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142, 146, 152 SANDY BEACH LN - PERMIT RES17-(0195, 0196, 0197) DWGS20-00-00 Nol*D 16-05-00 o;f— 20-00-00 19-09-08 0 in No Hack u� •V,.���.�■■■�■■I1■I.�.■■■III■■I■■���■1.111■■■■■■.�:] 5 19-09-08 FOt O NO0 O 0 W 0 w y T C- er is corrosive to truss plates. Any ACQ 1-1(,04 1-1 -04 N at mines in contact with truss plates 6.e. 1-10-D4 _ ect 2-O 00 2-0 00 r Q' [: 2-0 I 2 all " Tru to Wall" r71 2-0(-00 2-0 00 ( ) 2-0 0 CSI -BI Summary Sheet,Guide for handling. o c' ss Manufac r. 2-01-00 2-0 0o - U no e s specificati as for all hanger 2-0(-00 -; oy t+ 0 conn 2-0&00 2-0 -00 r�- % Ti�ss 2-0 00 O 'the s Eeh 2-0 -DO rs t be Simpson r equivaleo U.N.P.- W vi w = vvZ 13 L ¢ = N 5 (3) 2-0 00 Use 10d 1/2" s in hanger onneictions to single 2-0 -00 2-0 00 Eu N plv girder trusses. ' 2-0 00 2-0 00 -'TQ4 are not d signed to support brick U.N.O. ifW ay O — 2-0 -00 0 2-0 00 0 2-0 -00 c lights, ect..., so the trusses do not interfere- FOS ) 2-0 -00 0 2-0 DO o 2-0 -00 G 0 2-0 00 2-0(-00 2-0 00 All on framed roof or floor systems must ls• rA 2-0(-00 2-0 0 V + L �; Z 2-00-00 +moi 2-0(-00 2-0 0 This truss placement plan was not created by an 2-00-00 engineer, but rather by the Builders FirstSource staff 1-0(-04 2-0 00 ( ) - does not. require a seal. Complete truss engineering and 2-0 00 2-0 DO 2-0(-00 UZ Gable end trusses require continuous bottom chord f 2-0 00 D_OO requirements. Although all attempts have been made to do so, trusses may not designed Please refer to the individual truss drawings and trues placement plans for l drawings and true. proper orientation and placement. 19-09-08 19-09-08 1 05-00 20-00-00 Freeport 20-00-00 O 4 M M 0 W U U. O 56-05-00 HATCH LEGEND 0 8' 1-1/8" 17, 7„ MITEK PLATE APPROVAL #'S 2197.2-2197.4, BOISE PRODUCT #'S LVL FL1644—R2, BCI FL1392—R2 Q; Q Nol*D rv.� o;f— M No Hack barges will be accepted by Builders le first. cr •V,.���.�■■■�■■I1■I.�.■■■III■■I■■���■1.111■■■■■■.�:] L+ G` C_ C 3rt� - unless approved in writing ; _. 2t u, G y T C- er is corrosive to truss plates. Any ACQ CS '- 1 n- N at mines in contact with truss plates 6.e. C = W U ect tails) must have an approved barrier appj4d r Q' [: Pe I 2 all " Tru to Wall" r71 " C x�..- C, C, a � conng�¢o a sponsibilit, f the Building - W Qi 0.Desiw¢r, L' CSI -BI Summary Sheet,Guide for handling. o c' ss Manufac r. K. E - q: tL` C -e - U no e s specificati as for all hanger G ;a',- -; oy t+ 0 conn s ted otherwi r�- % Ti�ss o 4" o.c. U.N. . O 'the s Eeh Afklia rs t be Simpson r equivaleo U.N.P.- C i,ry structure orientation. If a reversed or flipped layoutYs < Use 10d 1/2" s in hanger onneictions to single qd it will be supplied at no extra coat by Bui1P': Eu N plv girder trusses. ' it ce. it 4 -'TQ4 are not d signed to support brick U.N.O. ifW ay O - D( ions are Feet -Inches- Sixteenths c lights, ect..., so the trusses do not interfere- = MITEK PLATE APPROVAL #'S 2197.2-2197.4, BOISE PRODUCT #'S LVL FL1644—R2, BCI FL1392—R2 Q; Q Nol*D rv.� o;f— M No Hack barges will be accepted by Builders le first. cr •V,.���.�■■■�■■I1■I.�.■■■III■■I■■���■1.111■■■■■■.�:] L+ G` C_ C Firs(�9C}u unless approved in writing ; _. 2t u, G c ACQ yu er is corrosive to truss plates. Any ACQ CS '- 1 n- 1 mQ t at mines in contact with truss plates 6.e. C = W U ect tails) must have an approved barrier appj4d r f+rst u r71 W Ref, CSI -BI Summary Sheet,Guide for handling. t- K. E - Ins and Bracing of Metal Plate Connected Wood G ;a',- Tru It is4e r to and during truss installation. sponaikility of the Contractor to ensure of thi D proQo 'entation of the truss placement plans as ro O 'the s Eeh action documents and field conditions of the i C i,ry structure orientation. If a reversed or flipped layoutYs < ■I�iii qd it will be supplied at no extra coat by Bui1P': x' +< it ce. it I I i the sponsibility of the Contractor to make sure-, th ()c at of trusses are adjusted for plumbing CI-- c lights, ect..., so the trusses do not interfere- .G ' .; t� G wit a type of items. �a All on framed roof or floor systems must ls• y +^: des' e ae to Nrd impose anv loads on thkoor - V + L �; Z tru . elow. floor trusses have not de.wried i to carry any additional loads from above •, This truss placement plan was not created by an engineer, but rather by the Builders FirstSource staff and is solely to be used as an installation guide and does not. require a seal. Complete truss engineering and analysis can be found on the truss design drawings which may be sealed by the truss design engineer. Gable end trusses require continuous bottom chord f bearing. Refer to local codes for wall framing D_OO requirements. Although all attempts have been made to do so, trusses may not designed Please refer to the individual truss drawings and trues placement plans for l drawings and true. proper orientation and placement. Builders FirstSource Freeport PHONE: 850-835-4541 FAX: 850-835.4532 JackBOIIVille PHONE: 904-772-6100 FAX: 904.772.1973 Tampa PHONE: 813-621-9831 FAX: 813-628-8956 �ii� . _■IIS ■iii iii■_ ■I_ I■ In ■I_. mil■ ,_■■H■_■■_,_, 1�011■INI■I■I■I■I■I■I■ISM . ��II■�■I■■�■I■ISI■IIml MITEK PLATE APPROVAL #'S 2197.2-2197.4, BOISE PRODUCT #'S LVL FL1644—R2, BCI FL1392—R2 Q; Q Nol*D rv.� o;f— M No Hack barges will be accepted by Builders le first. cr L+ G` C_ C Firs(�9C}u unless approved in writing ; _. 2t u, G c ACQ yu er is corrosive to truss plates. Any ACQ CS '- 1 n- 1 mQ t at mines in contact with truss plates 6.e. C = W U ect tails) must have an approved barrier appj4d r f+rst u r71 W Ref, CSI -BI Summary Sheet,Guide for handling. t- K. E - Ins and Bracing of Metal Plate Connected Wood G ;a',- Tru It is4e r to and during truss installation. sponaikility of the Contractor to ensure of thi D proQo 'entation of the truss placement plans as ro O 'the s Eeh action documents and field conditions of the i C i,ry structure orientation. If a reversed or flipped layoutYs < Y q5 qd it will be supplied at no extra coat by Bui1P': x' +< it ce. it I I i the sponsibility of the Contractor to make sure-, th ()c at of trusses are adjusted for plumbing CI-- c lights, ect..., so the trusses do not interfere- .G ' .; t� G wit a type of items. G 0 All on framed roof or floor systems must ls• y +^: des' e ae to Nrd impose anv loads on thkoor - V + L �; Z tru . elow. floor trusses have not de.wried i to carry any additional loads from above •, This truss placement plan was not created by an engineer, but rather by the Builders FirstSource staff and is solely to be used as an installation guide and does not. require a seal. Complete truss engineering and analysis can be found on the truss design drawings which may be sealed by the truss design engineer. Gable end trusses require continuous bottom chord f bearing. Refer to local codes for wall framing D_OO requirements. Although all attempts have been made to do so, trusses may not designed Please refer to the individual truss drawings and trues placement plans for l drawings and true. proper orientation and placement. Builders FirstSource Freeport PHONE: 850-835-4541 FAX: 850-835.4532 JackBOIIVille PHONE: 904-772-6100 FAX: 904.772.1973 Tampa PHONE: 813-621-9831 FAX: 813-628-8956 Habitat for Humanity - Beaches 142,146,152 Sandy Beach Lane Triplex .. ey 09/13/20171 DC 1 1213846 Fi�ot •'. F r�z d.eR�7dz. 1228697 N/A 1213846 PREPARED BY: GENESIS GROUP F R O M V I S 1 0 N T O R E A L I T Y 9822 TAPESTRY PARK CIRCLE, SUITE 201 JACKSONVILLE, FL 32246 (904)730-9360 Fax: (904) 730-7165 UNIT TYPE: DUPLEX: Block 5, Lots 29-30 TRIPLEX: Block 1: Lots 1-3, 8-10 Block 2: Lots 1-3, 8-10 Block 4: Lots 1-3, 8-10, 11-13, 14-16 QUADPLEX: Block 1: Lots 4-7 Block 2: Lots 4-7 Block 3: Lots 1.4 Block 4: Lots, 4-7 Block 5: Lots 1-4, 5-8, 9-12, 13-16, 17-20,21-24, 25-28 CONSTRUCTION PLANS FOR r ..Gate Individ ATLANTIC BEACH, FL PREPARED FOR: BEACHES HABITAT FOR HUMANITY 1671 FRANCIS AVENUE ATLANTIC BEACH, FL 32233 I TRACT'A' j STORMWATER MANAGEMENT FACLLRY - `\ 4 ' \� ' `� Mq ),P0 9/ 10 RTRogO o �/ Fgcti: J ` 4 r 8 Cr Yf fi NPY1Df %x 7 y "'•a •yy�.a..v� 4F SECTION 38 TOWNSHIP 2S RANGE 29E I m /2/3 /4 i / j \ OjijV 73 14 /is/ 18 / TRACT -V 0 •R�SECOVp� j TRACT Ir i NEIGNBORNOOD PARK \ (q l GATE DRIVE 11, 1 I 2 28 DC i �7 �(t EA N Z2 23 - 24 ' 25 21 18 19 20 �� 1 '. TMCvr 17 � 1 9 10' 11' 12 13 1418 18 I i N I� S 8 T 8 SUNRISE D� _ - �' _------ PROJECT MAP / i / / / nE jo u F w 4 Q W�> ®W �y► o p < Ont ° m- N - =nm Q W - 'j 'i p > �m 2 ULL T LIJp =p 2 Q'Ac ap, W »a fao phi 0 Q 6 �/ Ft �a W m g m m W W W Q 2 � OFFICE COPY Z � Q �V O V o PROJECT REFERENCE: REFERENCE GENERAL NOTES, CONSTRUCTION DETAILS, AND DETAIL GRADING PLANS FROM, MA®ER THE PERMITTED CIVIL ENGINEERING SET. 0 �b LOCATION MAP SHEET INDEX 1 COVER 2 COMMUNITY PLAT 3 FINISHED FLOOR ELEVATIONS 4 TYPICAL GEOMETRY PLANS 5 TYPICAL UTILITY PLANS 6 TYPICAL LANDSCAPE PLANS I m /2/3 /4 i / j \ OjijV 73 14 /is/ 18 / TRACT -V 0 •R�SECOVp� j TRACT Ir i NEIGNBORNOOD PARK \ (q l GATE DRIVE 11, 1 I 2 28 DC i �7 �(t EA N Z2 23 - 24 ' 25 21 18 19 20 �� 1 '. TMCvr 17 � 1 9 10' 11' 12 13 1418 18 I i N I� S 8 T 8 SUNRISE D� _ - �' _------ PROJECT MAP / i / / / nE jo u F w 4 Q W�> ®W �y► o p < Ont ° m- N - =nm Q W - 'j 'i p > �m 2 ULL T LIJp =p 2 Q'Ac ap, W »a fao phi 0 Q 6 �/ Ft �a W m g m m W W W Q 2 � OFFICE COPY Z � Q �V O V o PROJECT REFERENCE: REFERENCE GENERAL NOTES, CONSTRUCTION DETAILS, AND DETAIL GRADING PLANS FROM, MA®ER THE PERMITTED CIVIL ENGINEERING SET. 0 �b GRAPHIC. SCALE FRONT F BUILDING _ _ _ J 4'� 25.50' x6.50 (x6.50' . 25.50' ten. m w 1 oI o 16.5 _ J I o ' _ 16.5' (n 20, M u ir t 20 5-7' UTILITY EASEMENT 1 cD 16.5 16.5' Oi 0 20 5.5 -15.5' nj i �- J5.75' Fn m _ I N Irn N �" i rn �I I0) Icfl On a N � — II �o " ICD N a 3.33 o 3.33' 11' o i o - O I O 4 I OOR O 0 1 s.5 � � w I I d 16.5' O 13 1.17'1 1.33 tO 0.5' S` 33'11.17' l Sl 14.5' jr 18 4 18 I r. N 1 22.17 y: 1 ,19.83 ' .19.83 1 22.17 PORTABLE ' x TOILET 8'xl6' DUMPSTER 8'xl6' ALLEY PAD CONSTRU TION POD QUADPLEX BUILDING SITE DATA SUMMARY - QUADPLEX BUILDING 1. ZONING: SPA 8-11' OFFICE COPY 62 REQUIRED 2.MINIMUM YARD REQUIREMENTS 14-17' FRONT PORCH 8' FRONT BLDG. 12' SIDE 5' REAR 20' MIN. LOT WIDTH 84' MIN. LOT DEPTH 92' MIN LOT AREA 7,725 SF MAX. LOT COVERAGE (4-7) 65% :; II >: 5' UTILITY EASEMEN I i PARKING AREA INCLUDES PERVIOUS PAVERS EROSION CONTROL NOTES AND SPECIFICATIONS: OVERALL DEVELOPMENT INCLUDES SILT FENCING. CONTRACTOR SHALL REFER TO GENERAL NOTES, PR VIDED CONSTRUCTION DETAILS AND DETAIL GRADING PLAN', FROM THE PERMITTED ENGINEERING AND DEMOLITIONS PLANS FOR THE OCEANGATE DEVELOPMENT, aka 201 8-1' MAYPORT. WHEN OVERALL DEVELOPMENT HAS BEEN 13-17' FINISHED, EACH TRIPLEX OR QUADPLEX LOT SHALL 5.5' INCLUDE SILT FENCING TO SURROUND THE INDIVIDUAL 26 43' LOT. 84' 92' 7,728 SF 52.7% - 4075 sf - BUILDING AND CONIC. 9.3 - 1440 sf - IMPERVIOUS PAVERS (50%) a 8-11' OFFICE COPY 62 - TOTAL 12' 14-17' OUTSIDE UNITS INTERNAL UNIT A 5' INTERNAL UNIT B LOT SIZE: 2,229.5 SF LOT SIZE: 1,634.5 S7 35-43' LOT SIZE: 1,634.5 SF 0 BUILDING: 640 SF BUILDING: 730 SF Q BUILDING: 858 SF 0 PORCH / AC: 240 SF PORCH / AC: 230 SF PORCH / AC: 165 SF a SIDEWALKS: 104 SF SIDEWALKS: 56 SF 65% 47.4% - 2,965 sf - BUILDING AND CONIC. SIDEWALKS: 40 SF O PAVERS: 360 SF (50%) = 180 SF PAVERS: 360 SF (5 %) = 180 SF PAVERS: 360 SF (50%) = 180 SF Nm TOTAL IMPERVIOUS: 1,164 - 52% TOTAL IMPERVIOUS: 1,196 - 73% TOTAL IMPERVIOUS: 1,243 - 76% N a INSIDE UNIT PORTABLE TOILET DUMPSTER PAD FRONT OF BUILDING u*x10' CONSTRUCTION POD TRIPLEX BUILDING SITE DATA SUMMARY - TRIPLEX BUILDING 1. ZONING: SPA 2.MINIMUM YARD REQUIREMENTS FRONT PORCH FRONT BLDG. SIDE REAR MIN. LOT WIDTH MIN. LOT DEPTH MIN LOT AREA MAX. LOT COVERAGE (4-7) OUTSIDE UNITS LOT SIZE: 2,329 SF BUILDING: 640 SF PORCH / AC: 240 SF SIDEWALKS: 104 SF PAVERS: 360 SF (50%) = 180 SF TOTAL IMPERVIOUS: 1,164 - 50% REQUIRED PROVIDED 5-7' UTILITY EASEMENT 5' UTILITY EASEMENT a U) Z J W J -j 8' 8-11' OFFICE COPY IL a W 12' 14-17' 5' 5.75' 20' 35-43' ® 0 68' 68' Q W 92' 92' O 6,250 SF 6,256 SF W V 65% 47.4% - 2,965 sf - BUILDING AND CONIC. (' = O 8.6% - 1080 sf - IMPERVIOUS PAVERS (50%) W cy 56% - TOTAL F" N a INSIDE UNIT V LOT SIZE: 1,598 SF 1 BUILDING: 709.5 SF d PORCH / AC: 231 SF SIDEWALKS: 92 SF ^" PAVERS: 360 SF (50%) = 180 SF* TOTAL IMPERVIOUS: 1,212.5 - 75% 4 (:uAPHIC SCALE m ( IN MT) inch - zo It F i 1 " WATER LINE SERVICE FF 4" SEWER SERVICE T I - _ T I 2% MIN. W/ CLEANOUT i I 1 \ I I III III I I I I i II I I I III I I I II II I I 1 I REF. DOUBLE WYE PLAN DETAIL SAN SAN SAX SAN SAN SAX 8" PVC " 8 WATER MAIN (TYP.) 8 PVC S.S. (TYP) QUADPLEX BUILDIN NOTES A. CONTRACTOR TO COORDINATE WITH CITY OF ATLANTIC BEACH FOR CONNECTIONS TO EXISTING UTILITIES. B. SEE PLUMBING PLANS FOR INTERIOR UTILITY LAYOUT AND CONNECTIONS. C. WATER AND SEWER SERVICES PER FLORIDA PLUMBING CODE. L E G E N D SYMBOL DESCRIPTION — y — — PROPOSED WATER LINE s — — PROPOSED SEWER LINE ° SEWER CLEANOUT ® WATER METER FRONT OF BUILDING I i 1" WATER LINE SERVICE 4" SEWER SERVICE - 2% MIN. W/ CLEANOUT T � T i I I ITIJ— REF. DOUBLE WYE PLAN DETAIL SAN SAN N SAN SAN 8" PVC 8" PVC S.S. (TYP) WATERMAIN (TYP.) TRIPLEX BUILDING UTILITY CONNECTION NOTE: 1. UNITS THAT ABUT ALLEY SANDY BEACH LANE HAVE WATER AND SEWER UTILITY CONNECTING FROM THE ALLEY SIDE OR REAP SIDE OF THE UNIT. 2. UNITS THAT ABUT ALLEY SUNRISE COURT HAVE WATER AND SEWER UTILITY CONNECTING FROM OCEAN GATE DRIVE OR THE FRONT SIDE OF THE UNIT. OFFICE COPY mIU H Zz �X a J Za OUJ Q ZZ Q a '00 W♦ V Q ' 0 cycy J QJ p I- ¢T NUQR 5 rE F J Z 0. J°. 