESTEADIL IS NOT APPLICABLE WHEN CONVENTIONAL I INTERMEDIATE WINDOW HEAD - HEADER. 2x6 HDR. USE (LSL, LVL, PSL, ETC.) ORT TOP x IN PANEL EDGES SHALL BE BLOCKED, I �1 MUST BE INSTALLED wl IS STUDS / SHEAR WALL / APPLICABLE wl DETACHED 12" STRAPS, 2x8 & 200 ADDITION, (1) WOOD -Tie ROD SHOULD QYP,9UM CLN'G DIAPHRAGM METHOD ACING METHOD (1) MSTA24 PER PLY. ___. '). . � 'I-\- & OCCUR WITHIN 24" OF . � ol ADDITIONAL PC, OF #4 FRAMING PER PLAN WOOD*TIe ANCHORING RODS, PER-/ . � � � TRANSOM(S) ONLY. SEE TABLE / HORS. USE 18" STRAPS, BE INSTALLED TO EACH SIDE OF (REQUIRES USE OF EXTERIOR -GRADE GYPSUM BOARD WHEN 7/16- THICK (MIN-) (24/16 SPAIN- ""' MID -HEIGHT OF WALL. 11 0 1,1�� REBAR PER SIMPSON OPTION CIPTIO DETAIL B/ST1. EACH SIDE OF FOR SIZE & CONNECTION(S). 2xI2 & ENG. WOOD HORS. EAM AND (1) MSTA24 SHOULD USED WI'TH "PARTIALLY ENCLOSED" BUILDING TYPES) 11 " .#3 INTERIOR OR EXTERIOR S LS RUNNING EACH OPENING� WITHIN 2" OF . USE 24" STRAPS. BE ATTACHED TO (1) SIDE OF EACH 1% INDEX) APA- OR TECO -RATED -1 .1.1 1�1. INSTRUCTIONS. INTERIOR SHEAR -WALLS RUNNING PARALLEL TO TRUSS ABOVE JACK -/KING -STUD ASSEMBLY. - - . __ 41 '__� TOP I CENTERED ON THE JOINT. WALL SHEATHING, BLOCK ALL '2_16" MIN, FOR I STORY Ill 1:1., PERPENDICULAR TO TRUSSES ABOVE W/ HEEL OR I I L EDGES w/ � I 24' MIN, FOR 2 STORY I VERTICAL WEB 6" TO V-6". 1 1) SPH4-6-8 CONNECTOR TYPICAL BQTTQ�A CHORD BRACING & SOFFITS DETAILS , - - . JACK- & KING-STUD(S) . - - 0 SINGLE JACK -STUD TO , i. 2x BLOCKING- HORIZ NTAL '10 11.1 STHD14RI SHOWN PER CALLOUT ON . 7 . 11 STRUCTURAL PLAN HOE PL. USE (1) LTT208 I - TOT TO SCALE APPLICATION REQD w/ STUCCO ,� : 1/2' dta. ANCHOR BOLTS � ; IN PROPER DOUBLE JACK -STUDS TO PORCH BEAM MAY BE NOTGH6Q__ _� , ' I I A WI E PROVIDED � .�:� I CURB WALL - FLOOR WINDOW SILL - - /--Sll - � I G EXT, FINISH. ;:: -----:,! �r_2�'.2%3/16" WASHER (TYP), I ,1) AROUND TOP PLAT I �_ ,,,- W/ 7' MIN. EMBEDMENT & ,,l � SEE TABLE FO / ' FOUNDATION, USE THE TOTAL DEPTH OF THE '� I (2) STHD14 - EMBEDED _� :, I _ I PLACE SHEATHING INTERMEDIATE SHEAR-, H - UNLESS I I - , .11: I 2x4 RIBBON BOARD (S) TT16 0 TRIPLE (OR MORE) BEAM IS I 9-1/4 STRAPS i4" INTO 3ply 2x( ) #2 SYR �: i "EMBEDMENT LINE" FOR FLOOR AND W - � JACK -STUDS TO I I - , _ PT SILL I, . . I �, FASTENERS, PER SILL PL. " WINDOW(S) AND FOUNDATION. NOTED ON THE STRUCTURAL FOUNDATION USE STHD14BI �� 1 1 �. .= ATBASE OF CURB �, " ""'. ... .... .... . V ... .... .... .... . L �._ _� �. SHEET. ... xl�� � SHEATHING =_ ____1 SHEAR OOR(S) SHAL B�- __ __ __ _ _ WHEN LOC _�� . , �: I WALL, I TRUSS TOP CHORD �� �� , � " , . T - . . � . , , __ - , ___ r I _ -1 ..... 0 ... .... . - i _I�� r 1� I . . ..., _00-f- ATTACHMENT, 11 FLOOR . "� ON S-SHEET(S). I I �_+ ATTACHED - 11 ,- I INTERMEDIATE WALL (DTL 2/ST2) AND I - -1 TRUSS APPROPRIATE I BEGIN "EMBEDMENT" AT BASE .1 0 1 L L Ir I HEEL/END VERTICAL - FRAMING MEMBERS TS PER NAIL POST TO PORCH - TRUSS BEARING OF TRUSS _L___ DETAIL A/ST1, TYP. -_ , 11 \-- r'i 11 1111 11 I '�;I, ,i IN ACCORDANCE , . '' HEADER W/ (1) ROW OF L I � ...... . 1, 11 , .. - I +_ REQ'D PLACEMENT I - -_ -1 � U I PLICABLE I 1__� .131xS' NAILS 0 2" O/C. 11 FOUNADTION PER STRUCTURAL PLAN. .1 1. WALL FRAMING N 10 0 6"o/c FROM CONT. 1/' � 0 0 2x4 TO 2x4 BLOCKING 'I MANUFACTURER'S LL ROOF SYSTEM OF OPTIONAL (I.L.0, 1. . IONS & I r&_�STIHD14's) HTT22's . I ,I I � DIRECTIONS. � ! i ... . ..... __:41 I PORTAL FRAME DETAIL � - � i ,I I s r r_�l ------- ' : - _ - -_ -d I HORIZONTAL 2x4 SIPE #2 WOOD*Tie Allj�IHQRING RODS TRADITIONAL METAL CONNECTORS / i i %I\- 2x #2 SYR TOP > 71 '9� (2) ROWS OF .131 x NOT TO SCALE I— - , BLOCKING BTWN TRUSS : X, z ROOF/FLOOR SHEATHING --_ . PORCH BEAM, SEE __ _/ I i I 1_\ PLAN VI 3" NAILS @ Co/c 9 - EXTERIOR WALL 7PENINC HEA1 rR OR SILL 130 MPH, EXP7SUPE C. 8d COMMON HOLD-DOWNS - EACH END OF EACH SHEAR -WALL SEGMENT SHEAR -WALL DESIGNATION NAIL SPACING Ist-FLOOR SHEAR -WALLS 2nd -FLOOR SHEAR -WALLS P ANEL EDGES PANEL FIELD TRADITIONAL HARDWARE WOOD -Tie RODS '10 .. 2, SP iz=:==:��� TRADITIONAL WOOD-Ti� HARDWARE RODS SW - E- -6. , � F -4; - __ - � W 1 �' 31-9" WALL SEGMENTS >-15' LONG: WALL SEGMENTS 1 (2) CSlt'� ACROSS WALL SEGMENTS > ...... � .......... - I'- 8" ENCLOSED 6"o/c 12"O/c NONE REO'D. WALL 15' LONG: NONE FLOOR SYSTEM TO 15' LONG: NONE - .... ._., 5 ,2" 1 ...- � � .... � ............... . ........ . . - - 6-0 131 X 3" TOE NAILS -, , ___ - - _4 - .... ... 