2 Nmm L° o t^0 1- LY _ JELL Z, 0 DLL Lu V rc ILa= LL V)ao LL >�= W Wm� _ Na m W m � m 9$ �g H Zz �X a J Za OUJ Q ZZ Q a '00 W♦ V Q ' 0 cycy J QJ p I- ¢T NUQR 5 FRONT OF BUILDING RI 1 1 i I I I rI OF I I I I I I I I I I I .4 ALLEY QUADPLEX BUILDING GRAPPIC SCALE Jill - --� 1J—b-2° K 1%-1ASTE iR FL ANT L I &T SYMBOL I SCIENTIFIC NAME 8' ht. 2" cal. min. - Standard 30 cla l COMMON NAME _ SHADE TREES 8' ht. 2" ca I. min. AR Acer Rubrum 30 gal Red Maple 'Flame' Quercus virginiana Ulmus parvifolia UNDERSTORY / ORNAMENTAL TREES (A 8' ht. 2" ca I. min. Live Oak Drake Elm TERNATIVES) Callistemon viminalis ' Red Cas Cercis canadensis 'Forest Pan acle' Red Cascade 5ottlebru5h (Weeping) Vy ' Forest Pansq Redbud Chicnanthus vir inicus Fringe Tree Feijoa sellowiana Pineapple Guava Ilex Vomitoria Yaupon Holly Tree Form Magnolia soulan iana 'Jane' Jane Magnolia Prunus x yedoensis Yoshina Cherry FRONT OF BUILDING ALLEY TRIPLEX BUILDING SIZE I COMMENTS 65 ga I. 15' ht. 5' spd. 3" Cal: 65 pa I. 12' ht. 5' 5 d- 3" cal. 65 pal. 14' ht. 4' spd. 3" cal. 3m gal 8' ht. 2" cal. min. - Standard 30 cla l 8' ht. 2 " ca I. min. 30 cla l 8' ht. 2" ca I. min. 30 ga 1 8' ht. 2" ca I. min. 30 gal 8' ht. 2" cal. min. 30 ga I 8' ht. 2" ca I. min. 30 c is I 8' ht. 2" ca I. min. OFFICE COPY 1 1�; t/) H Z X Z W J EL a0. Q Z Z Q W D QO J CY J Q a � ECl RLMCR 6 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 142 SANDY BEACH LANE (UNIT'A') 146 SANDY BEACH LANE (UNIT'S') 152 SANDY BEACH LANE(UNIT'q)C' ATLANTIC BEACH, FL 32233 TRIPLEX BUILDING TYPE 2 STORY, 3 BEDROOM ATTAC ED SINGLE FAMILY HOUSES PERMIT SET DATE ISSUED: DECEMBER 6, 2016 ARA CALCULATION SUMMARY BUILDING AREA (UNI 'A') FIRST FLOOR A/C: 584 SQ FT. SECOND FLOOR A/C: 588 SQ FT. TOTAL A/C: Architectural and 1,172 SQ FT. GARAGE: N/A FT. SECOND FLOOR A/C: 545 SQ FRONT PATIO: TOTAL A/C: 120 SQ FT. REAR PATIO: 48 SQ FT. STORAGE: SQ 18 SQ FT. TOTAL UNDER ROOF: 1,365 SQ FT BUILDING AREA (UNI 'Cl) FIRST FLOOR A/C: 584 SQ FT SECOND FLOOR A/C: 588 SQ FT TOTAL A/C: Architectural and 11172 SQ FT. GARAGE: N/A FT. SECOND FLOOR A/C: 545 SQ FRONT PATIO: TOTAL A/C: 120 SQ FT. REAR PATIO: 48 SQ FT. STORAGE: SQ 18 SQ FT. TOTAL UNDER ROOF: 11,36-5 SQ FT. BUILDING AREA (UNIT 'B') Architectural and Interior FIRST FLOOR A/C: 667 SQ FT. SECOND FLOOR A/C: 545 SQ FT. TOTAL A/C: 11212 SQ FT. GARAGE: N/A ami FRONT PATIO: 97 SQ FT. REAR PATIO: 55 SQ FT. STORAGE: 20 SQ FT. TOTAL UNDER ROOF: 1,384 SQ FT LOT AREA: * THIS BUILDING IS A TOWNHOME SOLD AS "FEE SIMPLE" UNITS. BUILDING COMPLIES WITH THE SEPARATION REQUIREMENTS SET FORTH I 2004-704.4 N FBC DRAWING INDEX ARCHITECTURAL DRAWINGS A-001 TITLE SHEET AND CONTACT INFORMATION A-101 FIRST FLOOR PLAN AND GENERAL NOTES A-102 SECOND FLOOR PLAN A-103 FOUNDATION AND ROOF PLAN A-104 ELECTRICAL LAYOUT PLANS A-200 EXTERIOR ELEVATIONS A-300 WALL SECTIONS AND!DETAILS A-301 STAIR SECTION AND DETAILS REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE: COMMUNITY DEVELOPMENT - APPROVED OFFICE COPY BUILDING CODE SUMMARY CODE JURISDICTION: DUVAL COUNTY FLORIDA BUILDING CODE- 5TH EDITION OCCUPANCY CLASSIFICATION: R: RESIDENTIAL CONSTRUCTION TYPE: TYPE V -B (WOOD FRAME SPRINKLED: NO ) FIRE DISTRICT: NO ZONING: RMD-B ZONING CODE: THE PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS INCLUDING MAXIMUM BUILDING HEIGHT OF THIRTY FIVE FEET (35'-011). BUILDING HE=IGHT- APPROXIMATE HEIGHT AFG: 26-3" Id Beaches Habitat for Humanity@ 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 ami ~--- Z Z Z N M W W VUj Z Z Z U. aaa= w aQam W mmm_ W Wv 0 Q Z Z Z Qaa� C0 CO Ua CN CO Ln r - PROJECT TYPE: TRIPLEX DATE ISSUED: DECEMBER 6, 2016 REVISIONS: SHEET TITLE TITLE SHEET UER SITE PLAN SHEET NUMBER A-001 PERMIT SET GENERAL NOTES: ABBREVIATIONS: 1. PROVIDE 4'-0" MIN. NON-COMBUSTIBLE FIRE RETARDANT -TREATED PLYWOOD. AC AIRCONDITIONER PLASHING SEALANT BEAD BETWEEN AFF ABOVE FINISHED FLOOR BLOCKING NOTES: AHU AIR HANDLER UNIT 1. INSTALL GRAB BAR BLOCKING FOR FUTURE GRAB BAR INSTALLATION. 2 X 6 CH COUNTERTOP HEIGHT BLOCKING TO BE LOCATED AT 36" (CENTERED) ABOVE FINISHED FLOOR. DR DOOR - DW DISHWASHER STAIR NOTES: FLR FLOOR 1. TREADS MADE OF 2x12 GLUED & SCREWED (TRIMMED AS REQUIRED) HB HOSE BIB 2. RISERS MADE OF 1x8 GLUED & SCREWED (TRIMMED AS REQUIRED) MC MEDICINE CABINET 3. LANDINGS MADE OF 2x8 @ 16" OC. DECK W/ 3/4" T&G PLYWOOD GLUED & NAILED MIR MIRROR 4. CARRIERS ARE 2x12 EQUALLY SPACED (TYP.) MTL METAL 5. TOP OF HANDRAIL INSTALLED @ 34" - 38" ABOVE FINISHED FLOOR / TREADS AS OHC OVERHEAD CABINETS MEASURED FROM NOSE OF TREAD. OPNG OPENING OPT OPTIONAL WINDOW SIZE NOTE: R&S CLOTHES ROD AND SHELF 1. CONTRACTOR TO ADJUST ACTUAL WINDOW SIZE AS REQUIRED TO COMPLY WITH REF REFRIGERATOR FLORIDA BUILDING CODE MINIMUM NEW CLEAR 5SF OPENING ON THE GROUND AND SD SMOKE DETECTOR 5.7SF OF THE SECOND FLOOR. SGD SLIDING GLASS DOOR SH (#) SHELVES (QUANTITY) UC UNDERCOUNTER VOL VOLUME WC WATER CLOSET WD WOOD WOOD FRAME CONSTRUCTION CODE COMPLIANT WINDOW INSTALLATION METHOD (F13C-R703.B) WEATHER RESTIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. /� FLASHING APPLIED OffM THE FACE OF THE MOUNTING FLANGE. 14i SECTION A THROUGH WINDOW JAMS °STEPS @IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL 4 WOW TOWARDS THE TOP, INSTALL THE WIRE, TO THE FACE OF THE SHEATNIN's. APPLY SILL FLASHING (4or6") APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE TO HEAD 1 BOTH JAMBS. APPLY A DISCONTINUOUS BEAD TO BOTTOM FLANGE LEAVING (2) V GAPS. SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. ® APPLY JAMB FLASHING (�p APPLY BEAD OF SEALANT AT HEAD 1) APPLY HEAD FLASHING REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING WRB TO LAY FLAT OYER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT - SEE DIAGRAM. BEHINLANT MEAD D MOUNTING SEAL THE WINDOW FRAME TO OPENING. / APPLY A V NOM. DIA TO THE BACKSIDE (INTERIOR) OF THE WINDOW FLANGE, IN LINE WITH ANT PRE -PUNCHED HOLES OR SLOTS. m 3'-211 ®JAMB FLASHING PLASHING SEALANT BEAD BETWEEN APPLY CONT. SEAL TO THE MOUNTING FLAKES AT FLASHING AND MOUNTING FLANGE. THE TOP (HEAD) AND BIDES (JAMBS) OF WINDOW. Lj = w EMBED JAMB FLASHING INTO SEALANT AND FASTEN iN PLACE. (FLASHING GOESOVER SEALANT). 7 ^ / l /SECURE WRB AT HEAD O®'/ FLASHING AT HEAD EMENDS !" / \ BEYOND JAME FLASHING. AHEAD FLASHING SEALANT \ / / I EMEED BOTTOM OF THE HEAD PLASHING AGAINST THE PREVIOUSLY / \ / APPLIED SEALANT (FLASHING GOES / \ I OVER SEALANT). EMEND HEAD © / FLASHING BEYOND EACH JAMB / FLASHING. FASTEN IN PLACE. / � I ®.JAMB FLASHING EXTEND JAMB FLASHING TO OVERLAP BILL FLASHING. TUCK TOP OF JAMB FLASHING UNDER THE FLAP OF WRB AT THE HEAD. BEE DIAGRAM. Q I"IV \ 1 / SEALANT \ I / BILL FLASHING &HIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUME, AND LEVEL CONDITION. UBE CORROSION (D WINDOW MTANUFACTURER SPECIFICATIONS WINDOUB PER T �1 WEATHER RESISTANT r AT E REEA BARRIER A DEN A D AJGLE, CAREFULLY CUT' THE / TOP DD ON 4 DIAGONAL. GENTLY RAISE THE TOP EDGE CORNERS THE BARRIER UP AND TAPE THE TOP UFAC AND CENTER TO THE EXTERIOR SURFACE ABOVE. fff✓/// / INTERIOR VIEW TOP LEFT CORNER OF WINDOW NOTES: �I sill pan fleshing t. flashing to be flexible self-adhesive type (min. 4" wide) 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 24 SILL PAN FLASHING weather resistive barrier NTS (ontl_�naI wall If Prepared by BOAF First Coast Chapter 9-11-2013 WH WATER HEATER O 1 O N d- 1 N 11'-0" 3'-0" 5'4" PATIO 00CD \ M W UTILITY 8 61-011 20'-0" SEPARATION WALL I 56'-6" C A-200 16'-6" I 6'-6" 10'-0" TRASH & A/C CL SEPARATION WALL I PATIO 31-1011 21.211 91-011 lo 0/^0 W / N I I- OROR � / I I 2 0- _ _ �p I I 4< VANITY cr) _ / i i 2 A-300 ; �� ;UTILITY; A-300 BATHROOMS / 0 8' CLG. TRASH & A/C 1\31 _211 8 C_1 "/ i2'-5'1 ti TRASH & A/C ZD ` 3068 NOIEJ M PRE -FAB_ in NOWE', CCOO ca O _ )C R = = oLL 1 0 ow IT I 1 0 1 Cl) M m I ' 1 CO I \ o iv REF I I CLO ET I 1 N �\ c� 1= I �� 8'CL U1 REF I ° o _ 9'-411 10 I 0, REF N I 1 9'-4" CtiSH ^ �H R 00\1t o I° 1 8'-011 - 00 0 1^ a - ITI ild co Q m M I I o 12 I 1 0 EAR d II -1 3'-211 21.411 5 ' 3068 Lj = w I N 1 W BATHROOM �- v 8' CLG. v= /ILD - �0_ Q 17-71 L I a I-) d 2X6 WALL 2852SH 41_211 WH H AC 2 1 _ �. O MECH 00 w N 7'-8' CLG. o > O I CV Z - I ( I O 3TOR,IkG VAR ES 3'-1 " 112'-2" Fn 0 0 Ir - 7 GREAT ROOM -1 o N a 6 5 8' CLG. J a 5 4_11 I N 1 Q°O 3_11 I - �0_ Q 10 Ko to m 1(n a KITCHEN ' I - PAN Y ' KITCHEN 8' cLc.1= I I KITCHEN -1 s' L ( = I 8' CLG. 0 U ° I 8' CLG. I ° 0 0 ( ��\\ I IW 1 I U I w o---- I 1 `--' N --- -- I OI = d > L HVAC _j M 7'-411 21.611 I .� ..I — — — — — — 7 8 GH 2'-6" 71_411 2'-611 6'-0" 4'-2' 3'-10" GREAT ROOM 8' CLG. 2 CC) v N CD \\ d 2852SH 2852SH A-300 T:_MPERED TEMPERED 1_211 1_011 31-211 61_811 \ 0 2 3 A-301 A-301 FRONT PORCH �J L _j IL _j 10'-0" 10'-0" UNIT'A' 1FI RST FLOOR PLAN 101 SCALE: 1/4" = V-0" I N to r0� 1 , O O i I 00 2852SH 2852 H co TEMPERED T MPE ED 3'-2" 1 4'-011 FRONT PORCH L_LI�L'3i Iff L 1'-OI_j GREAT ROOM 8' CLG. 0 0 N o e 11'-0" 5'-4" 3'-0" PATIO / 00 / M I UTILITY 8' CLG. V / _ 6'-011 it c.""1 v v l-1 -- R CF -O to 6 F S ER co Q u) 37" Sec a CEA F 3068 3'-211 0 BATHROOM c) uJ ' 8' CLG. 'O 2 -T�c0 - –;—� I / 1 Fw-- GREAT ROOM -1 7 6 (0W° o > u- 7'-8' CLG. N Qo 1 3 8' CLG. J a 5 I N 1 2'-2" oil 4 I - 6 Q U 5 I d a01 3 2852SH I *H // o N 2 2 1 I �. 1 CL� I I N I I bo I ( I r0� 1 , O O i I 00 2852SH 2852 H co TEMPERED T MPE ED 3'-2" 1 4'-011 FRONT PORCH L_LI�L'3i Iff L 1'-OI_j GREAT ROOM 8' CLG. 0 0 N o e 11'-0" 5'-4" 3'-0" PATIO / 00 / M I UTILITY 8' CLG. V / _ 6'-011 it c.""1 v v l-1 -- R CF -O to 6 F S ER co Q u) 37" Sec a CEA F 3068 3'-211 0 BATHROOM c) uJ ' 8' CLG. 'O 2 -T�c0 - –;—� I / 1 Fw-- I TEMPERED TEMP4RED w H 6'-8" 31_211 41-011 61_211 L __J IL L� _ 1'-0"1'-0" 10'-0" 10'-0" Habitat for Humanity' BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 _ (904) 241-1222 FAX- (904)241-4310 O _-11 W ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 O I Email: 'noverby@att.net 00 FL. AR -0017060 . FL. ID -4621 ami W F- H H M ZZZcv M 00 WWW--� I Z Z Z LL Qaa= J J J U Q D V V 0 W A-200 Q Q Q m W W W V m m m Z Z Z O Q�n M U) C0 O yCflN O � N qq'� LO TM r r PROJECT TYPE: TRIPLEX DATE ISSUED: DECEMBER 6, 2016 REVISIONS: d - N SHEET TITLE 0 I M11 FIRST FLOOR PLAN co O I 0 GENERAL NOTES _ I UNIT'C' OFFICE COPY d- a SHEET NUMBER A-1 01 PERMIT SET 4'-2" WH O HVicm co 0f o MECH -1 (0W° o > u- 7'-8' CLG. N Qo 1 3 �TORAGE VARIES N 1 2'-2" �n 8 6 Q U 5 I I TEMPERED TEMP4RED w H 6'-8" 31_211 41-011 61_211 L __J IL L� _ 1'-0"1'-0" 10'-0" 10'-0" Habitat for Humanity' BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 _ (904) 241-1222 FAX- (904)241-4310 O _-11 W ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 O I Email: 'noverby@att.net 00 FL. AR -0017060 . FL. ID -4621 ami W F- H H M ZZZcv M 00 WWW--� I Z Z Z LL Qaa= J J J U Q D V V 0 W A-200 Q Q Q m W W W V m m m Z Z Z O Q�n M U) C0 O yCflN O � N qq'� LO TM r r PROJECT TYPE: TRIPLEX DATE ISSUED: DECEMBER 6, 2016 REVISIONS: d - N SHEET TITLE 0 I M11 FIRST FLOOR PLAN co O I 0 GENERAL NOTES _ I UNIT'C' OFFICE COPY d- a SHEET NUMBER A-1 01 PERMIT SET 4 Qo 1 3 i / NCn x A-300 00 1 N w 2852SH 285 *H // o N 2 I TEMPERED TEMP4RED w H 6'-8" 31_211 41-011 61_211 L __J IL L� _ 1'-0"1'-0" 10'-0" 10'-0" Habitat for Humanity' BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 _ (904) 241-1222 FAX- (904)241-4310 O _-11 W ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 O I Email: 'noverby@att.net 00 FL. AR -0017060 . FL. ID -4621 ami W F- H H M ZZZcv M 00 WWW--� I Z Z Z LL Qaa= J J J U Q D V V 0 W A-200 Q Q Q m W W W V m m m Z Z Z O Q�n M U) C0 O yCflN O � N qq'� LO TM r r PROJECT TYPE: TRIPLEX DATE ISSUED: DECEMBER 6, 2016 REVISIONS: d - N SHEET TITLE 0 I M11 FIRST FLOOR PLAN co O I 0 GENERAL NOTES _ I UNIT'C' OFFICE COPY d- a SHEET NUMBER A-1 01 PERMIT SET GENERAL NOTES: 1. PROVIDE 4'-0" MIN. NON-COMBUSTIBLE FIRE RETARDANT -TREATED PLYWOOD 2. 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 OPNG OPENING OPT OPTIONAL R&S CLOTHES ROD AND SHELF REF REFRIGERATOR SD SMOKE DETECTOR SGD SLIDING GLASS DOOR SH (#) SHELVES (QUANTITY) UC UNDERCOUNTER VOL VOLUME WC WATER CLOSET WD WOOD WH WATER HEATER 0 N co 56'-6" 20'-0" SEPARATION 16'-6"SEPARATION 20'-0" WALL WALL 9'-10" 10'-2" 13\1-81.12'-10" Z Z 10'-2" 9'-10" aaa 6'-6" 7'-0" ZZZc� 6'-6" , 6'-6" 3'-6"6-6" J 6'-6" m 7'-0" 6'-6" M 1%000 %ftw000 4%0000 dam' TM r r 3052SH 3052SH 3052SH 3052SH 3052SH 3052SH EGRESS EGRESS EGRESS EGRESS 1 EGRESS EGRESS TEMPERED TEMPERED TEMPERED TEMPERED 1 i I TEMPERED TEMPERED o a; oo o C/) I a? -1 BEDROOM BEDROOM w U) � BEDROOM BEDROOM , o BEDROOM #2 o I , BEDROOM #2 w n 0- #2 #3 LU s' cLG. I #3 8' cLG. L a N W 8' CLG. 8' CLG. 00 I I 8' CLG. °N° W 4'-0" 4'-4" 3'-10" 3'-10.1 068 306 / _� I ( 306 R� - 306 ��8 — IFOLO —S\\06&' �ATTIC� �� — — — _ _ R&S Zv I ACCESS I R&S �- — I_ i — R&S N N R&S -- —i I - w 3068 = I o 0 1 ACCESS I cn I — — - I ATTIC I - - 1 3068 ACCESS 2 4'-4"rFN 3'-4" cM 4'-0" 2'-0" 6'-4" — 151 13 _ \ 6'-8" 2'-0" —4T=� 3'-6" �'' 3'-10" �/ 12 Fill'O '-10" ~ 15°0 , � 15 14 J BATHROOM —�` 0 1 v BATHROOM 14 13 1 8' CLG. O 12 N 10 0 1 = w 9 `� m I ( i. 8' CLG. O _ I 13 i o 3068 8 i C 12 11 -11 g - 7 C:) VERIFY 10 10 I b _j L VERIFY N 00 _jI g L 00 O � I� 9 9 I M C' LL TUB R.O. o� I- 5 ( TUB R.O. �N- I 8 m 'IQTHROOM 1 CO 4 ' 7 C I 6 I o / s' CLG. 3 I c00o I \ 6 IM 5 100 o /� ' VERIFY o / 2'-0" 3'-10" ' �� _ `'� 00 o ( 5 4 Dim I TUB R.O. `T /ted oOw Iu� 4 '14- J� 3 - N �m Iw , i 1 3 2 2 LID MIL" 3'-6" 9'-10" CLOSET 1 CLOSET 00 o MASTER 1 co MASTER 8' CLG. O I N U- BEDROOM I I MASTER BEDROOM b O 8' CLG. N I «s LO 8' CLG I BEDROOM s' CLG., m L 3052SH 3052SH I I I o05 - o O ,n - 0') TEMPERED s' CLG. 3052SH 3052S R&S TEMPERED i I I2X6 I °o i TEMPERED TEMPERED R&S WALL 2X6 WALL 6'-8" EGRESS WINDOW EGRESS WINDOW 6'-8" 3052SH 3052SH CC TEMPERED TEMPERED N 2X6 WALL d 2X6 WAJ EGRESS WINDOW 10'-0" 3'-6" 6'-6" 6'-6" T-6" 6'-6" 6'-6" 3'-6" 10'-0" 20'-0" 16'-6" IK 20'-0" UNIT'A' 1 SECOND FLOOR PLAN A-102 SCALE: 1/4" = V-0" UNIT'B' UNIT 'C' .. rLU �a 14 LU LU OFFICE COPY Beaches Habitat for Humanity' 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: inoverby@att.net FL. AR -0017060 - FL. ID -4621 a' ,,.,1111111, W Z Z Z aaa M ZZZc� J J J M m m M 1%000 %ftw000 4%0000 dam' W W W Z Z Z aaa Z Z J J J J LL n V a W C0 U PROJECT TYPE: TRIPLEX DATE ISSUED: DECEMBER 6, 2016 REVISIONS: SHEET TITLE SECOND FLOOR PLAN SHEET NUMBER A-1 02 PERMIT SET V V U aaa Z Z W W W M m m J LL n V a W C0 U PROJECT TYPE: TRIPLEX DATE ISSUED: DECEMBER 6, 2016 REVISIONS: SHEET TITLE SECOND FLOOR PLAN SHEET NUMBER A-1 02 PERMIT SET coo Z Z Z aaa N L0 me dam' TM r r J LL n V a W C0 U PROJECT TYPE: TRIPLEX DATE ISSUED: DECEMBER 6, 2016 REVISIONS: SHEET TITLE SECOND FLOOR PLAN SHEET NUMBER A-1 02 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 ROOF SLOPE 12 EACH TRUSS VARIES HURRICANE CLIP @ EACH TRUSS SEE ROOF PLAN - SEE STRUCTURAL DRAWINGS IRE BLOCKING BETWEEN TRUSSES WITH 2 INCH NOMINAL LUMBER FROM TOPE PLATE TO UNDERSIDE = ROOF DECKING. SLOPE CUT THE TOP OF THE BLOCKING TO MATCH -IE ROOF SLOPE. SEAL VOIDS AND VETRATIONS WITH FIRE CAULK AS REQUIRED BY CODE. (2) 2x PLATES - SEE STRUCTURAL METAL DRIP EDGE OVER METAL WRAPPED 2x6 FASCIA VENTED VINYL SOFFIT -4" Np, INSTALLED PER MANUFACTURERS SPEC. VINYL "F" CHANNEL R-19 BATT INSULATION HURRICANE ROD SYSTEM SEE STRUCTURAL DRAWINGS A SOFFIT DETAIL. A-103 SCALE: 3/4" = 1'-0" ------------- 111-011 I I I � I I METAL ROOF NI BELOW 7 -�- ---- I NO PENETRATIONS WITHIN 4'-0" OF THE 2 HR. FIREWALL--,, I � 04 I I I a-- 12 z w �- 4� 0LU > 00o FIBERGLASS U ASPHALT SHINGLES / R-30 MIN. BLOWN -IN INSULATION 1/2" GYPSUM WALL BOARD. MUD AND TAPE ALL JOINTS AND FASTENER HOLES. SAND ALL SURFACES FLUSH. CL SEPARATION Ct SEPARATION WALL WALL � 11'-2" �------------- 3 -------- ----- FIBERGLASS ASPHALT ES �\2 FIBERGLASS ASPHALT SHINGLES 48" OFF RIDGE VENT RIDGE o 12 12 12 3 p m ------------- 111-011 ------------11'-0" 21" N METAL ROOF BELOW NO PENETRATIONS WITHIN 4'-0" OF THE 2 HR. FIREWALL I N I 4'-0" \XV —� >U 2 w0 4 a� FIBERGLASS ASPHALT SHINGLES I I I � I --------------- METAL ROOF - - - - - - - - -- - --- I ' METAL ROOF N I BELOW — —/METAL ROOF N —BELOW J UNIT'A' UNIT'B' ('_2 ROOF PLAN A-103 SCALE: 1/4" = 1'-0" 0 N co --------------- 'ITT] I N METAL ROOF BELOW d- UNIT'C' 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) Ct SEPARATION WALL I 20'-0" 9'-0" 8'-11y2" Y2„ i[:�:1i 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) 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. CL SEPARATION WALL I 01 �216'-5y2 Y2 --6'-a — ----9'-a1 _ 9,_0ff I I 31-511 I I I I I00 Y2" 8'-112" X I w I I _ ( I N' 1 T 20'-0" 11'-0" 10'-11 Y2" Y2' 00 I I \ I I w IL i i \ I I a_ J I I \ I I 0 co I I \ I U) I \ I I `o a I - X co N Iw SLOPE I I O\\° I I M SLOPE wl CN 7 r-------------- -t -------- i I F1 °.Lod L__1 I r -------- ---------------i �� %\may i I 0� I I I I & Com, I V�J2ON I Q �0) I I \ I I I -7- 0 I I - I 117 I I i i I I I I I i I I I i I I III III I I III I I I I I I I I I I I'i I'I I III I i I +0'-0" I ' I --+0'-0" ' I +0'-0" I FINISHED i I Y FINISHED I I FINISHED I FLOOR I I I FLOOR I I I FLOOR NAVD FFE = 14.16 I I NAVD FFE = 14.16 I I NAVD FFE = 14.16 I I I I I I I I'I Ii I I III I I I T I I II III i I III III I I(( L -----------------------SII I ----- ----------------_j I� �I I I I I = 1 w (- — — J w 2 a_ -0-4 --------------- M -0-4 a- 0 0 w a ' )/2" EXPANSION MT. o Y2" EXPANSION MT. -0'-4" ❑ ❑ x Beaches Habitat for Humanity' 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: inoverby@att.net FL. AR -0017060 - FL. ID -4621 I �% Q pop Z Z Z N I = � = M W W W Z z z LL aaa= J J J V C�VVW aaam W W W V Z 0 0 Q a Z Z Z aaa� Cl) CO Cl) a 0 to N N co � V L0 tm r, V" PROJECT TYPE: TRIPLEX DATE ISSUED: DECEMBER 6, 2016 REVISIONS: ❑ ❑ ❑ OFFICE COP co 16'-5" 1" EXPANSION MT. 1" EXPANSION MT. II UNIT'A' UNIT'B' UNIT'C' ri_ FOUNDATION PLAN A-103 SCALE: 1/4" = V-0" �S SHEET TITLE FOUNDATION AND ROOF PLAN SHEET NUMBER A-1 03 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. I I I I I I I I � � I LIGHT/� '�LIGHT� I (PRE FAN) (PRI PAN) I I I— — — -J to TO I VITC I EL c::D I. C I O / I .I I � I UNIT'A' (P�LIGHT //�� WIR F2kl) 20 XHHW AL ELECTRICAL METER AND 150 AMP BREAKER 3" CONDUIT, RUN TO POLE - EXTERIOR WALL 150 AMP PANEL ELECTRICAL SERVICE RISER 0 0 UNIT'B' 2 SECOND FLOOR ELECTRICAL LAYOUT PLAN A-104 SCALE: 1/4" = V-0" UNIT'C' TO SWITCH _-fl___ 00 E LECTRICAL LEGEND 110 VOL f DUPLEX OUTLET -WALL MOUNTED 110 VOLT DUPLEX OUTLET -WEATHER PROOF @ 110V DUPLEX -GFCI OUTLET (PRE FAN) -;J17 y, T TELEPHONE OUTLET . 