2 -- 9X6 - .... � ............. I O'- 5 " I SEGMENTS < 15' LONG: (1) HTT16 OR (1) PHD2 � REO'D. WALL SEGMENTS ( 15' LONG: (1) Y2"dio WOOD*Tie ROD HEADER OR STUD COLUMN BELOW W/ Ist FLOOR HOLD-DOWN AT BA�iL REQ'D, WALL SEGMENTS ( 15' LONG: (1) )II"dio WOOD -Ti, ROD PARTIALLY ENCLOSED 6"O/c - 8"OA SW2 ENCLOSED 4"o/c 12"o/c (1) HTT4 OR (1) PHD2 (1) Y2"clfo WOOD*Tie ROD (2) CS16*. ACROSS FLOOR SYSTEM TO (1) )�"dio WOOD*Tie ROD n < X ry LLJ I I q% I j]", _F_ HEADER OR STUD ry u E ENCLOSED 4"o/c 8"oA -) c4r) D ,,I- I 0 ry ,V.- 0 1 COL. BELOW w/ Ist FLOOR HOLD-DOWN AT BASE U) CN N- LLJ I Swi ENCLOSED 3 -o/c 12 -o/c (1) HTT5 OR (1) PHD6 (1) %"dio WOOD-Tite ROD (MATCH HT722 EMBED./EDGE DIST.) (3) C516'�* ACROSS FLOOR SYSTEM TO HEADER OR STUD (1) %"dia WOOD -Tie ROD (MATCH HTT22 I -1 - I � � -4 N 1 1 1 1, 11 Ehlabeth A'Wnodwaid, PP--.- � � '�+ 'sion ,, iIbfc4s ,-�-�'�E'ngineer w/ 3*x3'xY4" COL. BELOW w/ Ist EMBED./EDGE DIST.) _q ,` 1�, 3 (904�L -:C 080 27 � - , - EH_! SHEET 4,_,� STI 3 4 PARTIALLY ENCLOSED 3"O/c 71�-/- ROUND-HOUE WASHER FLOOR HOLD-DOWN AT BASE W/ 3"x3"xX" ROUND -HOLE - , 1 , WASHER ___j BEAM - ASU44 OR ABU66 W1 (12) 16d TRUSS BOTTOM CHORD. MATCH CONNECT END OF LATERAL BRACE TO BALLOON FRAMING MAY BE USED WITH PATTERN FOR -- - - ---------- _____ R PATTERN FOR .............. . .... . - ------ � .. . ...................... 2x4 #2 SYR CATS 0 ABOVE & ATR OR (1) HTT16 & ATR, SPACING & LOCATION OF BOTTOM CHORD OF GA13LE TRUSS w/ IEITHER ROOF TRUSSES OR CONVENTIONAL SPECIFIED SW (BEL FROM TOP I OF SPECIFIED SW (BEL X 12"o/c ATTACHED To ��MLI� ADJACENT "X" BRACING. (2) H2.5's. HVS OR EO� FRAMING. IN EITHER APPLICATION, WALL AT SHEATHIN OR ,� SHEAR -WALL TO ADJACENT, AT SHEATHIN TOP I TOP >'S W/ (4) 12d FRAMING MUST BE CONTINUOUS FROM THE CHORD OF INDICATED PARALLEL TRUSS. ADD .131 CHORD OF INDICATED / /-COMMON NAILS & 2x STUDS CONTINUOUS FROM D OF GABLE !FLOOR BELOW TO TOP PLATES IMMEDIATELY I TRUSS CONNECTION. TRUSS CONNECTION, / ATTACH TO EACH . FLOOR SYSTEM TO BOTTOM CHORD _4� - 11 1ADJACENT, AND CONNECTED TO, TO THE I x 3" NAILS FROM TRUSS SO .� 11 I TRUSS TO TOP I ASSEMBLY W1 TO 2x AND FROM 2x TO H H I I iz I I / �, > . . ... . OF GABLE TRUSS, SEE UNDERSIDE OF THE OUTLOOKERS ABOVE. IF A TOP I - MATCH EDGE (3) 10d COMMON ` " " . , . �, , . I 1`1 STRUCTURAL PLAN, USED. IT MAY BE APPLIED TO TOE -NAILS_ " FASTEN STUD PLY'S I -111. 17�__"�� .131x3" TOENAILS 0 6"./c & EITHER GABLE TRUSS IS NAILING PATTERN FOR L � - '- TOGETHER PER DETAIL . . . ,`M1 - - , �, , � '7 MSTA12 STRAPS 0 48"o/c OR LTP4 OF THE WALL STUDS AND THE B.C. .. .. 71�71i I, . . . . . . . V Ill' /\ ��\�,, �, X� ----I �, � D-ST1. _ ,, I � /� �//>/// //,/ PLATES 0 32"o/c ,�� THE INSIDE SPECIFIED SHEAR -WALL. 2x , I . I "-�/,,'-\\�L\,//,\ I MEACIHED 10 EACH STUD WITH (3) .131 X 3' MUST MATCH OR EXCEED ENG. TRUSS I .1 , Ll� RUSS -- ---- I M\�1/1 " I \ PLATFORM FRAMED . , - 1.1- I11USS I I , /\//K// LENGHT 0 SHEAR -WALL. ,</ /Y I AND THE T.C. TO THE TOP PLATES w/ .131 X I t�,' , / BDTTOM CHORD OF GABLE TRUSS MAY BE I I 111, 1 3" 0 4"o/c IN (2) STAGGERED ROWS, ** SHEAR -WALL - CONSTRU,T - SHEAR -WALL I -/ -1 IF 1st OUTLOOKER IS PER SPECIFICATION. EITHE PER SPECIFICA I 1 1 11 I I /,\\/,' FLAT. SLOPED, OR COMBINATION THEREOF, IN - _____ 1_11 I L_L_J_1_______.i --- [ ! FOOTING (SEE OR &LL INSTANCES; VERTICAL WALL FRAMING MUST i - ---- - --- __ I FOUNDAFION PLAN F BE CONTINUOUS FROM FLOOR BELOW TO TOP .-...I- , 32" FROM FASCIA OR BOTH SIDE(S) MAY BE EDGE OF 2x NEED NOT OR BOTH SIDE( + - SIZE) PLATES IMMEDIATELY ADJACENT, AND - _____._.___.___ BOARD, DOUBLE 1st SHEATHED, SHEATHED. � OUTLOOKER ONLY. I BE FLUSH NTH EDGE ________1___T_________ ____ CONNECTED TO, BOTTOM CHORD ABOVE, OF TOP I, I @ PORCH POST & BEAM THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A SHEAR -WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA SHEAR -WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA _'IN,, FRAMING DET IL U,NO, AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE I CHANGE IN PLATE HEIGHT A NOT To SCALE NOT TO SCALE SHEAR -WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL SHEAR -WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL @ I __ _ TYPICAL GABLE -END FRAMI�G DETAIL - U.N,O, SHEATHING. THIS DETAIL IS NQT APPLICABLE WHEN CONVENTIONAL SHEATHING. THIS DETAIL IS UQT APPLICABLE WHEN CONVENTIONAL __ . __ - - ___ __.__._. .... � ... � ...... � . . ............................................................... ......... ---...-- -------.-, NOT TO SCALE ROOF FRAMING IS USED, ROOF FRAMING IS USED. FOR ADDITIONAL INFORMATION AND DETAILS SEE TRUSS ENGINEERING G 1 GYPSUM CLN'G DETAILS FOR MAXIMUM a/c __.. -_ --.--- . ............ . . - .. OPTION #1 I OPTION 2 DIAPHRAGM, REFER TO REPORT ICC ESR SPACING OF BRACING. INTERIOR SHEAR -WALLS RLINNING PARALLEL TO TRUSS ABOVE INTERIOR SHEAR -WALLS RUNNING PARALLEL TO TRUSS ABOVE - - EXTEND HEADER TO KING STUDS ------ - ------- ___________ ------ ____________________..__..____ ------- ---------.------------ - - --- - ------------------ � --- - ......... . � ------------ - ------------------------------------- - ,� U - = MIN. 95) Sol NAILS EACH END OF EACH STRAP, 1338 & ESR 1046 "GYPSUM BOARD 11 NOT TO SCALE INTERIOR & EXTERIOR APPLICATIONS,". SEE H.I.B. '91 and BCSI 1-03 EXTEND ONESTUD TO TOP OF I . I ALL UNDER -EAVES (SOFFIT) TO FOR ADDITIONAL ENGINEERED MATCH EDGE NAILING k�t) I I I NOTES: 1) HARDIE-PANEL OR UP SMART SIDING IS AN ALLOWABLE ALTERNATIVE TO THE SPECIFIED 7/16" THICK ARA OR TECO -RATED WALL BE EITHER VINYL SOFFIT WOOD TRUSS HANDLING, HEADER. INSTALL REMAININ , TUDS I I S G _ � -- - --- ______ ___ ........................ � --------- - --------- - -- - - ---------------------- SHEATHING ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. AS JACK STUDS AND STRIP EAIH IL � . - -o- -0- - - PATTERN FOR ROOF/FLOOR SHEATHING . 6 2) OPENINGS AND/OR PENETRATIONS GREATER THAN 12"x12" ALLOWABLE ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. MATERIAL. RATED & INSTALLED K-1 ..* � ,* INSTALLATION AND BRACING HEATHED . .. o . SPECIFIED SW (BEL ,- 2x4 #2 SYR NAILER TO ....... - -�, - - --..-----, FOR THE APPLICABLE DESIGI 7 DETAILS & I ST .... .. ��_.7� - o ` - : o � HEADER PER STRUCTURA . . . . . . - i BOTTOM CHORD OF TRUSS � -- _ . : ,2x #2 SPF BLOCKING. AS REO'D FOR RADIUSED-TOP 3) TOP PL. SPLICES IN SWI & SW2 DESIGNATED SHEAR -WALLS SHALL BE MIN. 48" LONG w/ MIN. (24) EVENLY -SPACED 10d NAILS. SIDE w/ (1) MSTA24 PER PLY. L PLAN, - AT SHEATHIN TOP -I / / / / / I / / MIN. 7/16- THICK WALL INDOWS, w/ (2) .13lx3* TOE -NAILS PER END. 4) AT LOCATIONS WHERE MIN. SPECIFIED TOP PL. OVERLAP IS NOT ACHIEVED, ADD (2) MSTA24's (ONE EACH SIDE OF I) CENTERED ON PRESSURES FOR THE SPECIFIC _r� _-_-- 1x4 R ACING -.:: : : - , CHORD OF INDICATED 16" W/ 10d COMMON 0 3"o/c. PROVIDE FULL -DEPTH / SHEATHING OR STRUCTURAL I W HEADER, ADJACENT TO EACH SPLICE. APPLICATION, Q& %" THICK �;, w/ (2) 10d TO EACH TRUSS. \,\ � ..../� I - ____ .---. o : : o '. -1 TRUSS CONNECTION, MAX 7/16" THICK (MIN.) (24/16 BLOCKING BETWE JOIST ��/ " � �� / / / , / / . (MIN.) ARA- OR TECO -RATED OR -1. Z' -FASTEN TOP PLATETO HEADER SPAN INDEX) APA- OR TRUSSES ABOVE S - I OUT ON S1 ) -_ 1/3/2 � . TECO -RATED WALL SHEET -SIDING w/ (1) ROW OF 8d 2" TOP PL. - PER CALL SPH4-6-8 CONNECTORS 5 SECOND -FLOOR SHEAR -WALLS LOCATED ABOVE CIVU WALLS SHALL USE HOLD-DOWNS SPECIFIED FOR FIRST -FLOOR SHEATHING W/ 6"/6"o/c - DO NOT SPLICE - OVERLAP 2, WQ2) ROWS OF i6d NAILS 0 - � SHEAR -WALLS. AT ACH -/- �// / / / / / , / / NAILS 0 3"o/c AT TOP OF . PL�N. RUCTURAL 0 TOP PL. -TO -HEADER @ SHEAR -WALLS WITH MINIMUM ATR EMBEDIVENTS (INTO LINTEL OR TIE -BEAM) INCREASED TO 12" FOR 1/2-dia AND 15* FOR 5/8"diG RODS. 6d NAILING. BLOCK ALL JOINTS MIN. (2) TRUSSES, ... * Sic, c (TYP), I . Ill .. SHEATHING TO tj / / / / / SHTN'G (IN TO TOP I) AND AT MAX. 32"o/c. 6) AT LOCATIONS WHERE AN INTERIOR WALL IS DESIGNATED AS A SHEAR -WALL. THE WALL MUST BE CONNECTED TO THE DIAPHRAM UNSUPPORTED TAIXtL i I - EXTEND BRACING TO END OR SEE CAL ENG, TRUSS SHEATHING w/ 3"o/c 8d a LUCKINU / / / I / 4'---\'V I. IF � ,,,,,�, I I -0 T %. .. .1 1 6" MI1,L FOR 1 STUHY - W1 8d NAILS 6'o/c AND .'.- 93i===;t �r I I RACED WALLS & ATTACH. ON S L )U � L �- SHEATHING � NAILING. BLOCK ALL BLOCKING TO TO BOTTOM OF SHTN'G (IN TO HDR.. . _ - 9 - ABOVE. REFER TO DETAIL W/STI FOR OPTIONS., [ �_� -_ ,TRUf::TURAL I 7 NO ADDITIONAL PL. -TO -HEADER I � J -r - , PLAN AT SPEC, FASTEN SHEATHING TO HEADER W1 Bd NAILS IN 3" GRID PATTERN AS CONNECTORS REQ'D W/ TRUSS � ! 11 I (, 131.3" TOE- OR TYPICAL SHEAR -WALL ASSEYBLY DETAIL I - I 1 OPENING, .1 , SHOWN & 3"o/c INTO ALL FRAMING COMMON @ 3"o/c. ' � 4 O/C IN (2) STAGGERD A UPLIFTS (1,000#. FOR HIGHER , � *I SHEAR -WALL - :ONSTRUCT ROWS, I UPLIFTS USE CONNECTIONS AS 0, ____ , END -NAILS 0 KING -STUD I �- 7'/I'./c 5d COOLER � I. ,,7-1 , MEMEBERS (STUDS, BLOCKING, AND -1 : PER SPECIFICATION. 11 � , . - '\- - LE CONTINUOUS 13RACING IS -1 SILLS) (TYP). 1. IF THE INDICATED . . . . . . . . I I _ I - TO HEADER. 2x6 HDR. NOT TO SCALE AILS OR #6, I -Y4 - - _ - _ � � " 1.! SPECIFIED ON STRUCTURAL PLAN. Ix \ , \ G I�DRYWALL SCREWS. , ATTACH SHEATHING SHEATHING BE ON OPPOSITE � DOUBLE TOP I OF �z - ;�_��I__ __ __ I I ' \ USE (6) NAILS, 2xS & APPLIED TO THE ROTTOM OF THE ... .. 