0 0 UNIT'B' 2 SECOND FLOOR ELECTRICAL LAYOUT PLAN A-104 SCALE: 1/4" = V-0" UNIT'C' TO SWITCH _-fl___ 00 E LECTRICAL LEGEND 110 VOL f DUPLEX OUTLET -WALL MOUNTED 110 VOLT DUPLEX OUTLET -WEATHER PROOF @ 110V DUPLEX -GFCI OUTLET Architectural and 110V DUPLEX -AFCI OUTLET Julianne N. Overby, R.A. 220 VOLT OUTLET -WALL MOUNTED ► TELEPHONE OUTLET SWITCH Jacksonville SWITCH -THREE WAY o--� PUSH BUTTON SWITCH ® DOOR BELL CHIMES O --I CABLE TELEVISION OUTLET 0 LIGHT FIXTURE -CEILING MOUNTED 0 YO LIGHT FIXTURE -WALL MOUNTED SMOKE DETECTOR -CEILING MOUNTED a SMOKE DETECTOR -WALL MOUNTED ® EXHAUSTFAN o ELECTRIC PANEL L0 QUICK DISCONNECT FLOOD LIGHTS - DUAL HEAD 1'x4' FLUORESCENT CEILING MOUNTED LIGHT FIXTURE 7— - - I\ �-_3� LIGHT (PRE WIRE FAN) UNIT'A' FIRST F L SCALE: 1/4" = 1'-0" OOR ELECTRICAL LAYOUT MI AKi UNIT'C' �F_ w U LU Z Z LUZO OQ 0600 0�O co OPY ti - Beaches Habitat for Humanity' 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 M Z Z Z CO) N M W W W -J Z Z Z Qaa= ===a LU Q W W W V 000Z zZZa Q Q C14 �to d' r r r PROJECT TYPE: TRIPLEX DATE ISSUED: DECEMBER 6, 2016 REVISIONS: SHEET TITLE ELECTRICAL LAYOUT PLANS SHEET NUMBER A-1 04 PERMIT SET ELEVATION NOTES: UNIT'A' ('A FRONT ELEVATION A-200 SCALE: 1/4" = 1'-0" B SIDE ELEVATION A-200 SCALE: 1/4" = 1'-0" D SIDE ELEVATION A-200 SCALE: 1/4" = 1'-0" I WIT IMI 12 4� 12 a4 3 R UNIT'C' STAN ING SEAM METAL ROOF 4" WINDOW TRIM W/ 2"x2" HEAD TRIM HARDIE RECESSSED PANEL 4x4 P.T. WOOD BRACKETS (24" DEEP) BOAR) & BATTEN STYLE VERTICAL SIDING FIBERGLASS SHINGLES UNIT'C' +18'-7" A.F.F. +17'-7" A.F.F. TRUSS BEARING -FASCIA TRIM: 1"x8" SMOOTH W/1 "x3" STEP - 1"x4" WINDOW TRIM - 5" HORIZONTAL SMOOTH LAP SIDING W/ SIMPLICITY TOOL ALUMINUM CORNERS - HORIZONTAL BAND: 5/4" x 8" SMOOTH - MTL. STANDING SEAM ROOF + 9'-5 1/2" A. F. F. + 8'-1 1/8" A.F.F. TRUSS BEARING +17'-7" A.F.F. TRUSS BEARING 8" HORIZONTAL SMOOTH LAP SIDING W/ SIMPLICITY TOOL ALUMINUM CORNERS 6"X6" TAPERED COLUMNS 5/4" x 6" TRIM +0'-0" F.F. FINISHED FLOOR NAVD FFE = 14.16 + 9'-5 1/2" A.F.F. + 8'-1 1/8" A.F.F. TRUSS BEARING +0'-0" F. - FINISHED FLOOR FFE = 14.16 I in CV 1 "x4" TRIM 1 "x4" TRIM 6"X6" TAPERED COLUMNS 1"x4" TRIM 10"X10" BASE 5/4" x 6" TRIM 1 ENLARGED COLUMN DETAIL A-200 SCALE: 1/2" = 1'-0" 0 4do.?W.do. 01%livife Beaches Habitat for Humanity' BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 Li 111111 /fill If 11111 11 1 11 1 11 11 H WE- UNIT'A' UNIT'A' GLASS LIGHT EXTERIOR DOOR UNIT'B' 4X4 P.T. WOOD BRACKETS (TYP.) UNIT 'CMTL. STANDING SEAM ROO REAR TIONV LOUVERED SCREEN WALL LOUVERED SCREEN WALL P.T. 2x WOOD RAFTERS A-200 SCAT 1:: 1/4" = 1'-13" P.T. 2x6 WOOD RAFTERS & COLLAR BEAM GLASS LIGHT EXTERIOR DOOR at GIRDER (TYP.) P.T. 4X4 WOOD BRACKETS (TYP.) ti �ti SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER FFICE COPY A=200 PERMIT SET 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: )noverby@att.net FL. AR -0017060 . FL. ID -4621 /MN\ Q Z � /0\ 00 Z _ V IN Z = N M WWWJ Z aaa= J ===a V aaam W 0 Z aaa� Z J V W 0 Z Z J V W � Z LL. V W V Z a a � V LO TOM r r PROJECT TYPE: TRIPLEX DATE ISSUED: DECEMBER 6, 2016 REVISIONS: Li 111111 /fill If 11111 11 1 11 1 11 11 H WE- UNIT'A' UNIT'A' GLASS LIGHT EXTERIOR DOOR UNIT'B' 4X4 P.T. WOOD BRACKETS (TYP.) UNIT 'CMTL. STANDING SEAM ROO REAR TIONV LOUVERED SCREEN WALL LOUVERED SCREEN WALL P.T. 2x WOOD RAFTERS A-200 SCAT 1:: 1/4" = 1'-13" P.T. 2x6 WOOD RAFTERS & COLLAR BEAM GLASS LIGHT EXTERIOR DOOR at GIRDER (TYP.) P.T. 4X4 WOOD BRACKETS (TYP.) ti �ti SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER FFICE COPY 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 Y2" 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 @ 24" O.C. MAXIMUM 2x SILL PLATE W/ FOAM SILL SEAL CL SEPARATION WALL 1 WALL SECTION A-300 SCALE: 1 " = V-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 goly steel, secured with suitable fasteners spaced 24" O.C. 2. Metal Studs — Steel members formed from No. 25 MSG gale steel having "H" shaped flange spaced 24" O.C.; overall depth 2" and flange width 1-3/8". 3. Gypsum Board* — Two layers of I" thick gypsum wallboard liner panels, supplied in nom 24" widths. Vertical edges of panels friction fitted into "H" 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 sp,)ces 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. 6B. 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 rrl,ix 5'-0" O.C. vertically between wood framing and "H" studs. *Bearing the UL Classification Mark Reprinted from the Online Certifications Directory. Copyright 1003 Und"ritere Loborotoriee Inc. 1/2" GYPSUM WALL BOARD 2x4 STUD WALL @ 24" O.C. W/ R-13 INSULATION OF SEPARATION WALL c 2" USG 'H' STUD (2) 1" USG GYPSUM LINER PANEL (SEE SECTION THROUGH SEPARATION WALL) 2 PLAN DETAIL A-300 SCALE: N.T.S. SECTION 1" (3/4" MIN) AIRSPACE 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 ?" USG 'C' RUNNER 2X6 STUD WALL @ 24" O.C. W/ R-19 INSULATION OFFICE COP 4016KA_A0%. %b 01%W19fle Beaches Habitat for Humanity' 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 e FL. ID -4621 ami Z Z Z N M W W W Z Z Z Q ,J J J V W aaam LU UJ UJ m m m _ Q Z Z Z Q Q Q Q to CN qe LO � r r PROJECT TYPE: TRIPLEX DATE ISSUED: DECEMBER 6, 2016 REVISIONS: SHEET TITLE WALL SECTIONS DETAILS SHEET NUMBER A-300 PERMIT SET STAIR NOTES: 1 2 3 0 STAIR DETAILS PROVIDED FOR DESIGN INTENT. SEE STRUCTURAL SHEETS FOR STAIR FOUNDATION, STRUCTURAL CONNECTIONS AND ATTACHMENT TO STRUCTURAL MEMBERS. ALL STAIR COMPONENTS AND DIMENSIONS TO MEET FLORIDA ACCESSIBILTY AND BUILDING CODE REQUIREMENTS. PROVIDE WOOD BLOCKING IN WALL AS NECESSARY TO SUPPORT RAILS AND RAIL SUPPORTS. FIBERGLASS ASPHALT SHINGLE ROOFING OVER 30# FELT OVER 7/16" OSB OVER 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. 5/4 x 6 VINYL "F" CHANNEL FIBER CEMENT FREIZE 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 & SHIN P.T. 5/4 x 8 CONTINUOUS TRIM 2x SILL PLATE HORIZONTAL LAP SIDING TO BE INSTALLED PER MANUFACTURE'S SPECIFICATION 2x PRESSURE TREATED PLATE OVER FOAM SILL SEAL - SEE STRUCTURAL DRAWINGS FOR ANCHORAGE EXTEND HOUSE WRAP BELOW FINISH FLOOR. SECURE WITH STARTER STRIP 1 r) LL D JhHIV U /ALL ES FLUSH. AcG PLYWOOD ING GLUED AN OVER PRE -EN OR TRUSSES REINFORCED CONCRETE SLAB FOUNDATION - SEE STRUCTURAL DRAWINGS 6 MIL VAPOR BARRIER OVER CLEAN, COMPACTED AND TERMITE TREATED SOIL FINISHED GRADE o e a 1 WALL SECTION A-301 SCALE: 1" = 1'-0" AT SEPARATION WALL :4 INEERED 00 Ln 1" 4 STAIR DETAIL_ A-301 SCALE: 3/4" = V-0" 2 STAIR SECTION A-301 SCALE: 1/4" = V-0" W/ WOOD CAP 3 GREAT ROOM SECTION A-301 SCALE: 1/4" = V-0" 490.!14D Beaches Habitat for Humanity' 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 �-•. O,.W% W W -J � z z zzzC4 J J =) M _ _ = a W W W -J z z z aaa= J J J U _ _ = a C�VVW aaaoo W W W V z Q Q Q zzZa aaaj Cl) Cl) Cl)a � r r r PROJECT TYPE: TRIPLEX DATE ISSUED: DECEMBER 6, 2016 REVISIONS: SHEET TITLE STAIR SECTION DETAILS OFFICE COOY SHEET NUMBER A-301 PERMIT SET GENERAL NOTES: 1. All notes, drawings, details, tables, references and specifications depicted within these engineering documents shall be reviewed by the client and each material and/or service contributor prior to initiating construction of the structure depicted herein or providing labor and/or materials for the same. Labor and/or materials shall only be P in well as a furnished by those persons and/or entities with a thorough understanding of the notes, drawings, details, tables, references and specifications depicted herein, as thorough knowledge of applicable construction and safety practices required to execute a design such as the one depicted herein. 2. These engineering documents have been prepared at the client's request to ensure the structure depicted herein is in compliance with Sections 1603 through 1607, 1609 and 1610 of the Florida Building Code, and/or Sections R301.1 (excluding "flood" design, unless specifically noted within these documents), R301.1.3 and R301.2.1.4 along with Tables R301.5, R301.6 and R301.7 of the Florida Building Code - Residential. The engineer's scope of work is limited to only providing the necessary analysis, drawings, details and specifications commonly required to depict the construction necessary to conform to or with the structural loading requirements as outlined inthe aforementioned sections of the code and specifically excludes other elements of a structural nature as well as all elements of a non-structural nature. Additionally, the engineer's scope of work specifically excludes engineering functions delegated to others [i.e. roof and/or floor truss design, engineered wood products design (except EWP specified herein), etc.] as well as other disciplines of engineering - i.e. mechanical, electrical, plumbing, geotechnical, environmental, site (including drainage), etc. And, the engineer's scope of work specifically excludes design elements of an architectural or non-structural nature, including but not limited to egress and life safety; moisture protection, infiltration and/or resistance; resistance to wood destroying organisms ("WDO"); fire -resistance; energy efficiency, etc. The engineer further warrants that the structure depicted within these documents, to the best of his or her knowledge, complies with the applicable portions of the aforementioned sections of the code and makes no other claims, warranties or guarantees relative to these documents with regard to their fitness for any purpose. Any data included within these documents that address elements beyond the specific confines of the aforementioned code sections and stated limitations is purely Incidental to the engineer's scope of work and shall be responsibility of the appropriate entity - i.e. owner, architect, contractor, and/or building official, individually and collectively - to design, account for or otherwise verify as appropriate for the intended purpose. 3. The structure depicted within these engineering documents, unless specifically noted herein as otherwise, has not been designed to resist flooding or the associated effects 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 the subject site and the improvements located there upon. In no case shall the structure depicted herein be sited at an elevation less than 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 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 "V" unless these engineering documents specifically indicate the design(s) depicted herein are resistant to the potential effects of V -class flood zones. 4. The design(s) depicted within these engineering documents has/have been prepared in accordance with the applicable laws, codes, standards, rules, etc., (referenced 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) 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 error or omission, the engineer, upon appropriate notification, will correct the document(s) in a timely fashion without additional fee to 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 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 engineering documents or addendum thereto. 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 execute (a) subsequent structure(s) or elements thereof, nor shall the design(s) be executed at a location other than the one site or location specified herein. 6. Use of these documents for any purpose constitutes the understanding and acceptance of the terms and conditions outlined herein. 7. Verify structure orientation with architectural drawings and site plan or survey before commencing construction. Do not commence construction if a conflict is present. reported to the 8. Any discrepancies between these engineering documents and the architectural drawings, site plan, survey and/or other data or information shall be re p engineer before the commencement of construction and no construction shall proceed until the discrepancies are resolved. Should discrepancies be discovered during construction, construction should cease until such time as the discrepancies have been resolved. 9. These engineering documents have been prepared consistent with the architectural drawings and details provided by others - that include dimensions, opening locations and other specific information - which has been replicated into these engineering documents. The engineer is not responsible for the accuracy of the replicated information or for claims arising from the use thereof. 10. Unless specifically depicted within these engineering documents, the engineer has not been made aware of nor accounted for other components, elements or systems that may be intended by others and could affect the performance and/or serviceability of the structure depicted herein. 11. These engineering documents should never be scaled. Wall framing should be based on the stud table(s), specifications and/or the relevant notes provided herein. Wall framing shall not be assumed based upon the "scaled" wall width depicted on these or any other drawings, or based upon notes or references included in the architectural drawings. 