1* , "I EMBEDDED STRAPS ARE TO TOP >!S W/ Bid SIDE OF WALL OF BOTTOM WALL I 1 .131.3" TOE- OR _11 1 �,-�2 WINDOW HEAD - APPLICABLE ONLY ' \\ 2x10 HORS. USE (9) � ..... - � TRUSS BOTTOM CHORDS MAY BE; � BOTTOM CHORD (AND, � 1,111 It NOT PROPERLY COMMON 0 3"o/c. CHORD NAILER. I END -NAILS 0 KING -STUD WHEN WINDOW DOESN'T ATT H '\\ NAILS, 2x12 & ENG. (1) WOOD -Tie ROD ADJACENT TO BRACED BY EITHER METHOD - SUBSEQUENTLY, THE GYPSUM CLNG 11 � . INTERMEDIATE (NON -CORNER) , 0 ITI CAST -IN-PLACE AT "_� DIRECTLY TO HEADER C WOOD HORS. USE (12) 1 PORTAL FRAME DETAIL. MATCH .. --I FOUNDATION POUR, �. SEE A STUD POSTIF PORCH BEAM IS THE CONTINUOUS 1x4 BRACING I I TO HEADER, 2x6 HDR. USE TABLE FIR NAILS.. IS ATTACHED TO THE BRACING ... I X TYPICAL. SEE STRUCTURAL P -, -1 THEY MAY BE THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A I SIZE & CONNECTIUNk�,). \ J�� RATHER THAN DIRECTLY TO THE FORMATION 1:1 ,�'. TRUSS -TO-> CONNECTORt 2x8 & 2x1O CONVENTIONAL LUMBER (2x8, 2x1O, "... * , _[� 11, �EPLACED WTH HTT22's -WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA - (6) NAILS, A .... . I TOP PLATE MAY BE NOTCHED TO (SHOM4 AT RIGHT) OR THE RIGID I STUDS PEI, MAX . FOR ADDITIONAL INFORMATION, . SHEAR SEE TRUSS SCHEDULE 2�_ HORS. USE (9) NAILS, 2x12 - � __ - - __ - __ __ __! -...- __ - __ __ __ _ 2xl2. ETC). (1) WOODrTIE ROD ALLOW PORCH BEAM TO BE LET IN TO CEILING DIAPHRAGM (SHOWN AT TRUSS) THE MAXIMUM o/c SPACING XHT CONNECTORS, ETC. AN ENGINEERED TRUSS, AND MAY BE USED I.L,O, FRAMING THE 2 _.:�: .. ..... :...:._� . .. . ... \_ (1) MSTA-SERIES STRAP I OF THE BRACING IS 24'. 1, . -2ri- , , . HE . STRUCTURAL PLAN ,�, I I _u 6_ � TYPE (DTL A/STI) - -1 11- .- ..... ... � .... 1. __",,< . � , I & ENG. WOOD HDR& USE 1�� ADJACENT TO EACH SIDE OF POST IF WALL PROVIDED THAT (1) 2x4 #2 SPF LEFT). i� STRAP TO HEADER ON IO' -1 " __T`� , , ... - - to SHEAR- AL CO TI UOUS TO THE UNDERSIDE OF THE HORIZONTAL I SIDE w/ 1/8 I . _ -1. ROOF � �1 ... ... .... .... .... ... .... .... .... .. U, I � I-- , I 0 EACH JACK -STUD TO . q. .1 SHEATHIN (12) NAILS.. PORCH BEAM IS ENGINEERED LUMBER POST IS ADDED TO EACH SIDE OF FOR A PANEL SPLICE (if needed), I - EMBEDDED STRAPS AG FIR �INTGIS DUESTEADIL IS NOT APPLICABLE WHEN CONVENTIONAL I INTERMEDIATE WINDOW HEAD - HEADER. 2x6 HDR. USE (LSL, LVL, PSL, ETC.) ORT TOP x IN PANEL EDGES SHALL BE BLOCKED, I �1 MUST BE INSTALLED wl IS STUDS / SHEAR WALL / APPLICABLE wl DETACHED 12" STRAPS, 2x8 & 200 ADDITION, (1) WOOD -Tie ROD SHOULD QYP,9UM CLN'G DIAPHRAGM METHOD ACING METHOD (1) MSTA24 PER PLY. ___. '). . � 'I-\- & OCCUR WITHIN 24" OF . � ol ADDITIONAL PC, OF #4 FRAMING PER PLAN WOOD*TIe ANCHORING RODS, PER-/ . � � � TRANSOM(S) ONLY. SEE TABLE / HORS. USE 18" STRAPS, BE INSTALLED TO EACH SIDE OF (REQUIRES USE OF EXTERIOR -GRADE GYPSUM BOARD WHEN 7/16- THICK (MIN-) (24/16 SPAIN- ""' MID -HEIGHT OF WALL. 11 0 1,1�� REBAR PER SIMPSON OPTION CIPTIO DETAIL B/ST1. EACH SIDE OF FOR SIZE & CONNECTION(S). 2xI2 & ENG. WOOD HORS. EAM AND (1) MSTA24 SHOULD USED WI'TH "PARTIALLY ENCLOSED" BUILDING TYPES) 11 " .#3 INTERIOR OR EXTERIOR S LS RUNNING EACH OPENING� WITHIN 2" OF . USE 24" STRAPS. BE ATTACHED TO (1) SIDE OF EACH 1% INDEX) APA- OR TECO -RATED -1 .1.1 1�1. INSTRUCTIONS. INTERIOR SHEAR -WALLS RUNNING PARALLEL TO TRUSS ABOVE JACK -/KING -STUD ASSEMBLY. - - . __ 41 '__� TOP I CENTERED ON THE JOINT. WALL SHEATHING, BLOCK ALL '2_16" MIN, FOR I STORY Ill 1:1., PERPENDICULAR TO TRUSSES ABOVE W/ HEEL OR I I L EDGES w/ � I 24' MIN, FOR 2 STORY I VERTICAL WEB 6" TO V-6". 1 1) SPH4-6-8 CONNECTOR TYPICAL BQTTQ�A CHORD BRACING & SOFFITS DETAILS , - - . JACK- & KING-STUD(S) . - - 0 SINGLE JACK -STUD TO , i. 2x BLOCKING- HORIZ NTAL '10 11.1 STHD14RI SHOWN PER CALLOUT ON . 7 . 11 STRUCTURAL PLAN HOE PL. USE (1) LTT208 I - TOT TO SCALE APPLICATION REQD w/ STUCCO ,� : 1/2' dta. ANCHOR BOLTS � ; IN PROPER DOUBLE JACK -STUDS TO PORCH BEAM MAY BE NOTGH6Q__ _� , ' I I A WI E PROVIDED � .�:� I CURB WALL - FLOOR WINDOW SILL - - /--Sll - � I G EXT, FINISH. ;:: -----:,! �r_2�'.2%3/16" WASHER (TYP), I ,1) AROUND TOP PLAT I �_ ,,,- W/ 7' MIN. EMBEDMENT & ,,l � SEE TABLE FO / ' FOUNDATION, USE THE TOTAL DEPTH OF THE '� I (2) STHD14 - EMBEDED _� :, I _ I PLACE SHEATHING INTERMEDIATE SHEAR-, H - UNLESS I I - , .11: I 2x4 RIBBON BOARD (S) TT16 0 TRIPLE (OR MORE) BEAM IS I 9-1/4 STRAPS i4" INTO 3ply 2x( ) #2 SYR �: i "EMBEDMENT LINE" FOR FLOOR AND W - � JACK -STUDS TO I I - , _ PT SILL I, . . I �, FASTENERS, PER SILL PL. " WINDOW(S) AND FOUNDATION. NOTED ON THE STRUCTURAL FOUNDATION USE STHD14BI �� 1 1 �. .= ATBASE OF CURB �, " ""'. ... .... .... . V ... .... .... .... . L �._ _� �. SHEET. ... xl�� � SHEATHING =_ ____1 SHEAR OOR(S) SHAL B�- __ __ __ _ _ WHEN LOC _�� . , �: I WALL, I TRUSS TOP CHORD �� �� , � " , . T - . . � . , , __ - , ___ r I _ -1 ..... 0 ... .... . - i _I�� r 1� I . . ..., _00-f- ATTACHMENT, 11 FLOOR . "� ON S-SHEET(S). I I �_+ ATTACHED - 11 ,- I INTERMEDIATE WALL (DTL 2/ST2) AND I - -1 TRUSS APPROPRIATE I BEGIN "EMBEDMENT" AT BASE .1 0 1 L L Ir I HEEL/END VERTICAL - FRAMING MEMBERS TS PER NAIL POST TO PORCH - TRUSS BEARING OF TRUSS _L___ DETAIL A/ST1, TYP. -_ , 11 \-- r'i 11 1111 11 I '�;I, ,i IN ACCORDANCE , . '' HEADER W/ (1) ROW OF L I � ...... . 1, 11 , .. - I +_ REQ'D PLACEMENT I - -_ -1 � U I PLICABLE I 1__� .131xS' NAILS 0 2" O/C. 11 FOUNADTION PER STRUCTURAL PLAN. .1 1. WALL FRAMING N 10 0 6"o/c FROM CONT. 1/' � 0 0 2x4 TO 2x4 BLOCKING 'I MANUFACTURER'S LL ROOF SYSTEM OF OPTIONAL (I.L.0, 1. . IONS & I r&_�STIHD14's) HTT22's . I ,I I � DIRECTIONS. � ! i ... . ..... __:41 I PORTAL FRAME DETAIL � - � i ,I I s r r_�l ------- ' : - _ - -_ -d I HORIZONTAL 2x4 SIPE #2 WOOD*Tie Allj�IHQRING RODS TRADITIONAL METAL CONNECTORS / i i %I\- 2x #2 SYR TOP > 71 '9� (2) ROWS OF .131 x NOT TO SCALE I— - , BLOCKING BTWN TRUSS : X, z ROOF/FLOOR SHEATHING --_ . PORCH BEAM, SEE __ _/ I i I 1_\ PLAN VI 3" NAILS @ Co/c 9 - EXTERIOR WALL 7PENINC HEA1 rR OR SILL 130 MPH, EXP7SUPE C. ... � ....... � .... � . .......... 1 MAXIMUM SPAN/' ENING FOR i ................... MEMBER REO'D GIVEN WALL , DON T i I . : CONNECTION REGIUIRED AT ENDS REVID PROJECT(S) WITHOUT THE - -;-,- _ .0 F,-- ---.. 2-, 1 ; '10 .. 2, SP iz=:==:��� 1 1 .______i 1 -2X4 1 - E- -6. , � F -4; - __ - � W 1 �' 31-9" '-5" 3 . . ................... 4-0.131 X 3" TOE NAILS ... . . .................. 2- 2X4 .............. . ..... 7'- 1 � ...... � .......... - I'- 8" . ... � I .... 6� - 2' 5'-7" - � �T V-2" 16-0.1,11 " - - � ......................... ____ . ... - X 3" TOE NAILS - 1_2X6 .... 7'-4" 6'-1 I" . 6'-2" 5'-7" .... ._., 5 ,2" 1 ...- � � .... � ............... . ........ . . - - 6-0 131 X 3" TOE NAILS -, , ___ - - _4 - .... ... 2 -- 9X6 - .... � ............. I O'- 5 " . .............. 9'-6" . � ..... _..�V. � _�. � 9 - - .- 7-77 i 2-- i ., ilm s -A35`S W/SdXl , - , . . EXTER:OR WALL-OPENiNG HEADER OR SILL 130 MPH, EXPOSURE D. - .... --- -1 ________ ____.._.__._.___._._...... ..... ..... _..____._ MAXIMUM SPAN/OPENING FOR r___ ____ . MEMBER CIVEN WALL HEIGHT I CONNEC-11ON REQU:RED REVID PROJECT(S) WITHOUT THE AT ENDS � I- 9, t 10� ... .... I 11 , .... -I , " NO, 2, SPF I I -, -, ___ I ... 2X4 � ... -V_2�� ,1_,11 31-,11 ,1_,11 - __ - � 1 2'-9`__ - .............. . ............... � ............... 14 131 X 3" TOE NALS � ....__...._._. P --2X4 .-...--- __ _..___.....__. 5'-6" ......- ............. 5'-O" ....... 4�;__ . ............ � ....... 1 4 �_ 2" - ... - � - __ - ..... _ _- TOENAILS __ 1-2X6 _6'�2' _ 6'-2" _ __ _C V-6' _ "-O" - 4'-6- _16-o�31.x 1 V-2` 16-0 131 X 33- TOE NAILS 1 ___T)�T_ 2 ... L .. __.___......._..._____ 1 8'-6" 7'-7" 6- - - - - - I'-2- 1 V-8, 1 f WM 1112 __ _;� _��ia`l - STRUCTURAL SHEET F I ! -%" THICK (MIN.) APA- OR DETAIL TRUSS TOP CHORD -----A MINIMUM SIZE. I I I SEE STRUCTURAL PLAN. --..-..-..-, ..--. -�-.--.-.-.--.-.-..-----.--.----..-- - iI TECO -RATED SHEATHING W/ ---------------..-. _____ - -- - --- - I _,� -.--..--- � ...... .... ____ I I FOR STUD SIZE/SPACING 6"/6"o/c 8d NAILING. I i I---"- BLOCK I HEEL OR END 4 1-1 REQUIREMENTS, ALL UNSUPPORTED PANEL EDGES I< I><1 1 �� ---- -- N ---. ___ Ll- VERTICAL OF TRUSS - _�. '__ .- __� . _/ " wl 2x BLOCKING, 2x CHIMNEY FRAMING _�_/_ �_ * - - - ; I I - . I E M / , . (3) .1310" NAILS TO EACH ; STUD POST - NUMBER OF PLYS TO EMBERS - SEE STUD MIN. 7/16- THICK (24/16 SPAN ____ I . I / \ TRUSS VERTICAL & 0 6"o/c . I - TABLE FOR SIZE, SPECIES . , \ MATCH HEADER, STUD POST SIZE 2x SYR BLOCKING W ------) � / /1, / /,/ , 8 �z � � / ,1310 ' INDEX) APA OR TECO -RATED WALL . / /,< * _ .131 3" NAILS TO - - . � / * INTE'RIVEDIATE BLOCKING. ADD AND GRADE TO MATCH WALL STUDS NAILS 0 6"o/c TO TOP OF TO SHEATH CHIMNEY w/ 5/16" & MAX. a/c SPACING - � SHEATHING ATTACHED TO FRAMING / / M / : UNLESS NOTED OTHERWISE ON I HARDIE w/ C/6" 8d OR _ USE OVERALL CHIMNEY / d - / : (1) MSTA18 STRAP W/ (7) >ASSEMBLY & TO TOP OF _11,v � L_ MEMBERS & BLOCKING 0 ALL / oo I PER DETAIL D/STI. I 7/16" APA RATED PLYWO - 3j� UNSUPPORT D PANEL EDGES "I . / - /' 1Od/END 0 EA. SPLICE (CONT, � STRUCTURAL PLAN. CONNECT PLYS P OD ___\ ___ HEIGHT FOR I HEIGHT. _ _ __ _ �J_ ___,;� E :,// � w/ 6"-12" o/c. 8d 2 -ply 2x's AT CORNERS. - I NAILING PER CALL TABLE ON ,/ ,. . " 2 _v__1 � IF-- - - I EXTERIOR WALL _/11, I ---... - 1- __ _... - - - , IN / v / V / A / T ,,�t ��YRE, ?yl TT�D ,�ff (1) THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN AT THE R INFORMATION DERIV RO THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW. REV DESCRIPTION 1 I- 2 I- 3 I- 4 I - The CASTILLO �,�,.::L_.. -.1'.. Group ._- -il,".111.1- A Florida Corporation � � - - 1: I".; :,.:�. !