12. These engineering documents include specific information of a structural nature - i.e. the size, grade, species, quantity, strength, etc. of headers, beams, columns, posts, studs, joists, rafters, sheathing, footings, reinforcing, connectors, fasteners, etc. This information supersedes information of a similar nature that may be shown on the associated architectural drawings. Additionally, the size, grade, species, quantity, strength, etc. of the structural elements specified herein may be exceeded or enhanced, within reason, at the discretion of the user without additional review or analysis by the engineer, unless specifically prohibited by the engineer. 13. These engineering documents include multiple pages with cross-references. All pages of the engineering documents should be reviewed and understood before using the documents for any purpose. If (a) page(s) of the engineering documents is/are missing, illegible or otherwise unusable, obtain complete and legible documents before proceeding with intended use. 14. It is the intent of the engineer that the structure depicted within these engineering documents be executed in conformance with all requirements of the authorities having jurisdiction over the construction and/or occupancy depicted herein. All contractors - including materials and/or labor contributors - are responsible for the means and methods of constructing the structure depicted herein and shall perform their respective functions in conformance with all applicable laws, rules, regulations, codes and standards. Under no circumstance shall these engineering documents, nor any portion thereof, be used for any purpose until a) they have been reviewed, b) they have been approved, and c) (an) appropriate permit(s) has/have been Issued to execute the design(s) depicted herein by the appropriate controlling authority(ies) or their designee(s). Furthermore, all construction arising from the design(s) depicted within these engineering documents shall be inspected as required by the authority(ies) responsible for the ent of Certificate o f Occupancy or similar statement issuance of any permit(s) and shall pass each required inspection before the construction progresses further. No C p y completion) letion shall beissued for the structure depicted within these ese en ' eerin documents, nor shall the structure be occupied or otherwise used for any purpose,rP ose> until such all compliance with structure is safe sound and in com i confirmed the stru time as the authority(ies) having jurisdiction over the construction and/or occupancy of said structure have confi P laws rules codes etc. and consistent with the drawings, details, tables, references and specifications depicted within these engineering documents. applicable > 11 > > > 25 fti_L _ sole responsibility of the contracto (s) and labor contributorsibutors executing the design(s)depictedicte d within these engineeringinee ran documents to determinea the proper erectionP rocedures and sequences required to insure the safety of those providing the labor and materials necessary to execute the designs, as well as insure the soundness of the structure and its sub -elements and/or components throughout the construction process. Furthermore, it is the sole responsibility of the contractor(s) and labor contributors to provide appropriate and adequate temporary bracing necessary to maintain a safe, plumb and level structure during the construction process, until such time as all of the structural elements and components depicted within these documents are properly installed, inspected and approved. Bracingshown t h hrou goutthese engineering documents is permanent bracing and should not be confused with or substituted for the aforementioned temporary bracing. 16. Yet -to -be -installed building materials - such as gypsum board ("drywall") and roof shingles or tiles - placed on the floor(s) or roofs) of the structure depicted, within 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 of the floor or roof-, Unless indicated otherwise within these documents, 40#/sf for floors and 20#/sf for roofs. 17. All materials specified within these engineering documents shall be installed properly, in a workman -like manner and in accordance with the directions and instructions provided by the manufacturer, or as otherwise indicated by the code or associated product approval document. 18. These engineering documents have been prepared using the version of the Florida Building Code an d/or Florida Building n Code - Residential (along with the associated standards and design methodologies referenced therein) applicable at the time of the preparation of the documents. As the applicable code, standards and methodologies are routinely updated and/or supplemented, the engineering may become outdated and invalid for use if the documents are not submitted to the local permitting and li enforcement agency (and subsequently used for construction) in a prompt manner. Should permitting and/or actual construction be delayed beyond the applicable effective date of the edition of the code, standards and/or deign methodologies referenced herein, the engineering documents shall become null and void and shall be returned to the may engineer, who subsequently be contracted to update or re-engineer the structure (as deemed applicable) to the current edition of the appropriate code, standards and/or g Y methodologies. In no case shall these documents be used for permitting or construction n more than one (1) year after their date of original anal issue. 19. Engineering documents such as these depict a design that is both impractical and economically unfeasible to fully test or prototype prior to execution. As such, extreme care and code -required factors of safety have been applied throughout their preparation in an effort to minimize the potential for errors, omissions and/or conflicts. However, the very nature of the process provides opportunities for errors and conflicts to arise during the execution of the design(s). Because of the inherent inability of the engineer to foresee every potentialconflict, ambiguity, inaccuracy or oversight during the "paper" phase, opportunities do exist for the design to require additional effort 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 depicted herein, causes the engineer to be unable to accept "back -charges" for errors or omissions contained within the design(s) depicted herein. 20. These engineering documents and the designs and ideas expressed herein are an instrument of service and remain the physical and intellectual property of the engineer. For cause, upon notice, the documents shall be returned to the engineer in their entirety. Reproductions of the documents, the design(s), ideas and/or elements contained herein are prohibited without the expressed written consent of the engineer. 21. These engineering documents have been prepared for the specific site or location identified herein, as relayed to the engineer by the client. The engineer has used resources reasonably available to him, based upon the information relayed by the client, to determine the appropriate wind speed and exposure for the specific site or location of the construction depicted herein. Those resources reasonably available may include local government GIS maps and/or satellite imagery, wind speed maps published by the local controlling authority 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 criteria shown herein to be correct and code -compliant prior to approving these documents and authorizing construction from them. The engineer shall not be liable for any claims arising from inaccurate wind speed and/or exposure designations based upon the site or location information provided to him by the client (or others), or for the accuracy of those mapping and/or imagery resources used by him to aid in designating wind speed and/or exposure. SPECIFICATIONS: WOOD FRAME WALLS 1. Unless otherwise specifically indicated within these documents, vertical wall framing (studs) may only be interrupted (i.e. broken, pieced or "platform -framed") when fully -braced by an intersecting sheathed floor system. Stairs, stair stringers and some intermediate roofs do not qualify as an "intersecting floor system" and should not be used to support platform framing unless specifically designed to do so and specified as such by the engineer. All vertical wall framing (studs) shall be continuous and uninterrupted between points of lateral support. 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 or masonry shall be pressure preservative treated. 3. All vertical wall framing (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), 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 SYP lumber w/ maximum 19% moisture content unless otherwise noted or specified on the framing plans and/or details. 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 are specified as SYP and are also not designated as a shear -wall or portal frame wall may use SPF blocking. . 5 engineering In some instances these en ineerin documents may include a specification for a column within a wall where the size of the column exceeds the thickness of the wall as 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 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 -out to a thickness similar to that of the column 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 column "wrapped" with a finish material (i.e. gypsum, etc.) and left semi -exposed into an interior space within the structure. Additionally, if none of the three aforementioned options are considered to be practical, the engineer may be contacted and requested to provide additional analysis to determine if an engineered wood (EWP) or structural steel column may be used within the allotted wall cavity. FIELD FRAMING 1. Limited elements or areas of the design(s) depicted within these engineering documents may include the label or reference "field frame" or similar. At these confined locations the engineer has determined that it is unnecessary to establish a demonstrable design for the specific application. These elements or applications may include stairs and/or landings, plant 1 shelves widows walks, radiused floors and/or walls, decorative or volume ceiling treatments and similar, non -typical construction and/or , accessories. As such, the engineer has deferred to the contractor or other person or entity responsible for the execution of the construction depicted herein to create his or her own design for elements or applications specified as "field framing" or similar. The design(s) and execution thereof shall be in conformance with all applicable laws, rules, codes, etc. and shall be to the executed to the satisfaction of the Building Official. SPECIFICATIONS: (continued) OTHER FRAMING 1. All structural (dimensional/solid-sawn) framing members, excer t as noted or specified otherwise, shall be 92 SYP lumber w/ maximum 19% moisture content. 2. All engineered wood beams shall be Trus Joist/I-Level/Weyerhaeuser brand Microllam LVL 1.9E, or equivalent, except as noted otherwise, and shall be installed in accordance with the manufacturer's specifications, instructions and directions. 3. All engineered wood posts or columns shall be Trus Joist/I-Lev l/Weyerhaeuser brand TimberStrand LSL 1.3E or Parallam PSL 1.8E solid members, as specified, or � except e uivalent t 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 q P the specified dimensions; they must be solid, one-piece members. Post or columns specified within these construction documents as dimensional/solid-sawn members - i.e. 4x4, 4x6, 6x6, etc. -may be replaced by a similar -sized (e.g. a 5.25" x 5.25" EWP in lieu of a 6x6 SYP) engineered wood post without additional analysis or documentation required by the engineer. 4. All nailingshall be with "common" nails, except as otherwise noted. All nailing not otherwise specified within these engineered documents shall be as specified by the applicablcode referenced herein. All envelope sheathing shall be nailed and/or screwed as specified and glue or other adhesives shall not be used in place of nails or screws. 5. All engineered components, including roof trusses, floor trusses, I joist, etc., shall be installed in accordance with the manufacturer's specifications, instructions and directions. 6. All sheathing shall be either APA- or TECO -rated, Eposure 1, PS1/PS2 (Structural 1 rated sheathing NOT required except when specifically identified as such). Sheathing may be either OSB or plywood, unless specified as one or the other on the framing plans and/or details. All panel edges of wall sheathing shall be solidly blocked. Use of "ply clips" or similar edge support is required at unsupported panel edges of roof sheathing 7/16" thick when supports are spaced at greater than 16"o/c. Use of "ply clips" or similar edge support is required at unsupported panel edges of roof sheathing less than 23/32" thick when supporting tile roofs. Use of "ply clips" or similar edge support is recommended at unsupported panel edges of all roof sheathing, regardless of panel thickness, for improved aesthetics. Roof and wall sheathing shall not be less than 7/16" thick. Floor sheathing shall not be less than 23/32" thick, with all panel edges supported (tongue & grove or blocked). Some design loads require thicker panels; see sheathing specifications for specific minimum panel thicknesses, required span ratings and fastening information. 7. At exterior walls clad with a stucco or an applied -stone veneer I inish, the APA (www.apawood.org) recommends the use of either 15/32" thick, 32/16 span -rated sheathing (Exposure 1, PS1/PS2) or 7/16" thick, 24/16 span -rated Structural I rated sheathing when the sheathing is installed with a vertical orientation (long axis parallel to the studs) on the wall (see Technical Bulletin TB -202 f Tr additional information). The discretion to enforce the aforementioned recommendation is at the sole discretion of the local Building Official. Do NOT use sheathing tf at does not conform to the aforementioned recommendation unless you have FIRST verified the suitability of the nonconforming materials with the Building Offic ial having jurisdiction over the project. Failure to do so may result in the need to significantly enhance the construction of the exterior walls. 