�,' :,.- Designers �,��.",.:."� , I, _ I 1-i. .I- . Engineers I. � � � �,,.,,,�,� 655o Roosevelt Blvd. " ;:,,� Wl.- Jacksonville, FIL 32244 ,,�,!� 772-6ioo I904 FL CoA No. 29015 1 q.. I n ^ 4% C;d Irb 4% q.. '11111. ^ � I Cf) , -i 1^ M < 44. I-- LLJ Cn 0 Lii ry 0 D = u"') I 0 => n < X ry LLJ I I q% I j]", _F_ < I 0- ry u E .) MO I- I I qt r') ,n.- LJ ( -) c4r) D ,,I- I 0 ry ,V.- 0 1 F-- 0 0 C.) = U) CN N- LLJ I SCALE WT,S. DATE 7.7.2015 JOB NO. JOB , S-0. f T. NA �Vqt, Ill Project Engi-,iepr:,, I I . � _k - - ''I----- I -1 - I � � -4 N 1 1 1 1, 11 Ehlabeth A'Wnodwaid, PP--.- � � '�+ 'sion ,, iIbfc4s ,-�-�'�E'ngineer I _-,. I __ I I tFi '1_1 � No. er-T.,947- - I -1 � op 41� / /- V� - T, - �. , - : , , �,.,- -'e, /,�- - -7 :., I �, �-, / 4�,�a , - - )� , �_,� '. �� �� � AF, 'I 1114' _� 1��, - , - __ "I I -Z 6, 110 HuUb�v'qu�b , ", . ��, P I I �"L I I _k6KS01T4V1LI-E- _- 2 , - _q ,` 1�, 3 (904�L -:C 080 27 � - , - EH_! SHEET 4,_,� STI 3 4 of : ____ - ____ I— I IF THE HOUSE IS TIED DOWN USING TOP VIEW _ - STRUCTUR , AL -, PLAN. . , _/ . / - TO BLOCK ACROSS EA. I . ... ...... ...... - .......... � _�_�� ............... . . . __-.1_1__----___ I CONVENTIONAL STRAPPING, \ - -- (1) MTS12 OR (1) MSTA18 I 1 -_ -1 TRUSS) I . I STRUCTURAL SHEET AND D 2x4 #2 SYP BLOCKING SET STRAP FOR A SQUARE I I I 'R To E __,/ _rl� I E!1TEAFIL N/ITITHFOR WEEN . TION DETAILS. TRUSSES BELOW CHIMNEY WALLS CHIMNEY & (2) HTS20*S OR TRUSS -TO-> I �A � i I . wl 14) .131,3" IOEIEND NAILS � CONNECTOR: - I IN LIEU OF WOOD PANEL SHEATHING, CEILING MAY BE CONSTRUCTED OF ANY APPROVED MATERIAL HAVING EQUAL OR AT EACH END OF BLOCKING TO \ (2) YSTA24'S FOR A SEE TRUSS SCHEDULE FOR � DOUBLE TOP I OF WALL BETTER PRESSURE AND SHEAR RESISTANCE AS VERIFIED BY CURRENT FBC PRODUCT APPROVAL DOCUMENTATION. RECTANGLE CHIMNEY @ EA : TYPE (DTL A/STI) TOP CHORD OF TRUSS OR RAFTER7"'� - CORNER OF CHIMNEY TO . -_ 11 AT CORNERS OF RECTANGULAR " - _____ RAFTER/TRUSS TOP CHORD STUDS / SHEAR WALL CIPTIC, � ** INSTALL WALL SHEATHING PAIXELS I ME CHIMNEYS, USE 2X8 (11.0. 2x4) � OR 2x4 BLOCKING BELOW. FRAMING SEE STRUCTURAL PLAW -N.... #5 WITH LONG AXIS I LENGTH) . w/ (8) NAILS/END (I.L.O. (4) , - INTERIOR OR EXTERIOR SHEAR 'WAi LS RUNNING � NAILS). M - PERPENDICULAR TO TRUSSES ABOVE I HORIZONTAL AT 24"o/c TRUSS �� � lm___i'�� N - � � - PIMn_11r.T.rA. I _ P� -1 Ik I � - I FRAMING TO PROVIDE MAX, 16"., � I � I . TRUSS TOP CHORD OR RAFTER----- ' SIDE VIEW I U '� CHIMNEY FRAMING DETAIL rw_� SHEAR -WALL BRACING DETAILS SUPPORTS FOR SHEATHING, ** I I TYPICAL OPENIING TRAMIHIG DETAIL - U,N , ,0, WALL DETAIL PORCH CEILING SHEATHING DETAIL (TYP) I NOT To SCALE �`MT1 NOTTO SCALE I I CS -CT 1) NOT TO SCALE . (9 NOT TO SCALE ( ioo NOT TO SCALE �� � 1-_ agnanummmmm . I .. �� " . . 1. - � I . I � . . I I I . . .. I � I I . I I I I � I . I ��, . I V"IFFICE COMY I � , �� . 1. � "I I .1, 11 � I I t: - I I I I I SEE ST1 FOR VERTICAL WALL CONNECTION .- t.• II.II 1 _a0N : 4- 777/ - - --I - -1 4„CO C SL AB W/6X6X 10 10 W W F IL, 5( M -H----.O-_-._-.R-_- )— IZ ON- T -A -L OVER 6 MIL VAPOR BARRIER OVER SEE STI FOR VERTICAL WALL CONNECTION CLEAN, WELL COMPACTED, TREATED FILL (TYP VERTICAL REINFORCEMENT). AY BE USED #5 DOWELS @CORNERS & 24o c 6 - ---- � . I:( #5 ' HORIZONTAL.4 CONIC SLAB W6X6X10 10 WWF ------------=-- #5 HORIZ: 6,FROM END OVER6MiL VAPOR OVER S BRICK LEDGE THEREAFTER- BEND 48 MIN OF VERTICALS. (TYP- VERTICAL REINFORCEMENT): #5 D0W rLS X CLEAN W LL COMPACTED, TREATED FILL SLOPE GRADE ALL DOWELS � TOP & BOTTOM, 1 4 REBAR CONT. O HEADER COURSE EMBEDMINIMUM6„ INTO FOOTING @ CORNERS & INDICATED o/c SPACING 6I 5I HORIZ: 6 z SLOPE - --- -- � _ BEND ALL DOWELS @TOP & 72 FROM END O FDIMENSIONS ARE � �I- /48„ INTOSLAB (GROUT ALL CELLS THEREAFTER MIN. DISTANCES O BOTTOM EMBED MINIMUM 6 INTO FOOTING G MIN.GRADE SOLID) VERTICALS.1 STORY DIMENSIONS A 72 INTO SLAB (GROUT ALL CELLS SOLID)#5 VERTICALS CLEAN COMPACTED i6,MIN. DISTAN SAND FILL _.... EMBEDDED STRAPS 2 STORY @ 24•O/C VFRTI AIS (ff n/r SPACING (TYP. HORIZONTALMUST BE INSTALLED w/ TO 12 COURSES BRICK - ----- (TYP. VERTICAL REI FORCEME T . #4 DO ELS� "REINFORCEMENT):2. 