8. Metal connectors shall be Simpson brand hardware, as specified herein, and shall be installed in accordance with the manufacturer's specifications, instructions and directions. Alternates to the specified Simpson connectors may be used, provided that the alternate connectors meet or exceed the specifications of the connector(s) specified and have appropriate product approval and installation instructions and directions. FOUNDATIONS, CONCRETE & MASONRY 1. The foundation design(s) depicted within these engineering documents has been completed in accordance with recognized standards, recommended soil design parameters and accepted engineering design procedures and Is based upon the best information available at the time of their preparation. The design(s) depicted herein is/are intended to minimize differential movement resulting from Lhe heaving of expansive soils and/or settling of subsurface soils. It must be recognized that the foundation components will experience movement throughout the useable life of the structure. Subsequent owners and/or occupants of the structure shall be apprised of the soil conditions present and be advised to maintain good practi -e in the future with respect to surface and subsurface drainage, maintenance, the construction of 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 performance. 2. The foundation design(s) depicted within these engineering do ,uments has/have been prepared based on a relatively flat, well drained building site featuring 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) of 60#/sf per foot of de pth with a level back slope. Should site conditions be adverse to- or otherwise inconsistent with the aforementioned parameters, construction shall cease immediately and the engineer shall be promptly notified of the conditions and no further construction shall occur until the engineer has provided additional direction. 3. Backfill should not be placed adjacent to the foundation walls 1Intil the walls have cured adequately to provide sufficient strength and have been anchored to the floor system above or otherwise properly braced or shored to prevent d image to the wall. 4. Refer to the Geotechnical Engineer's report for all soil and/or s'te preparation requirements necessary to achieve the required minimum 2,000#/sf soil bearing capacity. In the absence of a geotechnical engineer's report, the site and soil shall be prepared to the satisfaction of the Building Official. 5. All foundation pads depicted within these engineering documents shall be formed to the dimensions as indicated and substantially centered beneath the associated column or wall, unless indicated otherwise. 6. The location of steps, jogs and top -of --wall and/or top -of --slab elevations are critical to foundation performance. While the location of those steps, jogs and elevation 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 additional analysis and effort should field revisions merit. 7. Extreme care should be used throughout the construction process to prevent the movement of retaining and/or foundation walls until the completion of the structural 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 the walls throughout the construction process to maintain the integrity of the design(s). five et or more beyond and the 11 as for an additional ve fe 8. The building site shall be cleared of all top soil and organic matter beneath the planned structure location, as we Y Perimeter thereof Unless otherwise indicated, all footingss and fl at concrete shall bear uponon non-organic,an is undisturbed bed soils compacted acted to a densityitY of not less than 95/ of Modified Proctor Maximum Dry Density (ASTMD 1557) for depth of not less than two feet 24 inches) below the bottom of the footing or slab; Or, uponon clean 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 0 fid Proctor than 95 /" of Modl e be compacted to a -dens I of not less t and each liftshall 2 inch lifts a in one foot 1density- thereof verified as previously referenced) and added ( )P Maximum Dry Density (ASTM D1557). These minimums specifications maybe exceeded or superseded by either a geotechnical engineeringineerin report specificecifc to the building site or at the direction of the Building Official, as deemed necessary to achieve the minimum required (2,0004/sf) soil bearing capacity, but in no case shall the site be prepared to a lesser degree than that which is outlined her ;in. n nee and be laced atop in n instance) thickness a less than 4 nominalP drawings no) P 9. All concrete slabs on grade shall be no less than the thickness ndicated on the vis ween barrier installed in accordance with applicable codes and standards. Slabs shall be reinforced with either 6x6 W1.4xL4 (minimum) Emil polyethylene ( q ) PP WWM, lapped not less than 8" at edges/ends, in conformance wi h ASTM A-185, or Fiber -Mesh reinforcement shall be used with minimum 2" fiber length at a rate of I lb. per cubic yard of concrete, complying with ASTM C-1116. 10. Minimum compressive strength of all concrete used for foundations, slabs, etc. shall be 2,500psi at 28 days. 11. Where indicated, cores or cells of block masonry (CMU) shall be filled with coarse grout or pea gravel concrete with a minimum compressive strength of not less than 3,000psi at 28 days. e as follows: r for all reinforcing shall h Minimum concrete cove o Detailing Manual. ACI 315 eg 12. Reinforcement shall be detailed in accordance with g a) Concrete cast against earth: 3" b) Formed concrete exposed to earth or weather: 1'/2' c) Interior slabs, walls, etc.: 3/4" n 13. All reinforcement shall be conform to ASTM A-615 and be rade 40 (G40) unless indicated on the plans and/or details as grade 60 (G60). All longitudinal (horizontal) reinforcing in walls and footings shall be continuous at/around corners and intersections, and/or matching corner bars shall be used. All longitudinal (horizontal) reinforcing shall be lapped at splices a minimum of 40 bar diameters (20" minimum lap for #4 and smaller reinforcing) and all vertical reinforcing shall be lapped at splices a minimum of 25". 14. ALL concrete operations - including but not limited to mix design, mixing, transporting, reinforcing detailing and placing, placing, curing and testing - shall be done in accordance with the requirements and application of ACI 301 "Specifications for Structural Concrete. 15. All masonry work shall be in accordance with ACI 530/ASC 5/TMS 402 Masonry Building Code. 16. Concrete masonry units shall be ASTM C90-75, Hollow Loa -Bearing Concrete Masonry Units, Type I, Grade N-1, normal weight, with a minimum compressive strength of 2,000psi (fm = 1,500psi). 17. Mortar shall conform to ASTM C270 and be Type S. 18. Grout, when specified, shall conform to ASTM C-476, with I minimum compressive strength of 3,000psi at 28 days and mixed to provide a slump of between 8" and 11 V. 19. Pre -cast and/or pre -stressed lintels, manufactured by CastCr te, shall be provided over all openings in CMU walls, unless specified differently on the drawings. Lintels shall be of adequate size, strength and reinforcement for the given span and loading conditions. 20. Provide horizontal joint reinforcing in CMU walls at 16"o/c vertically conforming to ASTM A82 and ASTM A167 Type 304 STEEL 1. Steel elements shall be detailed, fabricated and erected in accc rdance with AISC "Specification for the Design, Fabrication and Erection of Structural Steel Buildings," 9th edition. 2. Structural steel shall be ASTM A36, except as noted below: a) Pipe ASTM A53, Type E or S, grade B b) Tube ASTM A500 3. All bolts, anchor bolts and threaded rods shall be ASTM A307 unless indicated otherwise. 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 A307, A36, SAE 1018 and Grade 2 bolts. 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. CORROSION & DECAY RESISTANCE: 1. All structural members of wood or structural composite lumber either exposed to weather or in direct contact with the ground or soil - i.e. deckibalcony 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 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 application. 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 '/2' in diameter and in contact with pressure preservative treated wood shall be either hot -dipped galvanized (HDG) or 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 with the application and/or corrosive material. The exterior use of any material treated with a pressure preservative treatment containing ammonia shall require the exclusive use of SS connectors and fasteners. The use of any in terial treated with the pressure preservative treatment ACZA shall require the exclusive use of SS connectors and fasteners. 4. Stainless steel (SS) and zinc-plated/galvanized (i.e. Z -MAX, HGD, etc.) connectors & fasteners shall not be combined. Use only SS fasteners with SS connectors. Use only zinc-plated/galvanized fasteners with zinc-plated/galy trlized connectors. 5. Regular inspection and maintenance of wood, wood -based d metal products used in structural applications and/or used in outdoor or other potentially corrosive environments or applications is essential for continued, long-te satisfactory performance. CODES & DESIGN STANDARDS: Florida Building Code - Residential 2014 Florida Building Code 2014 (as applicable) ASCE 7-10 NDS -05 TPI 1-07 ACI 318-05 WFCM-01 DESIGN CRITERIA: BUILDING TYPE ENCLOSED BASIC WIND SPEED 130 mph (3 sec. gust) EXPSOUIRE CATEGORY C BUILDING CATEGORY II INTERNAL PRESSURE Coef. +0.18/-0.18 DESIGN LOADS: ROOFS - "UPLIFT") ROOFS (all values negative i.e. ' UP ) LIVE LOAD 20#/sf DEAD LOAD/SHINGLES 7#/sf DEAD LOAD/TILE 20#/sf DURATION FACTOR 1.25 . FLOORS -25.85 LIVE LOAD 40#/sf DEAD LOAD 12#/sf (Including Cln'g Below) DURATION FACTOR 1.00 CEILINGS/ATTICS ' LIVE LOAD/NO STORAGE 10#/sf (Non -concurrent) LIVE LOAD w/ STORAGE 20#/sf (Concurrent) DEAD LOAD 5#/sf WIND LOADING PER TABLES DURATION FACTOR 1.60 SIESMIC N/A REVISED 10.19.2017 TYPOGRAPHICAL ERROR FOR WRONG CODE YEAR REFERENCE COMPONENT & CLADDING PRESSURES (in psf)-Vsd or "ALLOWABLE: WIND 130/C 16/12 - "UPLIFT") ROOFS (all values negative i.e. ' UP ) incl. Windows & cors WALLS 13 ( ) PITCH Mn. Rf. Ht. 15' AREA insq. . ZONE "3" CORNERS ZONE "2" END/EDGE ZONE "1" INTERIOR OVERHANG OVERHANG CORNER INTERIOR END ZONES NEGATIVE POSITIVE INTERIOR ZONES NEGATIVE POSITIVE <10 -25.85 -25.85 -22.10 -37.46 -37.64 -29.60 22.10 -23.98 22.10 20 -24.73-20.98 -24.73 -36.34 -36.34 72 27. 21.17 304 21.17 2 . 50 -23.23 -23.23 -19.48 -34.84 34.84 -24.91 19.67 -21.54 19.67 1100 22.10 -22.10 -18.36 -33.72 -33.72 23.04 18.73 1-20.60 18.73 LEGEND - I (2) 2x10-2 / 3 <-HEADER/BEAM CALL -OUT NUMBER OF KING -STUDS EACH SIDE OF OPENING NUMBER OF JACK -STUDS EACH SIDE OF OPENING SIZE OF HEADER MATERIAL (#2 SYP U.N.O.) NUMBER OF PLIES IN HEADER ALL EXTERIOR HEADERS (2) 2x6 - 1/2 UNLESS NOTED OTHERWISE ALL INTERIOR HEADERS (2) 2x6 - 1/1 UNLESS NOTED OTHERWISE "RSD" IN PLACE OF A QUANTITY OF KING -STUDS IN A HEADER OR BEAM CALL -OUT INDICATES THE SPECIFIED HEADER OR BEAM IS RAISED ABOVE THE > LINE ( --) INDICATES DIRECTIONAL ORIENTATION OF SPECIFIED FRAMING MEMBER FRAMING CONNECTOR SCHEDULE CLIP, TIE or STRAP FASTENERS or NAILS HIS (5) 8d PER END H5 (4) 8d PER END H8 (5) 10d x 1-12" PER END MTS12 (14) 10d or 10d x 1-12" TOTAL HTS20 (20) 10d or (24) 10d x 1-12" TOTAL LGT2 (16) 16d SINKERS TO TRUSS, (14) 16d SINKERS TO > & POST H16, 46S, -16-2 (2) 10d x 1-12" TO TRUSS, (10) TO>/POST MSTA12 (10)10d TOTAL MSTA18 (14) 10d TOTAL MSTA24 (18)10d TOTAL MST37 (42) 16d TOTAL MST48 (46) 16d TOTAL MST60 (56) l6d TOTAL CS 16 (30) 8d or (26) 10d TOTAL SPH4, -6, -8 (12) 10d x 1-1/2" HPAHD22 (23) 16d LTP4 (12) 8d x 1-12" TOTAL A35 (12) 8d x 1-12" TOTAL META20 (12) 10d. 1-1/2" BETA20 (12) 10d x I-1/2" LGT2-MASO11R (16) 16d SINKERS TO TRUSS, (7) 1/4"- x 2-1/4" TITEN SCREWS TO WALL MTSM16 (7) 10d or 10d x I-12" TO TRUSS, (4) 1/4"-x 2-1/4" TITEN SCREWS TO WALL HTSM16 ' TO TRUSS, (8) 10 or lOd x 1-=01 (4) 1/4"-x2a/4" TITEN SCREWS TO WALL H16, 46S, -16-2 (2) 10d x 1-12" TO TRUSS, (6) 1/4"-x2-1/4" TTTEN SCREWS TO WALL FGTR (I 8) 1/4"-x 3" SDS TO TRUSS, (2) 12"- x 5" TITEN HD's TO WALL TAM36 8) I. TO FRAMIN G, (G,4) 1/4"- x 2-1/4" TITEN TO MASONRY r a- 0 U W U U. L -L_, 4: <_ FLOOR PLANNIEW "EZ" EZ DIMENSION: ** 51_3" ** �'' - 6a ❑ ZONE "4" - INTERIOR ZONE(S) ❑ ZONE "5" - END/EDGE ZONE(S) MAX. ON -CENTER STUD SPACING (in INCHES) END-ZONEANTERIOR ZONE: WIND 130/c Mo. Rf. Ht. < 30' FINISH FLEX. FLEXIBLE FINISHES (NOTSTUCCO) 2x4 2x6 2x8 2x10 cnz IC�lA SYP #2 s #3 SPF # PF 2 S #2 SYP SYP #2 S �161 8' 24"/24" C ZONE "1" '7 I �� w, i I% 24"/24" 1 24"/24" l�R a x w a Z M.. RIDGE o r 9' ZONE "I z 0 = O ZONE I'1, fy IA ld�I U4' Vw� 24"/24" Z°� E ¢�O ,, r 12"/16" a t� 24"/24" 24"/24" 24"/24" a ZONE ..l., ZONE 1.1,1 N E 24"/24" __ GABLE EZ 24"/24" ZONE"3"-CORNER 12' 6"/8" ZONE(S), TYPICAL ROOF PLANNIEW ❑ zoNE "1" - INTERIORZONE(S) 24"/24" 1:1ZONE "2" - END/EDGE ZONE(S) "EZ" DIMENSION: N.P. 12"/16" * * 5f-31" * * IN ZONE "3" -CORNER ZONE(S) 4: <_ FLOOR PLANNIEW "EZ" EZ DIMENSION: ** 51_3" ** �'' - 6a ❑ ZONE "4" - INTERIOR ZONE(S) ❑ ZONE "5" - END/EDGE ZONE(S) MAX. ON -CENTER STUD SPACING (in INCHES) END-ZONEANTERIOR ZONE: WIND 130/c Mo. Rf. Ht. < 30' FINISH FLEX. FLEXIBLE FINISHES (NOTSTUCCO) 2x4 2x6 2x8 2x10 PLATE HEIGHT L (NOMINAL) ) #2 SPF SYP #2 s #3 SPF # PF 2 S #2 SYP SYP #2 S #2 SYP 8' 24"/24" 24"/24" 24"/24" 24"/24" 1 24"/24" 24"/24" 24"/24" 9' 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" "/24" 24"/24" 24"/24" 10' 12"/16" 12"/16" 24"/24" 24"/24" 24"/24" 24"/24" 1 24"/24" Il' 10"/12" 10"/12;' 24"/24" 24"/24" / 24"/24" 24"/24" 24"/24" 12' 6"/8" 8"/12' 24"/24" 24"/24" 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.2" / 16" 16"/16" 16"/24" 24"/24" 24"/24" 18.5' N.P. N.P. 8"/8" 8"/12" 12"/12" 24"/24" 24"/24" 19.5' N.P. I N.P. 8"/8" 8"/8" 8"/12" 24"/24" 24"/24" 20.5' N.P. N.P. 6"/8" 8"/8" 8"/8" 16"/24" 24"/24" 21.5' N.P. N.P. 6"/6" 6"/8" 8"/8" 16"/16" 24"/24" 22.5' N.P. I N.P. N.P. 6"/6" 6"/8" 16"116" 8"22.5' W U V (A Z N d = Q Z J Q Z CL Z - 2 W °o �, UWa0 V a a C3 W 0Z M O 203 O MAX. ON -CENTER STUD SPACING (in INCHES) END -ZONE/INTERIO R ZONE: WIND 130/C Mn. Rf. Ht. < 30' FINISH BRIT. BRITTLE 2x4 FINISHES (STUCCO,etal) 2x6 2x8 2x10 PLATE HEIGHT (NOMINAL) #2 SPF 1 #2 SYP #3 SPF #2 SPF #2 SYP #2 SYP #2 SYP 8' 16/16" 1 16"/24" 24"/24" 24"/24" 24"/24" 1 24"/24" 24"/24" 9' 12"/16" 12"/16" 24"/24" 24"/24" 24"/24" 1 24"/24" 24"/24" 10' 10"/12" 10"/12" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 11' 6"/8" 8"/8" 20"/24" 24"/24" 9-1/2" 24"/24" 24"/24" 12' N.P. N.P. 18;'/20" 22"/26" 24"/24" 24"/24" 24"/24" 14' N.P. N.P. 8'/12" 12"/12" 2x(18)16d 2 4"/24" 24"/24" 16' N.P. N.P. 6"/8" 8"/8" 12" 16/24" 24"/24" 18.5' N.P. N.P. N.P. N.P. 15" 12"/16" 24"/24" 'sI 55 . V�R-n2 4 1,l ' I ( 14' �°�" NP N.P.19.5' N.P. N.P. 5/.6". 12"//182"" 24""/24" 20.5' N.P. N N.P. N.P.N P. 8"/12" 16/24" 21.5' SEE PLAN N.P. N.P.N. N.P. 8/8" 16"/16" li 8" . P N.P. NP NP 8"22.5' 2x (20) Y4" -x 2-12" SDS V D U. N HARDWARE/ CONNECTOR EXTERIOR STUDS SPACED AT GREATER THAN 16"o/c SHALL M ~ IN- ~ � EXT/YONO FOUNDATIONS MIN EMBED MIN EDGE BE SHEATHED WITH MINIMUM 32" (8" NOMINAL) SHEATHING 0 55 ABU -44,-66 WTT14 VERTICAL APPLICATIONS & STUCCO FINISHES. 5-12" - 3" GOw W W - 0 MAXIMUM ON -CENTER STUD SPACING IS 16" WHEN USING 16" �r W Q W VNWy W THICK WALL SHEATHING. 1=W 4-1/4" w/ MIN 2-12" SPC'G STUDS WITH MA -CE E . Sl' 6" 8" Ix W MAY BE DOUBLE S 2; "-111 O N R 12" cc RESPECTIVELY. D E, °` L B E SINGLE MGT 5/8" TOGETHER PER PLY T E I T LE FRAMING -TO -FOUNDATION / MASONRY CONNECTOR SCHEDULE NAILS / SCREWS TO FRAMING MEMBERS HARDWARE/ CONNECTOR (SAE ATR DTA INT LOCATIO MIN, EMBED EXT/YONO FOUNDATIONS MIN EMBED MIN EDGE EXT/STEM-WALL FOUNDATIONS CMU WALL TIE -BEAM / LINTEL MIN EMBED MIN / MAX EDC MIN EMBED I EDGE DIST (/2)164 ABU -44,-66 5/8" 5-12" - 3" 12" 1-3/4"/6" N/A - (10) 16d /EACH LT720B & DTT2 12" (EA) 4-1/4" w/ MIN 2-12" SPC'G 5-1/2" 4"w/ 2-1/2" SPC'G 2" w/ 4" SPC'G 12" 1-314"/ 6" 12" C.L. w/ MIN 3" SPACING (22) 10d SINGLE MGT 5/8" 5-12" 5-12" 3" 12" 1-3/4" / 6" 12" C.L. 2x(22)10d DOUBLE MGT (2)5/8" 5-12" 9-1/2" 3" 12" 3-1/2"/4" 12" C.L. (18)16d SINGLEHTT16/4 5B" 5-12" 7-I/2" 2" 12" 1-3/4"/6" 12" C.L. 2x(18)16d DOUBLE HTTI6/4 (2)5/8" 5.12" 7-12" 4" 12" 3-1/2"/4" 12" C.L. 2x(18)16d TANDEM HTT16/4 (1) 5/8" 5-1/2" 9-1/2" 5" 15" 1-3/4" / 6" N/A 'sI 55 . V�R-n2 4 1,l ' I ( 14' �°�" (32) 16d Sinkers SINGLE HTT22/5 5/8" 5-12" 9-1/2" 2" IS" 1.3/4" / 6" N/A 2x (32) I6d Sinkers DOUBLE HTT22/5 (2) 5/8" 5-12" 9-12" 5" SEE PLAN N/A (20) Y" -x 2-12" SDS SINGLE HDU8 7/8" 8" 8" 3" 13-12" 3-1/2" / 4" 13-1/2" C.L. 2x (20) Y4" -x 2-12" SDS DOUBLE HDU8 (2) 7/8" 8" 13-12" 3" 13-12" 3-1/2"/ 4" 13-12" 1 C.L. (30) ii"- x 2-12" SDS SINGLE HDUI 1 7" 9" 15" 1-3/4" SEE PLAN N/A 2x (30))e"- x 2-I2" SDS DOUBLE HDUI l (2) I" 15" 15" 4" SEE PLAN N/A (36) y"- x 2'r2" SDS SINGLE HDUI4 1" 9" 15" 3" SEE PLAN N/A 2. (36) y"- x 21i" SDS DOUBLE HDU14 (2) I" 15" 15" 4" SEE PLAN N/A (16) 10d I HGT2, HGT3 (2)3/4' 7" 11-1/2" 3" SEE PLAN I1 -I/2" C.L. (16) 10d I HGT4 (2) 3/4" 1T' i 19. 3" SEE PLAN 11-1/2" 1 C.L. "FRAMING" and "FRAMING -TO -FOUNDATION" CONNECTOR SCHEDULWOTES: GUARDRAILS, HANDRAILS AND SUB-ASSEMBLIES/COMPUNENIS IHEREUP (POSTS, BALUSTERS, ETC.) SHALL BE COMPRISED OF EITHER A PROPRIETRAY 1) USE SIMPSON AT ACRYLIC TIE TWO-PART EPDXY 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 MINIMUM DISTANCES U.N.O. OR OTHERWISE BE DESIGNED BY A FLORIDA -LICENSED PROFESSIONAL 3) "DOUBLE" HOLD-DOWNS REQUIRE MINIMUM 8" SPACING BETWEEN ATR ANCHORS U.N.O. ENGINEER TO THE DESIGN CRITERIA STATED IN THE APPLICABLE CODE. THE 4)EDGE DISTANCE DIMENSIONS TO BE MEASURED FROM THE EXTERIOR FACE OF THE FOUNDATION, CURB OR PRODUCT APPROVAL REPORT AND/OR SHOP DRAWING(S) AND ASSOCIATED DESIGN CRITERIA SHALL BE REVIEWED AND APPROVED BY THE E.O.R. PRIOR CMU WALL TO THE <OF THE ATR ANCHOR 5) MIN. EDGE DISTANCE DOES NOT APPLY AT INTERIOR CURB LOCATIONS ONLY IF THE MIN. EMBEDMENT IS TO CONSTRUCTION. MEASURED FROM THE LOWER SLAB ELEVATION - 6) ALL PARTS / MATERIALS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS & - DIRECTIONS Group M, 7) ALL NAILS SPECIFIED ARE "COMMON" SIZES U.N.O. Engineers 8) MINIMUM ROD SIZE/GRADE, EMBEDMENT & EDGE DISTANCE SHOWN ON PLAN SUPERSEDES MINIMUMS SHOWN 0 C T 2 G 2017 ON THIS CHART 9) MINIMUM EDGE DISTANCES OF 4" OR MORE REQUIRE MINIMUM 6" WALL FRAMING F.4 F.4 F� 10) MINIMUM 8" SPACING BETWEEN META- or HETA- ANCHORS U.N.O. V Z U C) 11) MINIMUM I-12" EDGE DISTANCE FOR TITEN SCREWS MM F-�-1 Q 12) MINIMUM 4" EDGE DISTANCE FOR TITEN HD's O O 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 REV DEN77EERDRBPIli2'WJN 1 MEB10.19.2017 2 - 3 - 4 - The CASTILLO Group M, A Florida Corporation Designers Engineers 655o Roosevelt Blvd. Jacksonville, FL 32244 «.; .. -' . (9"4) 772-610o is4".�` 1'�; FL 21 CoA No. 17. ..' R. 3 37 fMe.­­ F.4 F.4 F� C/) V Z U C) ., � MM F-�-1 Q O O U U '.4 �:) U� O O I-� > ^ U r� 4.4 �T � U W �i W V5 W r-4 Q) E �-� W M(= 9 F+i o w h,. n1 W C �1 n h� W �T� W W w F-� N VJ � kn P4 r ­,o n Fri w 4 > P4 tr� O ,,-tO U 4_- � , �i � NNQ 9 n i-� � Pi U M F -'-y � O O i4 F+1 .� 1. DESIGN MEB DRAFT MEB CHECKED EA W SCALE N. T. S. DATE 9.26.2017 JOB NO. 17-126 SQ. FT. NA Prpjggt Fr�lgineer: -1.� `,' , GLY AI,,/,, f f', r)'PE " "Pro 'onal Engrg = Lin , , . 162.15 =_ �9 'sI 55 . V�R-n2 4 1,l ' I ( 14' �°�" , ,, . /I, 'y -of CS 4 of O CO 9 O O 20'- 0" 2" EXPAI�IOA' M; 9'-0" 8'-112" %2- W-6"' �2„ 16'-61/2" O 0 O I M PROJECT ENGINEER IDENTIFIED BELOW. - Cp O — 2 - Q, - COrr��I..,, 7 �� co 0 A Florida Corporation Designers co Blvd.: Jacksonville, FL 32244 j v (904) 772-6lo0 2" EXPAI�IOA' M; 9'-0" 8'-112" %2- W-6"' �2„ 16'-61/2" 20'- 0" 11'-0" 10'-11%2„ �12„ '---- ----- " 7-- --- ' - - - - I I 1 1 I I ST2 1 0 I I ST2 I I 7 I I 7 --- ---- -� " 8/10 ---- --- ST2 1 ST2 I 7 CO I ST2 I 7 I I I I ST2 CO - i-- ST2 I I I I is it I r--------- -----------*-�J30"x30"x16"W/ 30"x30"x16"W/LT---- ------ -- --------i I I I 344'S BOTH 344'S BOTH I I I I I I WAYS WAYS I I 1 o I I 1 8/10 8/�a i i °° 4 1 1 a/�o 8/10 i 1 I ST2 ST2 ST2 I I I I ST2 ST2 I rn I I I I 1 I I I I 00 1 N I I r N ST2 I I I I 13'-10" I I 12'-6" 4'-0" I I 13'-10" 2 2" 11 4'_0" I 4" CONC. SLAB I I I I I REINFORCED W/ EITHER I 6x6 10/10 WWM OR FIBER I I I 1 I I 4" CONC. SLAB I I r-, MESH ON 6 MIL VAPOR I I I I I I REINFORCED W/ EITHER I I h BARRIER OVER CLEAN, I I ► I ( I 6x6 10/10 WWM OR FIBER 1 I I I I I COMPACTED FILL. SEE 1 I I I I I MESH ON 6 MIL VAPOR I I I 011 ARCHITECTURAL I 1 I I I I BARRIER OVER CLEAN, N I I I I ( I DRAWINGS AND I I 12 I I COMPACTED FILL. SEE 1I I 1 I I SPECIFICATIONS FOR I I ST2 I I I I ARCHITECTURAL In I I I 1 J ( INSECT AND DECAY I I I I I I DRAWINGS AND I t L- I RESISTANCE I I 4" CONC. SLAB I 1 I I SPECIFICATIONS FOR 1 I_ -J CONSTRUCTION I I REINFORCED W/ EITHER I I INSECT AND DECAY L F_ - I PRACTICES. PROCESSES I I 6x6 10/10 WWM OR FIBER I I I I RESISTANCE I I O 1 I 12 AND TREATMENTS TO 1 I MESH ON 6 MIL VAPOR I 1 I 1 CONSTRUCTION 12 I I I I MEET APPLICABLE CODE BARRIER OVER CLEAN, I I PRACTICES. PROCESSES o I O I ST2 I I � J I ST2 I I 1 REQUIREMENTS. COMPACTED FILL. SEE AND TREATMENTS TO I I I I I I ARCHITECTURAL I MEET APPLICABLE CODE `O I I I DRAWINGS AND 20" WIDE x 12" I I REQUIREMENTS. I I I I ( I SPECIFICATIONS FOR DEEP I I I I L _i 20" WIDE x 12" DEEP -/II 1 INSECT AND DECAY INTEGRATED I ( L J 1 1 INTEGRATED CONCRETE I I RESISTANCE CONCRETE I I 1 FOOTING W/ (3) #4 CONT. I I CONSTRUCTION FOOTING W/ (3) 1 1 SIMILAR TO DETAIL I I PRACTICES. PROCESSES w #4 CONT. I I 810 I 8 10 12/ST2, EXCEPT AS I I AND TREATMENTS TO 1 SIMILAR TO I 1 I ST2 NOTED HEREIN. I I MEET APPLICABLE CODE :t DETAIL EXCEPT AS I I ST 2 1 I Q N I I REQUIREMENTS. I I 1 � I I NOTED HEREIN. I I 1 I 1 8/f0 1 I cc ST2 1 1------------� ST2 I I I 1 1 0 I ------ --------- I PORCH PADS TO BE: I I 7 PORCH PADS TO BE: 7 I - I 7 20"x20"x 16" W/ 2-#4'S 7 I �- 20"x20"x16" W/ 244'S I 1 ST2 BOTH WAYS i _ 1 I I L ❑�--- ---� ❑ I------ --�❑ I 7 20"x2ON16"W/ 7 I ❑L----- --------- ----1❑ ST2 2-#4'S BOTH ST2 I O CO I. I WAYS 10'-0" 10'-0" 10'-0" 10'-0" L� r-� F� ❑I---- -J ❑---- -J❑ XPANS ON MT. 0 TOP PL. HDR PER PLAN. (1) MSTA24 @ EA. #2 SPF - 2X6 STUD TO HDR, 19'-11„ 20 00 IDITIONAL HARDWARE" DETAIL C/STI. ,---_---WINDOW WINDOW OPENING OPENING (1) SP6 @ EA. #2 SPF 2X6 MIN. 3PLY #2 STUD TO SILL'SHOWPL N SPF 2X6 STUDS FACE VIEW Zo 1/2"DIA. A.T.R. W/� 3"X3" WSHR & NUT @ EA. SIDE OF COLUMN, AS SHOWN. A WINDOW HE'ADE'R DETAIL s> 16 -- 5" 6 - 1" EXPANSION 56'-6" — FOUNDATION PLAN 51 3/16" = 1'-0" 20"- 0" WALL ANCHORAGE LEGEND ■5/8" DIAMETER THREADED ROD ASSEMBLY w/ 7-1/2" EMBEDMENT INTO FOUNDATION AND COUPLINGS AS REQ'D. 3"x3"x/a' ROUND HOLE WASHER ATOP UPPER -MOST TOP PL. ASSEMBLY. Oz" DIAMETER FULL-LENGTH THREADED ROD ANCHOR w/ 6" EMBEDMENT AND 2" EDGE AT FOUNDATION AND 3"x3"x10ga SLOTTED WASHER (+ FENDER WASHER) ATOP UPPER -MOST TOP PL. ASSEMBLY. g" TO I" DIAMETER HYBRID THREADED ROD ASSEMBLY. 2" DIAMETER ANCHOR w/ 6" EMBEDMENT AND 2" EDGE AT FOUNDATION, w/ 1 -to a REDUCING COUPLING TO 8" DIAMETER FULL -HEIGHT THREADED ROD w/ 2"x2"xg" WASHER ATOP UPPER -MOST TOP PL. ASSEMBLY. • 2' DIAMETER THREADED ROD ASSEMBLY w/ 4" EMBEDMENT INTO FOUNDATION AND COUPLINGS AS REQ'D. 2"x2"x8" WASHER ATOP UPPER -MOST TOP PL. ASSEMBLY. CONVENTIONAL FRAMING NOTES ALL MATERIAL #2 SYP U.N.O. ALL RAFTERS 2x6 @ 24"o/c U.N.O. ALL CEILING JOISTS 2x4 @ 24"1 U.N.O. CLUSTER (5).13 1 "x3" NAILS @ EA. ROOF RAFTER TO CEILING JOIST INTERSECTION. (5).1310" TOENAILS @ RAFTERS & CEILING JOIST TO LEDGER: (1) H2.5A @ EACH RAFTER TO HEADER 1PLY #2 SYP 2x8 LEDGER LOCATED AT ROOF RAFTER(S) & CEILING JOIST(S) FASTENED TO EA. (16"O/C MAX.) VERT. FRAMING MEMBER W/ (5).131"x3" NAILS IE *DORS ATMAX,' Obi,./,. -RODS ATMAX. 5'-10"viC � 1 Tl/IIIC AT MAX.Gi 0��.. /,. Tl\VLJ Al 1 ll'1AJ O V/l.. jE n 1\VLJ Al/� RODS 1 lAXJ O V/c. i BLOCK ALL PANELS EDGES (1) MSTA12 @ EACH W/ #2 SYP 2x4 W/ (3) JACK STUD TO i TOENAILS AT EACH END HEADER W/ (1) 7 LTT20B @ POST BASE TO A.T.R.. a\ O O Cl) M O H�` w WWU I 0O CJ06 CJ06 CJ07 (2)MTSIT @ MI-TO-3ply#2 CJ07 * SPF 2x4 PC}ST/ (L) HYBRID ADEDRO`D ASSEMBLY. A q 2 2x8-1/2 - (2)2x§71/2 a - —_e - O Ca x r. BM1 i C) J_ a---------------------I O �\ Q ® ao H - - - - -- — _ _ - -- -- - --- - . __.. _ _ - _ - _ °O d ✓� W en A w ' F09 (4) d 00 O -iN Un I — r� - 1 r� L----, i F02 (7) ( ) r-- ---�-- - �p ib F02 7 I mo__ � I, O .'.. d o0 �"rd z z 3I b m-- -- - -vara- - --T,. Q z Z F10 -- — d - -- -- 7 T--- ----s I, w _ OGa q' 1=0-m OEn F11COD - * d IF12-- - d C7 v LL cV O Q F12 oo F03 3 r: v oo -- - -- — — FO i U 00 W N N F04 O O F13 FON a W N� F14 O •r N F05(3) o: p F05(3) d O W C40 F15(3) �O _ A_u - -- - 000 0C7 F06 (3) F06(3) Z Z Pa zOO - d Oo - - Qvz O[-� F16 2ply#2 SPF LL Oza, d " ¢ a z0 p - - --- - - .._ - 2x4 POST F16 - a C) Ow Q d �U -- -- lu 7 - - F07OV w O w O F02 SEE DETAIL A/Sl - - ---_ - SEE DETAIL ANSI 2 - - Oc4 w- - - - - - - - F01 2 2x6 -CONT. -1/31(2)2x6 -CONT. -1/3 F01 1 PLY #2 SYP 2x8 - -- -1PLY #2 SYP 2x8 LEDGER Q w A --- - w A w Q Q r 4SHEATH PORCH SEE DETAILIA/SI c� J' W z Q r LEDGER LOCATED AT d w e H L E d ,-. LOCATED AT ROOF w CEILING PER 4 w _ - _ __- w SHEATH PORCH u a w x U DETAIL Q/STl w 2 2x6 -COQ. -1/3 0W ° CEILING PER x RAFTERS & RAFTER(S) & p v^ z r� z a DETAIL Q/STIP z CEILING ) CEILING z JOIST(S) 2 2x8 2 2x8 w%� w ca JOIST(S) FASTENED TO w E„ LSHEATH PORCH w a 6 ❑ 2 2x8 ❑❑ 2 2x8 ❑❑ FASTENED TO EA. VERT. WEB ] w w o CEILING PER � w W EA. VERT. WEB MEMBER IN O W ti ol DETAIL Q/STl u^ W MEMBER IN N 01 TRUSS TO1 W/ 1PLY #2 SYP 2x8 LEDGER ww 2 2x8 2 2x8 rx(3).13 TRUSS O1 W/ (3).131 "x3" LOCATED AT ROOFLY #2 SYP 2x8 LEDGER NAILS NAILS E RAFTER(S) & CEILING *RODS AT MAX. 3' ". AT ROOF j 3'- JOIST(S) RAFTER(S) R CEILING FASTENED TO EA. VERT. JOIST(S) WEBMEMBN TRUSS TOI W/(3) ).131"x3" NAILS 2 1st FLOOR STRUCTURAL PLAN FASTENED TO EA. WEB MEMBER NTRUSS . S1 3/16" = 11-0„ W/ (3).131"x3" NAILS I � *RODS AT MAX. 5'-8"1 CONVENTIONAL STRAPPING PER DE AIL A/STl *RODS AT MAX. 5'-8"o/c. (2)2x8-1/2 0 I I 1 7 I ST2 1 7 I ST2 I I �12,+ 8 ' -11 �12„ PROJECT ENGINEER IDENTIFIED BELOW. 20'- 0" 11'-0" 10'-11%2„ �12„ '---- ----- " 7-- --- ' - - - - I I 1 1 I I ST2 1 0 I I ST2 I I 7 I I 7 --- ---- -� " 8/10 ---- --- ST2 1 ST2 I 7 CO I ST2 I 7 I I I I ST2 CO - i-- ST2 I I I I is it I r--------- -----------*-�J30"x30"x16"W/ 30"x30"x16"W/LT---- ------ -- --------i I I I 344'S BOTH 344'S BOTH I I I I I I WAYS WAYS I I 1 o I I 1 8/10 8/�a i i °° 4 1 1 a/�o 8/10 i 1 I ST2 ST2 ST2 I I I I ST2 ST2 I rn I I I I 1 I I I I 00 1 N I I r N ST2 I I I I 13'-10" I I 12'-6" 4'-0" I I 13'-10" 2 2" 11 4'_0" I 4" CONC. SLAB I I I I I REINFORCED W/ EITHER I 6x6 10/10 WWM OR FIBER I I I 1 I I 4" CONC. SLAB I I r-, MESH ON 6 MIL VAPOR I I I I I I REINFORCED W/ EITHER I I h BARRIER OVER CLEAN, I I ► I ( I 6x6 10/10 WWM OR FIBER 1 I I I I I COMPACTED FILL. SEE 1 I I I I I MESH ON 6 MIL VAPOR I I I 011 ARCHITECTURAL I 1 I I I I BARRIER OVER CLEAN, N I I I I ( I DRAWINGS AND I I 12 I I COMPACTED FILL. SEE 1I I 1 I I SPECIFICATIONS FOR I I ST2 I I I I ARCHITECTURAL In I I I 1 J ( INSECT AND DECAY I I I I I I DRAWINGS AND I t L- I RESISTANCE I I 4" CONC. SLAB I 1 I I SPECIFICATIONS FOR 1 I_ -J CONSTRUCTION I I REINFORCED W/ EITHER I I INSECT AND DECAY L F_ - I PRACTICES. PROCESSES I I 6x6 10/10 WWM OR FIBER I I I I RESISTANCE I I O 1 I 12 AND TREATMENTS TO 1 I MESH ON 6 MIL VAPOR I 1 I 1 CONSTRUCTION 12 I I I I MEET APPLICABLE CODE BARRIER OVER CLEAN, I I PRACTICES. PROCESSES o I O I ST2 I I � J I ST2 I I 1 REQUIREMENTS. COMPACTED FILL. SEE AND TREATMENTS TO I I I I I I ARCHITECTURAL I MEET APPLICABLE CODE `O I I I DRAWINGS AND 20" WIDE x 12" I I REQUIREMENTS. I I I I ( I SPECIFICATIONS FOR DEEP I I I I L _i 20" WIDE x 12" DEEP -/II 1 INSECT AND DECAY INTEGRATED I ( L J 1 1 INTEGRATED CONCRETE I I RESISTANCE CONCRETE I I 1 FOOTING W/ (3) #4 CONT. I I CONSTRUCTION FOOTING W/ (3) 1 1 SIMILAR TO DETAIL I I PRACTICES. PROCESSES w #4 CONT. I I 810 I 8 10 12/ST2, EXCEPT AS I I AND TREATMENTS TO 1 SIMILAR TO I 1 I ST2 NOTED HEREIN. I I MEET APPLICABLE CODE :t DETAIL EXCEPT AS I I ST 2 1 I Q N I I REQUIREMENTS. I I 1 � I I NOTED HEREIN. I I 1 I 1 8/f0 1 I cc ST2 1 1------------� ST2 I I I 1 1 0 I ------ --------- I PORCH PADS TO BE: I I 7 PORCH PADS TO BE: 7 I - I 7 20"x20"x 16" W/ 2-#4'S 7 I �- 20"x20"x16" W/ 244'S I 1 ST2 BOTH WAYS i _ 1 I I L ❑�--- ---� ❑ I------ --�❑ I 7 20"x2ON16"W/ 7 I ❑L----- --------- ----1❑ ST2 2-#4'S BOTH ST2 I O CO I. I WAYS 10'-0" 10'-0" 10'-0" 10'-0" L� r-� F� ❑I---- -J ❑---- -J❑ XPANS ON MT. 0 TOP PL. HDR PER PLAN. (1) MSTA24 @ EA. #2 SPF - 2X6 STUD TO HDR, 19'-11„ 20 00 IDITIONAL HARDWARE" DETAIL C/STI. ,---_---WINDOW WINDOW OPENING OPENING (1) SP6 @ EA. #2 SPF 2X6 MIN. 3PLY #2 STUD TO SILL'SHOWPL N SPF 2X6 STUDS FACE VIEW Zo 1/2"DIA. A.T.R. W/� 3"X3" WSHR & NUT @ EA. SIDE OF COLUMN, AS SHOWN. A WINDOW HE'ADE'R DETAIL s> 16 -- 5" 6 - 1" EXPANSION 56'-6" — FOUNDATION PLAN 51 3/16" = 1'-0" 20"- 0" WALL ANCHORAGE LEGEND ■5/8" DIAMETER THREADED ROD ASSEMBLY w/ 7-1/2" EMBEDMENT INTO FOUNDATION AND COUPLINGS AS REQ'D. 3"x3"x/a' ROUND HOLE WASHER ATOP UPPER -MOST TOP PL. ASSEMBLY. Oz" DIAMETER FULL-LENGTH THREADED ROD ANCHOR w/ 6" EMBEDMENT AND 2" EDGE AT FOUNDATION AND 3"x3"x10ga SLOTTED WASHER (+ FENDER WASHER) ATOP UPPER -MOST TOP PL. ASSEMBLY. g" TO I" DIAMETER HYBRID THREADED ROD ASSEMBLY. 2" DIAMETER ANCHOR w/ 6" EMBEDMENT AND 2" EDGE AT FOUNDATION, w/ 1 -to a REDUCING COUPLING TO 8" DIAMETER FULL -HEIGHT THREADED ROD w/ 2"x2"xg" WASHER ATOP UPPER -MOST TOP PL. ASSEMBLY. • 2' DIAMETER THREADED ROD ASSEMBLY w/ 4" EMBEDMENT INTO FOUNDATION AND COUPLINGS AS REQ'D. 2"x2"x8" WASHER ATOP UPPER -MOST TOP PL. ASSEMBLY. CONVENTIONAL FRAMING NOTES ALL MATERIAL #2 SYP U.N.O. ALL RAFTERS 2x6 @ 24"o/c U.N.O. ALL CEILING JOISTS 2x4 @ 24"1 U.N.O. CLUSTER (5).13 1 "x3" NAILS @ EA. ROOF RAFTER TO CEILING JOIST INTERSECTION. (5).1310" TOENAILS @ RAFTERS & CEILING JOIST TO LEDGER: (1) H2.5A @ EACH RAFTER TO HEADER 1PLY #2 SYP 2x8 LEDGER LOCATED AT ROOF RAFTER(S) & CEILING JOIST(S) FASTENED TO EA. (16"O/C MAX.) VERT. FRAMING MEMBER W/ (5).131"x3" NAILS IE *DORS ATMAX,' Obi,./,. -RODS ATMAX. 