24 o c SLOPE of ADDITIONAL PIECE OF CORNERS & 48 o c THEREAFTER_BEND ALL W1.7 MWII LONGITUDINAL ADD CLEAN FILL A DCO PACT12<131/2 COURSES. 16 o c GRADE __ ......._ P 3 II 1EMBED ELS TOP & BOTTOM, MINIMUM 6 WIRES SPACED @ 16„ 0 C. LIF 13- :: �•, • ' ,,: r ,t ,•x_ , I:I.II I IripIItI . 1II OG /— - •O_ II Wppp«aon- N� z 8 ee SSSSS 54T3T T2TT11 ' a -.'. - •� a . II I _II wnz lI: :II: - ._-- .. 1III I _.- -II1 I - - _ - _ ._ -I - 1I• I II -_--1:- --_I-- :I- _ I -I -( •IIII (I- I --.1I— - I.( - -II �- - -• - a -= IIIie _ 1 I-I_III2 I ----- � _I .1-- _A _I1 1_ II1 O - .-.I•_ _—III_I1I-I 1 -III- I1 .— _II 1III1.II ._ ..- - II.--- III -II_- - 'I - -- -I — - I I I I 1I - I - III )I I .: I. .- I — _I II _. — I I I I -- IISsI _1Tr.II. .1. 22. I _ II 1-I -- --_i - - -.- -_ --. I- --_ I- -6 -_I- -I _ .I I_-l I��--- :- �- _--0I- - _-. -II -E- --.P_-- -- OII I1 - III-X-JII- I -_I IE D- - -I-- I-- - :I-- -- --I --- -I--- - I I - -- - _ : --_ .- —I- -- I - -I —_- - :_-I-- _ 1- I I• -- - -I2 ---- I - --I- -I< 1 5 C OU—d R lS l E S\ /. \\ 8 „- /Io\ / \ \I \ cW BRICK REBAR PER SIMPSON INTO FOOTING 12 INTO SLAB GROUT ALLINSTRUCTIONS. PROVIDE HORIZONTAL CELLS SOLD REINFORCEMENT WITHIN 16„ 8 CMU' FILL ALL CELLS SOLID. 1 STORY FOOTING SIZE MAX. STEMWALL HEIGHT. (5 1 STORY FOOTING w 3,000 sl GROUT. BRICK 12 WIDE W/ 2#4 OR 2#5 CONT 8 COURSES. FOR WALLS > OFT P AND BOTT0M OF , - / \\ \ -:— I -J I •-•� IIII _< e \\, \\S, \\-•1e:T_ _\\ \ ---I- — -- - i- - -_-- :- .> • I III -.I - -I -- _•I _- _/ - -- - - F I •\L__I. _ L / II ; \ -I— / - -I -ID \\ ,I C O \ -,\ M .\\\ _ / _ _ PACT ACT W/ BRICK 20„ WIDE (INCLUDING G LEDGE) W/ 2 #5 OR (3)# W 0 BRICK 16x10 W2 5 CONT. OR 2O# 5 8 COURSES HIGH USE BRICK 20 x0 25 CONT. OR 3 MASONRY STEMWALL. IN12„ X. LIFTS: 2 STORY LAP AL L REINFORCEMENT MINIMUM 40DETAIL 1A ST2 OR 1B ST2 2 STORY WO BRICK 16 WIDE W25 CONT. OR 3 #4 A W/ BRICK 24„ WIDE (INCLUDING LEDGE) W/ (3)#5 0R 4 # DEPENDINGON WALL HEIGHT. W 0 BRICK 20 10•, W/ 2#5 CONT. OR 3 # 8CMU� GROUT ALL CELLS I #5 HORIZ: NEAR MID-HEIGHT,DIAMETERS AT ALL JOINTS. - W/ BRICK 24.x,0 W/ ( 3)u5 CONT. OR 4 SOLID. MAX. 10 COURSES. I ...__...-TYPICAL FOUNDATION DETAIL TYPICAL FOUNDATION DETAIL I (TYP. HORIZONTAL - -------- NOT TO SCALE NOT r0 SCALE ADD CLEAN FILL AND COMPACT _.. __..-: REINFORCEMENT): #5 HORIZ. @EACH N12 MAX. LIFTS. -4th COURSE W1.7(MW11) LONGITUDINAL STANDARD FOOTING SEE DETAIL BELOW WIRES SPACED Q 16 0 C. PROVIDE HORIZONTALE BEDDED REINFORCEMEN• WITHIN 16 OFSTRAPS MUST BESEEST1 FOR VERTICAL WALL CONNECTION. TOP AND BOTTOM OF INSTALLED w/ MASONRY STEM WALL. _ 12d. X 24w 2,500psi 41 I L_ C_ C_O N_-NI CI T. ADDITIONAL PIECE 1 5 1 2„ WIDE CONC. SILL TOP AT MAIN I AX. 2 COURSES SEEST1 FORVERTICAL SLAB LEVEL. TOP -TO -GARAGE FLOOR ABOVE SLAB LEVEL. #4 REBAR PER WALL CONNECTION. FOOTING w 3 5 REBAR EX C E P T . VARIES; MAX 7 1 2„ HEIGHTS EXCEEDING AT ST RY WITH BRICK USE 12„d -__..._...X0>w. w/ 4 #5.SIMPSON WIDTH BY MORE THAN 2 REO ADDITION A 14 CONT: IN SOLID GROUTED _ I STRUCTIONS. _ L U -BLOCK COURSE A ALYSIS ,TYPIC L SLAB 4 CONC SLAB W 6x6x10 10 WWF 0 LOVER 6MILVAPOR BARRIER OVER TYP. VERTCLEAN, WELL COMPACTED TREATED FILL- REINF. 1 STORFoorwc SIZE W/0 BROK 16 10 W/ (2)#4 CONT. Z v1 ,, m GRADE w/ BRICK 20 x0 W/ (3)#4 OR (2)#5 CONT. a 5 YPICL FOING-SEE1ST2 FOR 2 STORY Lj � CLEAN COMPACTED SIZE REINFORCEMENT W/O BRICK 20%10” (3)#4 OR (2)#5 CONT. W/ BRICK 24 x10 W4 4 OR (3)#5 CONT. FILL I— ..._ TYPICAL FOUNDATION 10<15 COURSES STEM WALL FOUNDATION8ST2FOR STEM WALLS WITH 10<15 COURSES & GW, IN. DISTANCES -- A6<10 COURSES STEM WALL FOUNDATION SW or SP SOILS to 30 PSF LATERAL LOADIMENSIONS AREFOR STEM WALLS WITH 6<10 COURSES FOUNDATION AT GARAGEFOUNDATION AT GARAGE NOT r0 SCALE NOrr0 SCALE OVERLAP SLAB RECESS SLAB 3 4>FOR SLOPE 3 4 X 12 4„CO C SLAB W/6X X10/10 WWF 1 1/2 THRESHOLD EXP. JOINT AT GARAGE DOOR OVER 6 MIL VAPOR BARRIER OVER DEPTH_ STUD + 1 1 4„ F:OM 4„ CONC SLABW6X6X10 10WF CLEAN WELL COMPACTED, TERMITE 1/2 OUTSIDE FACE OF BLOCK OVER 6 MIL VAPOR BARRIER OVER TREATED FILL RECESS SLAB 3/4” FOR SGD CLEAN WELL COMPACTED, TERMITE �4"CONC SLAB W/ 6X6X10/10 WW F TREATED FILL 4 CONC SLAB W/6X6X10 10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATE FILL0 OVER 6 I VAPOR BARRIER OVER 1 DEEP WHILE CONCRETECLEAN, WELL OMPACTED, TREATED FILL —111H TYP. SLAB SAW CUT IN 15rx15, GRID, IS WORKABLE WITHIN 12 HRS OF