5'-10"viC � 1 Tl/IIIC AT MAX.Gi 0��.. /,. Tl\VLJ Al 1 ll'1AJ O V/l.. jE n 1\VLJ Al/� RODS 1 lAXJ O V/c. i BLOCK ALL PANELS EDGES (1) MSTA12 @ EACH W/ #2 SYP 2x4 W/ (3) JACK STUD TO i TOENAILS AT EACH END HEADER W/ (1) 7 LTT20B @ POST BASE TO A.T.R.. a\ O O Cl) M O H�` w WWU I 0O CJ06 CJ06 CJ07 (2)MTSIT @ MI-TO-3ply#2 CJ07 * SPF 2x4 PC}ST/ (L) HYBRID ADEDRO`D ASSEMBLY. A q 2 2x8-1/2 - (2)2x§71/2 a - —_e - O Ca x r. BM1 i C) J_ a---------------------I O �\ Q ® ao H - - - - -- — _ _ - -- -- - --- - . __.. _ _ - _ - _ °O d ✓� W en A w ' F09 (4) d 00 O -iN Un I — r� - 1 r� L----, i F02 (7) ( ) r-- ---�-- - �p ib F02 7 I mo__ � I, O .'.. d o0 �"rd z z 3I b m-- -- - -vara- - --T,. Q z Z F10 -- — d - -- -- 7 T--- ----s I, w _ OGa q' 1=0-m OEn F11COD - * d IF12-- - d C7 v LL cV O Q F12 oo F03 3 r: v oo -- - -- — — FO i U 00 W N N F04 O O F13 FON a W N� F14 O •r N F05(3) o: p F05(3) d O W C40 F15(3) �O _ A_u - -- - 000 0C7 F06 (3) F06(3) Z Z Pa zOO - d Oo - - Qvz O[-� F16 2ply#2 SPF LL Oza, d " ¢ a z0 p - - --- - - .._ - 2x4 POST F16 - a C) Ow Q d �U -- -- lu 7 - - F07OV w O w O F02 SEE DETAIL A/Sl - - ---_ - SEE DETAIL ANSI 2 - - Oc4 w- - - - - - - - F01 2 2x6 -CONT. -1/31(2)2x6 -CONT. -1/3 F01 1 PLY #2 SYP 2x8 - -- -1PLY #2 SYP 2x8 LEDGER Q w A --- - w A w Q Q r 4SHEATH PORCH SEE DETAILIA/SI c� J' W z Q r LEDGER LOCATED AT d w e H L E d ,-. LOCATED AT ROOF w CEILING PER 4 w _ - _ __- w SHEATH PORCH u a w x U DETAIL Q/STl w 2 2x6 -COQ. -1/3 0W ° CEILING PER x RAFTERS & RAFTER(S) & p v^ z r� z a DETAIL Q/STIP z CEILING ) CEILING z JOIST(S) 2 2x8 2 2x8 w%� w ca JOIST(S) FASTENED TO w E„ LSHEATH PORCH w a 6 ❑ 2 2x8 ❑❑ 2 2x8 ❑❑ FASTENED TO EA. VERT. WEB ] w w o CEILING PER � w W EA. VERT. WEB MEMBER IN O W ti ol DETAIL Q/STl u^ W MEMBER IN N 01 TRUSS TO1 W/ 1PLY #2 SYP 2x8 LEDGER ww 2 2x8 2 2x8 rx(3).13 TRUSS O1 W/ (3).131 "x3" LOCATED AT ROOFLY #2 SYP 2x8 LEDGER NAILS NAILS E RAFTER(S) & CEILING *RODS AT MAX. 3' ". AT ROOF j 3'- JOIST(S) RAFTER(S) R CEILING FASTENED TO EA. VERT. JOIST(S) WEBMEMBN TRUSS TOI W/(3) ).131"x3" NAILS 2 1st FLOOR STRUCTURAL PLAN FASTENED TO EA. WEB MEMBER NTRUSS . S1 3/16" = 11-0„ W/ (3).131"x3" NAILS I � *RODS AT MAX. 5'-8"1 CONVENTIONAL STRAPPING PER DE AIL A/STl *RODS AT MAX. 5'-8"o/c. (2)2x8-1/2 PROJECT TITLED HEREIN INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORB(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW. � DESCRIPTION 1 - 2 - 3 - 4 - �� Group A Florida Corporation Designers Engineers Y 6550 Roosevelt Blvd.: Jacksonville, FL 32244 j v (904) 772-6lo0 FL CoA No. 32.137 1.-4�� 2x8-1/� rO V F� rT1� U W W l O � ~ n F Io- Fo- F Fo F V U// 01 U U ~ ~li H F lo- lo- SHEET J01 of �I ;J02 ii o CJ02 2) M FSPIS TRU S O MTS 11 'S US -- J03 � TO I-] -�jtly 2 SPF x4 I TO -TO-2 y1I S F 2x4 CJ03 �- POs W(Q) S12 I ST W (1) 112 @ , - POS BASE O HE ER �� POS BAS O ER L ii ,I II I O I 7 __ .� ____ L _._✓t J L__ � _—_---- J L---------- ---------L ----------------- L X I - EJ01 (10) Lj q ------ --- ----- O J-- :A vLF y O O r O L --- 4� _._ --- -- = r -- --1 r� - -- --- - ---- F r-- -- ---- _-- - - ---' --- ---- - --- tz, Ii I MIN. 31y 2x4 2 SPF A S 4ply 2x4 #2 PF JA - 3 (--- (2) MTS TRU TO1-TO �ly # SPF 2 S 4 w/ (1 JACK MS MSTA O HE 12 @ 2 ON DER ACH A S 1) Tli-TO-3 ) S�A2 , "' R �2 SP O S x4 7 (1) M K TO STAT Al2 EAD @ EACH N EA R A POS 1) POST MTS 'S TRURO 1 -TO- ply #2 SPF 2x4 - P (W/ (I) S12 P3ST $ SE TO �t ! BSE TO AD R POST w/ AYB D BASE O HOE EER POST W (1) MTS12 B SE TO EA��2 B W. IN BELCti 0 o THRE As RO LY. BELOW. M a 0 0 r(2)2x6-00NT._-1_/3_ h� � 2 2x6 -CONT. -1/3 04 J04 v II o✓ X1 v 2nd FLOOR S TRUC 51 3/16" = 1'-0" v i a PLAN o� o z0 O O Co d0 F 00 SOU 0 a� w I OFFICE COPY I 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 WORB(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW. REV DESCRIPTION 1 - 2 - 3 - 4 - The CASTILLO Group A Florida Corporation Designers Engineers Y 6550 Roosevelt Blvd.: Jacksonville, FL 32244 j v (904) 772-6lo0 FL CoA No. 32.137 1.-4�� F'e-y rO V F� rT1� U W W l O � ~ n DESIGN MEB DRAFT MEB CHECKED EA W SCALE N. T. S. DATE 9.26.2017 JOB NO. 17-126 tz iAiclla older, *Professlo� I n�ginee-r w i 1 215 4 i VI L e44 SHEET 2 4 of 7/16" STRUCTURAL I -RATED OSB MAY BE USED I.LO. 15/32" EXPOSURE 1 -RATED. SHEATHING THICKNESS & ATTACHMENT SCHEDULE •• MIN. WALL SHEATHING & BLOCK ALL PANEL EDGES 8d RING SHANK PER R803.2.3.1 OF '10 FSC -R: MIN. 0.113" NAILING MAY BE OVERRIDDEN OF WALL SHEATHING. NOMINAL SHANK dia., RING dia. 0.012" OVER SHANK dia., 16-20 BY REQUIRED SHEAR WALL RINGS PER INCH, 0.280"div. FULL ROUND HEAD, MIN. 2" LENGTH. NAILING (SEE F/STI). ROOF SHEATHING PER SEE P/ST1 FOR BOTTOM CHORD W PLY CLIPS TABLE, / BRACING REQUIREMENTS. ••• MIN. 19/32" RA)FTERx3TO-OP PL. TOE-NAILS ADEA DITION ETR NGINEERED TRUSSES OR (40/20) ii TILE CONNECTOR(S) SPECIFIED IN SCHEDULE CONVENTIONAL (SOLID -SAWN) ROOFING, UNLESS OR ON PLAN. TYPICAL, ALL TRUSS & FRAMING. SEE PLAN, LAYOUT OR NOTED OTHERWISE. RAFTER BEARING POINTS. SSOCIATED DELEGATED TRUSS -TO -PL. CONNECTORS OREENGENGINTATION OFNEERING RMEMBERS. IZE & J• STP TUBAL PAN(S), - �L RL �r TRU"tiE, 10 HAVE: (2) 2x( ) #2 SYR TOP PL.. FASTEN PLIES NE' -- TOGETHER w/ (2) ROWS .131x3" NAILS O R (1) SDWC SCREW 12"o/c, STAGGERED, w/ MIN. 24" LAPS / MIN. (12) .131x3" NAILS IN EA. LAP. SPH4-6-8 O MAX 32"o/c O PL. -TO -STUDS - NOT REQ'D WHEN USING WOOD*Tie *TOREN?ILS TO TOP ANCHORING RODS PER DETAIL B/STI TYPICAL EXTERIOR WALL 2x( ) #2 SYR SHOE PL w/ (2) ROWS liff OF .131x3" O 12"o/c, STAGGERED. EXTERIOR STUD WALL SPECIFICATIONS II III M&G DECKING (24 o/c STURD-I_, 00R) w/ II II SEE STRUCNRAL SHEET FOR EXTERIOR WAIL FRAMING. - 6"/6"O/C 10d NAILING &APPROVED II _ CON TRUCTION ADHESIVE. _ _ _ _ _ 3 � = - - _ _ � MATCH SIZE GRADE & QUANTITY OF ALL 2nd/ . TYPICAL INTERIOR BEARING WALL u;ll FLR STUD COLUMNS w 7 INT. LOAD-BEARING STUD WALL SPE CS u II BLOCKING IN FLR SYS. EXCEPT AS NOTED ON STRUCTURAL PLAN(Sii AND w/ 1st FLR-LEVEL STUD COLUMN U.N.O.. fill EFFECTIVE PL. HT FT ALLOWABLE STUD -------- _ _ TO 8'-1 1 8 2x4 SG SPF S DS 0 16 0 - _ _ YSTEM - 1= - - TO 12-1 ,/. 2.4 2 SPF STUDS 016^ 0 INTERMEDIATE FLOOR I APPLICABLE TO MULTISSTORY BUIL IMI TO 18' 7" x SPF SND ®12" 0 To 21'-7'1 2x6 2 SYP STUDS 0 12" o1.I II ONLY. SEE PLAN, LAYOUT, OR II II ASSOCIATED DELEGATED ENGINEERING FOR ATTACH 2nd FLR STUDS TO 1st FLR TYPE, SIZE & ORIENTATION OF MEMBERS, 31V STUDS (OR BEAMS) W/ CS16 STRAPS r BRACING, BLOCKING & INSTALLATION (28" +DEPTH OF FLR SYS. IN LENGTH) DETAILS. @ MAX. 32"o/c w/ (11) 1 Od/END, SEE SCHEDULE FOR CENTERED ON FLR SYS., TYPICAL, INT. MINIMUM WALL STUD & EXT. WALLS. NOT REQUIRED WHEN SIZE, GRADE, SPECIES & --�\ USING WOOD*Tie ANCHORING RODS PER SPACING - DETAIL B/ST1 TYPICAL, U.N.O. FASTEN EXT. WALL SHEATHING PT 2x( ) #2 SYP SHOE PL.. TO TOP PL., SHOE PL. & RIM or SPH4-6-8 @ MAX 32"o/C a IA RIBBON w/ PRESCRIBED "EDGE NAILING" PL -TO -STUDS -NOT REQUIRED SIZE/SPACING. WHEN USING WOOD*Tie ANCHORING RODS PER DETAIL B/ST1. WITH 4" BRICK VENEER EXTERI FINISH, ADD CORRUGATED GALV. BRICK TIES @ 24"o/c HORZ. & 16"o/c VERT. BRICK TIES MUST 1/2"dia X 7" EMBEDMENT BE FASTENED THRU SHTN'G TO CAST -IN-PLACE "J" BOLTS OR 7 WALL STUDS. 1/2"dia X 6" EMBEDMENT EPDXIED ALL -THREAD RODS w/ WALL SHEATHING PER TABLE 2"x2"x1/8" WASHERS @ 24"o c. SEE SILL PL. SHEAR CONNECTOR MONOLITHIC -STYLE FOUNDATION SCHEDULE ON S-SHEET(S) SHOWN. SEE SHEET ST2 FO WHEN USING WOOD*Tie RODS. APPROVED FOUNDATION TYPES/STYLES. GTYPICAL ONE- & TWO-STORY WALL DETAIL NOT TO SCALE LOW -CARBON STEEL NUT FOR X2"0 A ROOF SYSTEM - ABOVE ROUND "FENDER" WASHER ABOVE CONNECTED TO WALL 3"x3"x9/64" SLOTTED STEEL WASHER. -- PER STRUCTURAL ROD TO BE POSITIONED SO THAT SQUARE _ DETAILS. WASHER CAN BE TOTALLY SUPPORTED BY I.e*] - TOP PL.. _ I - ( 4 - PROVIDE FULL SHEATHING COVERAGE ON MIN. ONE PLATE. NAILING INTO TOP PLATE PER A/STI WOOD*Tk ROD 11L� 1 1 I !. LOW -CARBON STEEL COUPLER w/ MIN. 3§" THREAD ENGAGEMENT FROM EACH WOOD+Tie ROD. (OPTIONAL, LOCATE AS REQ'D) II 'INDEX" SHEATHING 1/4" FROMEDIATE SILL PLATE BOTTOM OF SHOE PLATE FOR MOISTURE PROTECTION AND TO SHEAR CREATE OVERLAP ONTO DOUBLE CONNECTORS - PLATE O TOP OF WALL. SEE TABLE FOR OUTSIDE FACE OF SHEATHING TO APPROVED BE "FLUSH' W/ SLAB EDGE. FASTENERS AND 2 SPACING. . N C SIMPSON "AT" (ACRYLIC TIE) H - 2 -PART EPDXY, INSTALLED w �O -J PER MANUFACTURER'S g v a INSTRUCTIONS. w, _ � Do } > :j .�i J 0 E(AFTER UT ABOVE WASHER TO -O 5 NDS AT TIME OF INSTALLATION OXY CURES). *ATRMAXIMUM OUT -OF -PLUMB TOLERANCE: Y4" PER FOOT OR 2' PER FLOOR LEVEL - WHICHEVER IS LESS. INTERMEDIATE FLOOR I SYSTEM - APPLICABLE i TOMULTI-STORY ! I BUILDINGS ONLY. i II WOOD -Tie RODS - )¢"dia A307 THREADED STEEL RODS ATR") LOCATED AT CORNERS, EACH SIDE>-- OF OPENINGS LARGER THAN 6', AND 6'o/c (EXT. WALLS) or 4'o/c (INT. WALLS) THEREAFTER. SEE DETAIL F/ST1 FOR USE AT ENDS OF SHEAR WALL SEGMENTS. FOUNDATION - MONOLITHIC -SME FOUNDATION SHOWN FOR CLARITY, SEE SHEET ST2 FOR APPROVED FOUNDATION =0 co TYPES/STYLES. I- < D U11 Z\ U MIN. 2" EDGE SEE SILL PL. SHEAR CONNECTOR SCHEDULE ON DISTANCE S-SHEET(S) FOR SILL PL. -TO -FOUNDATION ACHORAGE WHEN USING WOOD --Fie RODS. G) B WOOD*Tie DETAILS & SPECIFICATIONS ST1 NOT TO SCALE 2x #2 SPF BLOCKING, AS REQ'D FOR RADIUSED-TOP MIN. 7/16` THICK WALL WINDOWS, w/ (2) .131x3" TOE -NAILS PER END. SHEATHING OR STRUCTURAL HEADER ADJACENT TO SHEET -SIDING w/ (1) ROW OF 8d 2" TOP PL. - PER CALL SPH4-6-8 CONNECTORS NAILS O 3"o/c AT TOP OF AX OUT ON STRUCTURAL O TOP PL. -TO -HEADER O SHTN'G (IN TO TOP >) AND AT . PLSN, I MAX. 32"o/c. BOTTOM OF SHTN'G (IN TO HDR.), NO ADDITIONAL PL. -TO -HEADER CONNECTORS REQ'D w TRUSS UPLIFTS 1,000#. FOR HIGHER UPLIFTS USE CONNECTIONS AS - SPECIFIED ON STRUCTURAL PLAN. .131x3" TOE- OR - END -NAILS O KING -STUD TO HEADER. 2x6 HER. USE - (6) NAILS, 2x8 & 2x10 HDRS. USE (9) NAILS, 2x12 & ENG. WOOD HDRS. USE (12) NAILS.. WOOD -Tie ANCHORING RODS, PER DETAIL B/ ST1 EACH SIDE OF EACH OPENING, WITHIN 2" OF JACK -/KING -STUD ASSEMBLY. INTERMEDIATE SHEAR FASTENERS, PER SILL PL. SHEAR CONNECTOR SCHEDULE ON S-SHEET(S). .131x3" TOE- OR IJ END -NAILS O KING -STUD TO HEADER. 2x6 HER. I I USE (6) NAILS, 2x8 & '-ZNNDOW HEAD - APPLICABLE ONLY 2x10 HDRS. USE (9) WHEN WINDOW DOESN'T ATTACH \ I NAILS, 2x12 & ENG. DIRFC71 Y TO HEADER. SEE TABLE FOR WOOD HDRS. USE (1 2) SIZE & CONNECTION(S). NAILS.. -1 �� (1) MSTA-SERIES STRAP I O EACH JACK -STUD TO INTERMEDIATE WINDOW HEAD- HEADER. 2x6 HDR. USE APPLICABLE w/ DETACHED 12" STRAPS, 2x8 & 2x10 TRANSOM(S) ONLY. SEE TABLE HDRS. USE 18" STRAPS, �/ FOk SIZE & CONNECTION(S). 2x12 &ENG. WOOD HDRS. USE 24" STRAPS. 1 SPH4-6-8 CONNECTOR PER CALLOUT ON JACK- &KING -STUDS) ®) SINGLE JACK -STUD TO 1 STRUCTURAL PLAN. HOE PL. USE (1) LTT208 O DOUBLE JACK -STUDS TO 1 WINDOW SILL SEE TABLE FO FOUNDATION. USE (1) SIZE & CONNECTION(S). HTT16 O TRIPLE (OR MORE) II__ WINDOW(S) AND JACK -STUDS TO �u00R(S) SHALL FOUNDATION. ll ATTACHED TO APPROPRIATE ANCHOR BOLTS PER FRAMING MEMBERS IN ACCORDANCE DETAIL A/STT, TYR. WITHtll NUCTIONS & APPLICABLE DIRECTIONS. l 1 TRADITIONAL METAL CONNECTORS I WOOD*Tie ANCHORING RODS KI1HE SHU; i HIM i 'WAL_I_ SIiE(1THIN5* -@1 WIND (supported @ 24" OIC MAX.) (supported 6" IC MAX.) SPEED & DOCUMENTS, MAY NOT BE USED Sd RING SHANK NAILING MIN. THICKNESS (SPAN INDEX) 8d COMMON NAILING" EXPOSURE MIN THICKNESS *** I PERIMETER/ HORIZONTAL VERT APP. W/I VERT APP. INT END FASTEN TO FLOOR TRUSS (SPAN INDEX) ZONE END ZONES APPLICATION UT STUCCO I WI STUCCO ZONE ZONE IO 11' I 12' 2' - W/ (3) 1 O / 7/1 G" 1 5/32" L32/1 G"/ 1 2" G"/ 1 2" 4-0.131 X 3" TOE NAILS 2-2X4 6'-2" (24/ 1 G) (24/ 1 G) G) -0.131 X 3" TOE NAILS 1-2X6 115 < 132 mph EXP B, C, & D 7/1 G"G (24/ I G) / 1 2 Is ea G /G MIN. THICKNESS (SPAN INDEX) 8d COMMON NAILING HORIZONTAL VERT APP. WI APR. IN END 2ply MIN. STUD END POST (PER DETAIL F/ST1 OR CALL OUT ON ___ v/__ _ (1) HTT4 OR (1) PHD2 (1) )¢"dia APPLICATION DUT STUCCO W/STUCCO ZONE ZONE 12"0/c -WALL U.N.O.. SEE DETAIL D-ST7'I FOR AT OF PAST PLYS .�I(- WOOD -Tit, ROD 1 5/32" 1 5/32" 1 9/32" G"/ 1 2" G"/G" 8"0% III I (32/1 G) (32/ 1 G) (40/20) ENCLOSED 3"o/c •• MIN. WALL SHEATHING & BLOCK ALL PANEL EDGES 8d RING SHANK PER R803.2.3.1 OF '10 FSC -R: MIN. 0.113" NAILING MAY BE OVERRIDDEN OF WALL SHEATHING. NOMINAL SHANK dia., RING dia. 0.012" OVER SHANK dia., 16-20 BY REQUIRED SHEAR WALL RINGS PER INCH, 0.280"div. FULL ROUND HEAD, MIN. 2" LENGTH. NAILING (SEE F/STI). ROOF SHEATHING PER SEE P/ST1 FOR BOTTOM CHORD W PLY CLIPS TABLE, / BRACING REQUIREMENTS. ••• MIN. 19/32" RA)FTERx3TO-OP PL. TOE-NAILS ADEA DITION ETR NGINEERED TRUSSES OR (40/20) ii TILE CONNECTOR(S) SPECIFIED IN SCHEDULE CONVENTIONAL (SOLID -SAWN) ROOFING, UNLESS OR ON PLAN. TYPICAL, ALL TRUSS & FRAMING. SEE PLAN, LAYOUT OR NOTED OTHERWISE. RAFTER BEARING POINTS. SSOCIATED DELEGATED TRUSS -TO -PL. CONNECTORS OREENGENGINTATION OFNEERING RMEMBERS. IZE & J• STP TUBAL PAN(S), - �L RL �r TRU"tiE, 10 HAVE: (2) 2x( ) #2 SYR TOP PL.. FASTEN PLIES NE' -- TOGETHER w/ (2) ROWS .131x3" NAILS O R (1) SDWC SCREW 12"o/c, STAGGERED, w/ MIN. 24" LAPS / MIN. (12) .131x3" NAILS IN EA. LAP. SPH4-6-8 O MAX 32"o/c O PL. -TO -STUDS - NOT REQ'D WHEN USING WOOD*Tie *TOREN?ILS TO TOP ANCHORING RODS PER DETAIL B/STI TYPICAL EXTERIOR WALL 2x( ) #2 SYR SHOE PL w/ (2) ROWS liff OF .131x3" O 12"o/c, STAGGERED. EXTERIOR STUD WALL SPECIFICATIONS II III M&G DECKING (24 o/c STURD-I_, 00R) w/ II II SEE STRUCNRAL SHEET FOR EXTERIOR WAIL FRAMING. - 6"/6"O/C 10d NAILING &APPROVED II _ CON TRUCTION ADHESIVE. _ _ _ _ _ 3 � = - - _ _ � MATCH SIZE GRADE & QUANTITY OF ALL 2nd/ . TYPICAL INTERIOR BEARING WALL u;ll FLR STUD COLUMNS w 7 INT. LOAD-BEARING STUD WALL SPE CS u II BLOCKING IN FLR SYS. EXCEPT AS NOTED ON STRUCTURAL PLAN(Sii AND w/ 1st FLR-LEVEL STUD COLUMN U.N.O.. fill EFFECTIVE PL. HT FT ALLOWABLE STUD -------- _ _ TO 8'-1 1 8 2x4 SG SPF S DS 0 16 0 - _ _ YSTEM - 1= - - TO 12-1 ,/. 2.4 2 SPF STUDS 016^ 0 INTERMEDIATE FLOOR I APPLICABLE TO MULTISSTORY BUIL IMI TO 18' 7" x SPF SND ®12" 0 To 21'-7'1 2x6 2 SYP STUDS 0 12" o1.I II ONLY. SEE PLAN, LAYOUT, OR II II ASSOCIATED DELEGATED ENGINEERING FOR ATTACH 2nd FLR STUDS TO 1st FLR TYPE, SIZE & ORIENTATION OF MEMBERS, 31V STUDS (OR BEAMS) W/ CS16 STRAPS r BRACING, BLOCKING & INSTALLATION (28" +DEPTH OF FLR SYS. IN LENGTH) DETAILS. @ MAX. 32"o/c w/ (11) 1 Od/END, SEE SCHEDULE FOR CENTERED ON FLR SYS., TYPICAL, INT. MINIMUM WALL STUD & EXT. WALLS. NOT REQUIRED WHEN SIZE, GRADE, SPECIES & --�\ USING WOOD*Tie ANCHORING RODS PER SPACING - DETAIL B/ST1 TYPICAL, U.N.O. FASTEN EXT. WALL SHEATHING PT 2x( ) #2 SYP SHOE PL.. TO TOP PL., SHOE PL. & RIM or SPH4-6-8 @ MAX 32"o/C a IA RIBBON w/ PRESCRIBED "EDGE NAILING" PL -TO -STUDS -NOT REQUIRED SIZE/SPACING. WHEN USING WOOD*Tie ANCHORING RODS PER DETAIL B/ST1. WITH 4" BRICK VENEER EXTERI FINISH, ADD CORRUGATED GALV. BRICK TIES @ 24"o/c HORZ. & 16"o/c VERT. BRICK TIES MUST 1/2"dia X 7" EMBEDMENT BE FASTENED THRU SHTN'G TO CAST -IN-PLACE "J" BOLTS OR 7 WALL STUDS. 