PLACEMENT 5 - ---- -II YPICAL FOOTING - SEE 1 ST2 FOR 6 MIL VAPOR BARRIER 00 CLEAN COMPACTED SIZE/REINFORCEMENT SAD FILL 12”1)#4 CO II I--- =H 16TYPICAL FOUNDATION I I I I III --II— 1 STORY)/' I20” SLOPED TURNED DOWN EDGE2 STORY) FOUNDATION AT FOUNDATION AT S.G.D. N0rr0 SCALE CONTROL JO NT F R CRACK CONTROL INTERIOR LOAD BEARING NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE HOLD HDR. BLK: 4” CONIC SLAB W 6X6X10 10 WWF TO OUTSIDE OVER 6 MIL VAPOR BARRIER OVER 1 1/2” CLEAN, WELL COMPACTED, TRAEFILL 4ONC SLAB W/ 6X6X10 10 WWF ER 6 MIL VAPOR BARRIER OVER 1/2„ TYP. SLAB LEAN WELL COMPACTED, TREATED FILL VARIES4 CONC SLAB W/6X6X10 10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN LL COMPACTED TREATED FILL __ L VAPOR BARRIER ----- _ T1 ,, ------- 1 4 CONT. 2)# CONT. It -- TYPICAL FOOTING 1 ST2 SIZE/REINFORCEMENT TYPICAL FOUNDATION 1 STORY) 20” III II2 STOR FINII TURNED DOWN EDGE LOADBEARINGSTEP DOWN FOUNDATION AT DOOR SILLFOUNDATION AT DOOR SILL sNOT ro SCALE NOT r0 SCALE NOT TO SCALE NOT T0 SCALE HEADER BLOCK OR FORMED CAST @ STEP 4„ CONC SLAB W6X X10 10 WWF 15 x 2,_0 OVER DOWN OVER 6 MIL VAPOR BARRIER OVER CLEAN WELL COMPACTED, TERMITE8 8„ CHASE N VARIES . TREATED FILL CONC. BLOCK STEM WALL. TYP. SLABSLOpE GROUT SOLID VARIES _ III AROUND PIPE GROUT SOLID CLEAN COMPACTED AROUND PIPE YPICAL FOOTING SAND FILL F ---- I SEE 1 ST2 FOR SIZE KNESS8 MIN _ DEEPEN FOOTING @ CHASE TYPICAL FOUNDATION TYPICAL FOOTING SEE 1 ST2 ---- REINFORCEMENT LOCATIONAS RE D TO _I _ FORSIZE/REINFORCEMENT PROVIDE PROPER :- FOOTI G DEPTH: NON—LOAD BEARINGSTEP DOWN NOT T0 SCALE (MAY BE USED SUNKEN SHOWER DETAIL) FOUNDATION WlUTI UTILITY FOUNDATION W/ UTILITY CHASE LOAD BEARING STEP DOWN NOT T0 SCALE NOTTO SCALE NOT TO SCALE STANDARD FOUNDATION DETAILSM0NOLITHIC FOUNDATION DETAILS STE M WALL FOUNDATION DETAILS THESE DETAILS ARE INTERCHANGEABLE WITH THE THESE DETAILS ARE INTERCHANGEABLE WITH THE FOuhdOt OfNote. Wood vertical construction shown atop foundation details for clad tY Wood, cmu, Icf or other structural vertical const ru c t io n STEM WALLS FOUNDATION:DETAILS. MONOLITHIC FOUNDATION DETAILS acceptablesee ST1 for specifics. ATR EXPANSION TYPICAL FOUNDATION 2 4 DOWELS, PER TYPICAL HOLD DOWN PER TOP 0F SLAB FOUNDATION DETAIL CAST INTO PAD l STRUCTURAL PLANS JOINT TOP OF POOL DECKING TYPICAL FOUNDATION FOOTING OR EPDXIED W/MIN. 6 1 #5 VERT @EA H EMBEDMENT, CENTER ;4” PAD \ \/ \ HEIGHT CHA GE HORIZONTAL #5 S SLOPE FTN G PADS 36 3 LA GER. TYPICAL FOUNDATION / �///SIDE OF STEM ALL \ 16�_20,TANDARD \ \/ \ @ 16 O/C. GRA USE ( ) #5 DOWELS. OUNDATIoNC()z Pool TO CONT. R� TYPICAL FOUNDATIO\ \ PACTED BE - 2 trA SL OPE GRADE AREBAR l 2 DESIGNEDFILL \ III #4 VERTICAL BY OTHERS. \SEE DETAILSLOPE AN_COMPACTED GRADEa LECONT � REBAR SLOPE BAR PER �ANIIIIILLIII TYPICAL \ GRADE FOUNDATIONSEE STRUCTURAL � I _... J) --------- M a CDETAIL FOOTING SIZE. xwFa PLANS FOR PAD c / /\/\//I • REBAR THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF ENGINEER'S SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR ` PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW: REV DESCRIPTION 1 - 2 - 3 - 4 - The CASTILL Group p A Florida Corporation Designers Engineers eers 655o Roosevelt 55 .Dose elt Blvd. Jacksonville, FL 32244 -... (904) 772-6ioo FL CoA No. 2g05 CI') Q W Z 0 IFQ Z 0 ry U Co L,L U cn J 'U I—O Z N w DESIGN RW DRAFT MEB CHECKED EA W SCALE N.T.S. DATE 7.7,2015 JQ vN0. JOB T. SO. FT. Project Engineer: I 1j abeth A: Woodward Pi” : 1 Plofassional1 . Engineer 'Licen 'I o. 61947 ���,�? . e' -41 'C 50 ROO`JEL T` 3L\4D (jACKSOINVILLt, FL 4 (904)580-F ' SHEET ST2 40 f 4 �J LOCATION & a�a a • • SEE STRUCTURAL PAD BASE REBAR PCS. d 45 • • • PLANS FOR PAD = a ! / / / • / / / / / / FOOTING SIZE - \\ SEE STRUCTURAL N w oz \ CLEAN COMP \ \ E STRUCTURAL PLAN _ ``' ----� --- // PLANS FOR SIZE LOCATION. & � � � - . \� HORIZONTAL REBAR N � � /SAND FILL TI I REBAR .SPEC S. � r \ \ \� \ \/ .. - 2a PER ST2. I 15 SECTION VIE LOCATION & a � 4 I • \ \ \ ; . \, \. . STEM WALL W 45 CORNER DETAIL F PAD BASE 5 / MIN. I f ACE SECTION VIEW a / / \/ ST2 PAD BASE REBAR SPEC S: NOT TO SCALE. PER STRUCTURAL PLAN SEE STRUCTURAL PER .STRUCTURAL PLA CLEAN COMPACTED\,� N I PLANS FOR /. /, / �/ ,, _. .I L NS 0 SIZE, SAND FILL � � 16 N L PAD FOOTING FOR MONO SLAB ATI 1a \ \ _ STERE WALL HEIGHT CHA, GE RA A LOCATION & FOUNDATION CSD POOL 17 PAD FOOTING FOR STEM ALL PADBASE sE ST2 M W ST2 NOT TO SCALE ST2 NOT ;0 SCALE PER STRUCTURAL PLAN REBAR SPEC S. NOT TO SCALE e ST2 \ I NOTTO A : No o sc LE � FACE VIEW OFFICE Y ' I I