1/2"dia X 6" EMBEDMENT EPDXIED ALL -THREAD RODS w/ WALL SHEATHING PER TABLE 2"x2"x1/8" WASHERS @ 24"o c. SEE SILL PL. SHEAR CONNECTOR MONOLITHIC -STYLE FOUNDATION SCHEDULE ON S-SHEET(S) SHOWN. SEE SHEET ST2 FO WHEN USING WOOD*Tie RODS. APPROVED FOUNDATION TYPES/STYLES. GTYPICAL ONE- & TWO-STORY WALL DETAIL NOT TO SCALE LOW -CARBON STEEL NUT FOR X2"0 A ROOF SYSTEM - ABOVE ROUND "FENDER" WASHER ABOVE CONNECTED TO WALL 3"x3"x9/64" SLOTTED STEEL WASHER. -- PER STRUCTURAL ROD TO BE POSITIONED SO THAT SQUARE _ DETAILS. WASHER CAN BE TOTALLY SUPPORTED BY I.e*] - TOP PL.. _ I - ( 4 - PROVIDE FULL SHEATHING COVERAGE ON MIN. ONE PLATE. NAILING INTO TOP PLATE PER A/STI WOOD*Tk ROD 11L� 1 1 I !. LOW -CARBON STEEL COUPLER w/ MIN. 3§" THREAD ENGAGEMENT FROM EACH WOOD+Tie ROD. (OPTIONAL, LOCATE AS REQ'D) II 'INDEX" SHEATHING 1/4" FROMEDIATE SILL PLATE BOTTOM OF SHOE PLATE FOR MOISTURE PROTECTION AND TO SHEAR CREATE OVERLAP ONTO DOUBLE CONNECTORS - PLATE O TOP OF WALL. SEE TABLE FOR OUTSIDE FACE OF SHEATHING TO APPROVED BE "FLUSH' W/ SLAB EDGE. FASTENERS AND 2 SPACING. . N C SIMPSON "AT" (ACRYLIC TIE) H - 2 -PART EPDXY, INSTALLED w �O -J PER MANUFACTURER'S g v a INSTRUCTIONS. w, _ � Do } > :j .�i J 0 E(AFTER UT ABOVE WASHER TO -O 5 NDS AT TIME OF INSTALLATION OXY CURES). *ATRMAXIMUM OUT -OF -PLUMB TOLERANCE: Y4" PER FOOT OR 2' PER FLOOR LEVEL - WHICHEVER IS LESS. INTERMEDIATE FLOOR I SYSTEM - APPLICABLE i TOMULTI-STORY ! I BUILDINGS ONLY. i II WOOD -Tie RODS - )¢"dia A307 THREADED STEEL RODS ATR") LOCATED AT CORNERS, EACH SIDE>-- OF OPENINGS LARGER THAN 6', AND 6'o/c (EXT. WALLS) or 4'o/c (INT. WALLS) THEREAFTER. SEE DETAIL F/ST1 FOR USE AT ENDS OF SHEAR WALL SEGMENTS. FOUNDATION - MONOLITHIC -SME FOUNDATION SHOWN FOR CLARITY, SEE SHEET ST2 FOR APPROVED FOUNDATION =0 co TYPES/STYLES. I- < D U11 Z\ U MIN. 2" EDGE SEE SILL PL. SHEAR CONNECTOR SCHEDULE ON DISTANCE S-SHEET(S) FOR SILL PL. -TO -FOUNDATION ACHORAGE WHEN USING WOOD --Fie RODS. G) B WOOD*Tie DETAILS & SPECIFICATIONS ST1 NOT TO SCALE 2x #2 SPF BLOCKING, AS REQ'D FOR RADIUSED-TOP MIN. 7/16` THICK WALL WINDOWS, w/ (2) .131x3" TOE -NAILS PER END. SHEATHING OR STRUCTURAL HEADER ADJACENT TO SHEET -SIDING w/ (1) ROW OF 8d 2" TOP PL. - PER CALL SPH4-6-8 CONNECTORS NAILS O 3"o/c AT TOP OF AX OUT ON STRUCTURAL O TOP PL. -TO -HEADER O SHTN'G (IN TO TOP >) AND AT . PLSN, I MAX. 32"o/c. BOTTOM OF SHTN'G (IN TO HDR.), NO ADDITIONAL PL. -TO -HEADER CONNECTORS REQ'D w TRUSS UPLIFTS 1,000#. FOR HIGHER UPLIFTS USE CONNECTIONS AS - SPECIFIED ON STRUCTURAL PLAN. .131x3" TOE- OR - END -NAILS O KING -STUD TO HEADER. 2x6 HER. USE - (6) NAILS, 2x8 & 2x10 HDRS. USE (9) NAILS, 2x12 & ENG. WOOD HDRS. USE (12) NAILS.. WOOD -Tie ANCHORING RODS, PER DETAIL B/ ST1 EACH SIDE OF EACH OPENING, WITHIN 2" OF JACK -/KING -STUD ASSEMBLY. INTERMEDIATE SHEAR FASTENERS, PER SILL PL. SHEAR CONNECTOR SCHEDULE ON S-SHEET(S). .131x3" TOE- OR IJ END -NAILS O KING -STUD TO HEADER. 2x6 HER. I I USE (6) NAILS, 2x8 & '-ZNNDOW HEAD - APPLICABLE ONLY 2x10 HDRS. USE (9) WHEN WINDOW DOESN'T ATTACH \ I NAILS, 2x12 & ENG. DIRFC71 Y TO HEADER. SEE TABLE FOR WOOD HDRS. USE (1 2) SIZE & CONNECTION(S). NAILS.. -1 �� (1) MSTA-SERIES STRAP I O EACH JACK -STUD TO INTERMEDIATE WINDOW HEAD- HEADER. 2x6 HDR. USE APPLICABLE w/ DETACHED 12" STRAPS, 2x8 & 2x10 TRANSOM(S) ONLY. SEE TABLE HDRS. USE 18" STRAPS, �/ FOk SIZE & CONNECTION(S). 2x12 &ENG. WOOD HDRS. USE 24" STRAPS. 1 SPH4-6-8 CONNECTOR PER CALLOUT ON JACK- &KING -STUDS) ®) SINGLE JACK -STUD TO 1 STRUCTURAL PLAN. HOE PL. USE (1) LTT208 O DOUBLE JACK -STUDS TO 1 WINDOW SILL SEE TABLE FO FOUNDATION. USE (1) SIZE & CONNECTION(S). HTT16 O TRIPLE (OR MORE) II__ WINDOW(S) AND JACK -STUDS TO �u00R(S) SHALL FOUNDATION. ll ATTACHED TO APPROPRIATE ANCHOR BOLTS PER FRAMING MEMBERS IN ACCORDANCE DETAIL A/STT, TYR. WITHtll NUCTIONS & APPLICABLE DIRECTIONS. l 1 TRADITIONAL METAL CONNECTORS I WOOD*Tie ANCHORING RODS (9 TYPICAL OPENING FRAMING DETAIL - U.N.O. NOT TO SCALE 7/16" THICK (MIN.) (24/16 SPAN INDEX) APA- OR HEADER, ADJACENT TO TECO -RATED WALL SHEATHING TOP > - PER CALL SPH4-O-8 CONNECTORS AT w/ (1) ROW OF 8d NAILS O 1 MI OUT ON STRUCTURAL TOP > TO -CORNER POST (3) ROWS OF PLAN. N • N • (1) ROW OF 10d NAILS O 8" 3"o% AT TOP OF SHTN'G (IN TO ASSEMIILY AND O TOP tOd NAILS `N O.C., STAGGERED TOP >) AND AT BOTTOM OF I I >-TO-HEADER O MAX. 32"o/c. (1) ROW OF O 4" O.C. • AS SHOWN, EA SHTN'G (IN TO HDR.). NO tOd NAILS O STAGGERED, PLY. ADDITIONAL >-TO-HEADER OUTSIDE CORNER OF �• 1 1/4. OFF CONNECTORS REQ'D w/ TRUSS GARAGt.. 6" O.C. 1 5/ UPLIFTS 1,000#. FOR HIGHER STAGGERED, } < F 2x6. • • •m UPLIFTS USE CONNECTIONS AS .131x3" TOE- OR END -NAILS WITHIN 3/4" 2 1 Z" SPECIFIED ON STRUCTURAL O KING -STUD TO HEADER. OF CENTERLINE PLAN. TRUSS TO > CLIPS TO ** IF THE INDICATED EMBEDDED 2x10 HDRS. USE (9) NAILS, OF 2x4 BE ATTACHED TO SHEATHED STRAP(S) ARE NOT PROPERLY 2x12 & ENG. WOOD HDRS. APPLIED TO FRONT SIDE • W OUTSIDE• CORNER O CAST -IN-PLACE, THEY MAY BE USE (12) NAILS. OF WEB " REPLACED BY THE FOLLOWING: I I . GARAGE. (1) HTT22 *• (1) MSTA-SERIES STRAP O i� • .131x3" TOE- OR END -NAIL EACH JACK -STUD TO O KING -SND TO HEADER. HEADER. 2x10 HDRS. USE 1 1/2" 1 1/2" 2 1 5/8" 2x10 HDRS. USE (9) NAILS, 18" STRAPS, 2x12 & ENG. I 2x12 & ENG. WOOD HDRS. gWTO�OpDp HDRS. USE 24" USE (12) NAILS. W kDDED STRAPS MUST *TYPICAL CONNECTIONS O STUD WOOD*Tie ANCHORING ROD /16" THICK (MIN.) (24/16 SPA BE INSTALLED w/ ADDITIONAL CONTINUOUS LATERAL I 1 BRACE QUANTITY AND SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES. FASTEN WALL PER DETAIL B/STI, AT INDEX) APA- OR TECO -RATED PC, OF #4 REBAR PER COLUMNS. JACK -TO -KING STUD SHEATHING -TO -POST W/ MIN Bd's O 12" O COR GYPSUM -TO -POST W/ SIMPSON INSTRUCTIONS. •• LOCATION DEFINED BY ASSEMBLIES. CORNER POST. ETC. / EACH END OF WALL WALL SHEATHING w/ 3"/12"o/c TRUSS ENGINEER. MIN Sd's OPLY 4' 0/C. IF MORE THAN 3 PLYS ARE USED, CONNECT EACH SEGMENT, WITHIN 2" OF 8d NAILING, EXCEPT WHEN NOTED. *SPECIFIED NAILING REQUIRED FOR CONNECT TO EACH EVERY PLY IN ADDITION TO 2 PLYSOu SHEATHING AS JACK -/KING -STUD BLOCK ALL UNSUPPORTED PANEL7 USE -RJ VERSION OF TRUSS MEMBER W/(2) ASSEMBLY & CORNER POS EDGES w/ 2x BLOCKING. STHD14 AT CURB WALL ASSEMBLY. ROD O CORNER (DTL 2/ST2) I'I NAILS I (1) STHD14/-RJ CONNECTOR O LOCATIONS. EITHER I MULTIPLE PLY POST CONNECTIONS MAY BE INSTALLED N JACK -/KING -STUD ASSEMBLY - G EITHER SIDE OF GARNER MAY BE USED AT '�I I POST ASSEMBLY. TO -FOUNDATION & O CORNER�" NON -CURB WALL (DTL NOT TO SCALE POST ASSEMBLY TO- 1/ST2) LOCATIONS. \ FOUNDATION. (MAY BE USED _ __-- - -_.__ _......---- I.L. WOOD -Tie RODS) ,.:. LENGTH OF CS16 STRAPPING w/ MIN. (10) 10drl DOORS) SHALL BE INTO EACH PLY OF SILL & HEAD(ER), EXTEND I ATTACHED TO 7 HORIZONTALLY ACROSS STUD ASSEMBLY & APPROPRIATE FRAMING MEMBERS IN BLOCKING, CONTINUOUS TO CORNER, FILLING ALL ME •* MAY USE PA51 or -68 STRAPS LLO. STHD's HOLES w/ 10d. (TYR - 4 STRAPS O HEAD(ER) & ACCORDANCE WITH (2)2x() BLOCKING (TYP). MATCH SIZE WOOD* APPLICABLE AT STEM -WALL APPLICATIONS. ATTACH TO 4 STRAPS OSILL -.. -__ - y. OF ADJACENT FRAMING (STUDS). TI A H R) R MANUFACTURER' URER'NS TRADITIONAL M�TALOCONNECTORS I HEADER PER STRUCTURAL PLAN 1! 1 SEE DETAIL C/ST1 FOR (VERTICAL) G TYPICAL GARAGE DOOR OPO�IINGS• FRAMING DETAIL - U.N.O. _ HEADER -TO -SND STRAPPING NOT TO SCALE .. , SPECIFICATIONS. - -- --- -- -- -- -- -- - ---- AT EXTERIR DECKS, LEDGER "' 1 3/4' Width Pieces: SHALL MATCH JOIST DEPTH (MIN j 1) * Minimum of (2) rows of 12d (3-1/4") nails O 12" o%. SWB Q 2x8) AND BE ATTACHED TO EACH � I * Minimum of (3) rows of 12d (3-1/4") nails O 12" o% for 14" & ! NAIL THROUGH A.P.A. RATED SHEATHING / L- deeper. �q 16'o/c (MAX) VERT. FRAMING / INTO FRAMING W/ 8d AT 3" O.C. AT ALL *Nailed connections require an additional row of nails when nail size {, Yi dia. SDS -SCREWS - 3" LONG IF - q EDGES AND INTO EACH PLY D.C.EACH I DIRECTLY ATTACHED TO FRAMING, M is smaller than specified above (min. 0.128"X3"). E' I DOUBLE INTERIOR PLATE, 12" O 3-1/2" LONG IF ATTACHED D+ *Nail from BOTH SIDES of 3 -ply members h ELSEWHERE. THROUGH SHTN'G. 3-1/2" Width Pieces ACID. 4-p 1-3/4" Width Pieces: 12" W w I FOR OTHER UPLIFT HARDWARE AND QUANTITY OF SCREWS: [ * Minimum of (2) rowl$" /2" bolts O 24" o/c stag ed. I CONNECTIONS, SEE TYPICAL WALL 2x8 LDGR: (6) SCREWS `\ i � 2x STUDS j- 12" I, * SECTION AND TYPICAL HEADER 2x10 LDGR: (7) SCREWS ____� PER TABLE. 12" - �� _ FRAMING DETAIL. 2X12 LDGR: (8) SCREWS _ ' I _ - , - ,, -' i I I 0, (2)2x( ) HEAD AT DOUBLE INTERIOR NOTE' '� / " �I AND SILL SILLS/PLATES/BLOCKING, NAIL FIRST #2 SYP LEDGER FASTENED TO 16"0/ TRUSS -TD -LEDGER III (MAX) STUDS w/ .131x3" GU NAILS O EA 4CONNECTOR -j , ") - (TYR) PLATE TO SECOND PLATE W/ (2) ROWS STUD- EXTEND TO STUD BEYO DLAST TRUSS. SPECIFIED /� 12d COMMONS AT 8" O.C. BY TRUSS �� 1 - SIDE PANEL HEIGHT TO ENGINEER. /I I --Tl ;,�-- .0 I / / M- I ro- ll I T -BRACE FASTENED TO WEB W/ .131x3" a 6" O/C. T -BRACE TO BE - SAME SPECIES AND GRADE AS WEB TO BE BRACED. SIZE OF MEMBER AS SPECIFIED BY TRUSS DESIGN ENGINEER(MIN. 1 X4). \ \ --T---1+ + IL� 4 i I (1) DIAG. BRACE OVER MIN. (4) TRUSSES APPLIED TO BACK SIDE OF WEB. CONNECT TO EACH TRUSS WEB W/ (2) NAILS. INSTALL DIAG. BRACES O EACH END OF CONT. LATERAL BRACE LINES & O MAX. 20'I INTERVALS BETWEEN ENDS. '',1 I 1 \\:��, -// II II ,� I + +� MULTIPLE TRUSSES FORTRESSES O 24" 0/C MAX IF LATERAL BRACE MUST BE MADE OF MORE THAN ONE PIECE, DO SO BY OVERLAPPING AT LEAST 2 TRUSSES H EXTERIOR NAL 2nd FLOOR WALL WALL SHEATHING - NAIL SPACING ABOVE SEE TYPICAL WALL SECTION (A/STI) FOR '\ ADDITIONAL SPECS TI DOCUMENTS, MAY NOT BE USED FASTEN FLOOR DECKING (PER A/ST1) 2x4 PLANK ORIENTED I(4) MEMBER LATERAL BRACES O 24" CRN W LL ILIGHI O/C TOP AND BOTTOM. CONNEC-ITTIN REQUIRED RED'DAT FASTEN TO FLOOR TRUSS HARDWARE BRACE O 24" \. W/ (3) 10d COMMON ENDS I-10. 2, SPF 8' y' IO 11' I 12' 2' - W/ (3) 1 O 1-2X4 4'-2" J'-$" 3'10' 3'11 2' 4-0.131 X 3" TOE NAILS 2-2X4 6'-2" 5' -ti" 5'-G" I 4'-6" 4'-2" -0.131 X 3" TOE NAILS 1-2X6 6'-2" 5'-6" 5'-.�" 1- 4'-6-1 I'-2" 6-OA31 N 3" TOE NAILS 2x4 BLOCKING. " $'-6" - 7 SEGMENTS / 15' LONG: (1) Y2"dia WOOD -Tie ROD `,'-$" -A35'S w/8dXt )" NAIL (9 TYPICAL OPENING FRAMING DETAIL - U.N.O. NOT TO SCALE 7/16" THICK (MIN.) (24/16 SPAN INDEX) APA- OR HEADER, ADJACENT TO TECO -RATED WALL SHEATHING TOP > - PER CALL SPH4-O-8 CONNECTORS AT w/ (1) ROW OF 8d NAILS O 1 MI OUT ON STRUCTURAL TOP > TO -CORNER POST (3) ROWS OF PLAN. N • N • (1) ROW OF 10d NAILS O 8" 3"o% AT TOP OF SHTN'G (IN TO ASSEMIILY AND O TOP tOd NAILS `N O.C., STAGGERED TOP >) AND AT BOTTOM OF I I >-TO-HEADER O MAX. 32"o/c. (1) ROW OF O 4" O.C. • AS SHOWN, EA SHTN'G (IN TO HDR.). NO tOd NAILS O STAGGERED, PLY. ADDITIONAL >-TO-HEADER OUTSIDE CORNER OF �• 1 1/4. OFF CONNECTORS REQ'D w/ TRUSS GARAGt.. 6" O.C. 1 5/ UPLIFTS 1,000#. FOR HIGHER STAGGERED, } < F 2x6. • • •m UPLIFTS USE CONNECTIONS AS .131x3" TOE- OR END -NAILS WITHIN 3/4" 2 1 Z" SPECIFIED ON STRUCTURAL O KING -STUD TO HEADER. OF CENTERLINE PLAN. TRUSS TO > CLIPS TO ** IF THE INDICATED EMBEDDED 2x10 HDRS. USE (9) NAILS, OF 2x4 BE ATTACHED TO SHEATHED STRAP(S) ARE NOT PROPERLY 2x12 & ENG. WOOD HDRS. APPLIED TO FRONT SIDE • W OUTSIDE• CORNER O CAST -IN-PLACE, THEY MAY BE USE (12) NAILS. OF WEB " REPLACED BY THE FOLLOWING: I I . GARAGE. (1) HTT22 *• (1) MSTA-SERIES STRAP O i� • .131x3" TOE- OR END -NAIL EACH JACK -STUD TO O KING -SND TO HEADER. HEADER. 2x10 HDRS. USE 1 1/2" 1 1/2" 2 1 5/8" 2x10 HDRS. USE (9) NAILS, 18" STRAPS, 2x12 & ENG. I 2x12 & ENG. WOOD HDRS. gWTO�OpDp HDRS. USE 24" USE (12) NAILS. W kDDED STRAPS MUST *TYPICAL CONNECTIONS O STUD WOOD*Tie ANCHORING ROD /16" THICK (MIN.) (24/16 SPA BE INSTALLED w/ ADDITIONAL CONTINUOUS LATERAL I 1 BRACE QUANTITY AND SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES. FASTEN WALL PER DETAIL B/STI, AT INDEX) APA- OR TECO -RATED PC, OF #4 REBAR PER COLUMNS. JACK -TO -KING STUD SHEATHING -TO -POST W/ MIN Bd's O 12" O COR GYPSUM -TO -POST W/ SIMPSON INSTRUCTIONS. •• LOCATION DEFINED BY ASSEMBLIES. CORNER POST. ETC. / EACH END OF WALL WALL SHEATHING w/ 3"/12"o/c TRUSS ENGINEER. MIN Sd's OPLY 4' 0/C. IF MORE THAN 3 PLYS ARE USED, CONNECT EACH SEGMENT, WITHIN 2" OF 8d NAILING, EXCEPT WHEN NOTED. *SPECIFIED NAILING REQUIRED FOR CONNECT TO EACH EVERY PLY IN ADDITION TO 2 PLYSOu SHEATHING AS JACK -/KING -STUD BLOCK ALL UNSUPPORTED PANEL7 USE -RJ VERSION OF TRUSS MEMBER W/(2) ASSEMBLY & CORNER POS EDGES w/ 2x BLOCKING. STHD14 AT CURB WALL ASSEMBLY. ROD O CORNER (DTL 2/ST2) I'I NAILS I (1) STHD14/-RJ CONNECTOR O LOCATIONS. EITHER I MULTIPLE PLY POST CONNECTIONS MAY BE INSTALLED N JACK -/KING -STUD ASSEMBLY - G EITHER SIDE OF GARNER MAY BE USED AT '�I I POST ASSEMBLY. TO -FOUNDATION & O CORNER�" NON -CURB WALL (DTL NOT TO SCALE POST ASSEMBLY TO- 1/ST2) LOCATIONS. \ FOUNDATION. (MAY BE USED _ __-- - -_.__ _......---- I.L. WOOD -Tie RODS) ,.:. LENGTH OF CS16 STRAPPING w/ MIN. (10) 10drl DOORS) SHALL BE INTO EACH PLY OF SILL & HEAD(ER), EXTEND I ATTACHED TO 7 HORIZONTALLY ACROSS STUD ASSEMBLY & APPROPRIATE FRAMING MEMBERS IN BLOCKING, CONTINUOUS TO CORNER, FILLING ALL ME •* MAY USE PA51 or -68 STRAPS LLO. STHD's HOLES w/ 10d. (TYR - 4 STRAPS O HEAD(ER) & ACCORDANCE WITH (2)2x() BLOCKING (TYP). MATCH SIZE WOOD* APPLICABLE AT STEM -WALL APPLICATIONS. ATTACH TO 4 STRAPS OSILL -.. -__ - y. OF ADJACENT FRAMING (STUDS). TI A H R) R MANUFACTURER' URER'NS TRADITIONAL M�TALOCONNECTORS I HEADER PER STRUCTURAL PLAN 1! 1 SEE DETAIL C/ST1 FOR (VERTICAL) G TYPICAL GARAGE DOOR OPO�IINGS• FRAMING DETAIL - U.N.O. _ HEADER -TO -SND STRAPPING NOT TO SCALE .. , SPECIFICATIONS. - -- --- -- -- -- -- -- - ---- AT EXTERIR DECKS, LEDGER "' 1 3/4' Width Pieces: SHALL MATCH JOIST DEPTH (MIN j 1) * Minimum of (2) rows of 12d (3-1/4") nails O 12" o%. SWB Q 2x8) AND BE ATTACHED TO EACH � I * Minimum of (3) rows of 12d (3-1/4") nails O 12" o% for 14" & ! NAIL THROUGH A.P.A. RATED SHEATHING / L- deeper. �q 16'o/c (MAX) VERT. FRAMING / INTO FRAMING W/ 8d AT 3" O.C. AT ALL *Nailed connections require an additional row of nails when nail size {, Yi dia. SDS -SCREWS - 3" LONG IF - q EDGES AND INTO EACH PLY D.C.EACH I DIRECTLY ATTACHED TO FRAMING, M is smaller than specified above (min. 0.128"X3"). E' I DOUBLE INTERIOR PLATE, 12" O 3-1/2" LONG IF ATTACHED D+ *Nail from BOTH SIDES of 3 -ply members h ELSEWHERE. THROUGH SHTN'G. 3-1/2" Width Pieces ACID. 4-p 1-3/4" Width Pieces: 12" W w I FOR OTHER UPLIFT HARDWARE AND QUANTITY OF SCREWS: [ * Minimum of (2) rowl$" /2" bolts O 24" o/c stag ed. I CONNECTIONS, SEE TYPICAL WALL 2x8 LDGR: (6) SCREWS `\ i � 2x STUDS j- 12" I, * SECTION AND TYPICAL HEADER 2x10 LDGR: (7) SCREWS ____� PER TABLE. 12" - �� _ FRAMING DETAIL. 2X12 LDGR: (8) SCREWS _ ' I _ - , - ,, -' i I I 0, (2)2x( ) HEAD AT DOUBLE INTERIOR NOTE' '� / " �I AND SILL SILLS/PLATES/BLOCKING, NAIL FIRST #2 SYP LEDGER FASTENED TO 16"0/ TRUSS -TD -LEDGER III (MAX) STUDS w/ .131x3" GU NAILS O EA 4CONNECTOR -j , ") - (TYR) PLATE TO SECOND PLATE W/ (2) ROWS STUD- EXTEND TO STUD BEYO DLAST TRUSS. SPECIFIED /� 12d COMMONS AT 8" O.C. BY TRUSS �� 1 - SIDE PANEL HEIGHT TO ENGINEER. /I I --Tl ;,�-- .0 I / / M- I ro- ll I T -BRACE FASTENED TO WEB W/ .131x3" a 6" O/C. T -BRACE TO BE - SAME SPECIES AND GRADE AS WEB TO BE BRACED. SIZE OF MEMBER AS SPECIFIED BY TRUSS DESIGN ENGINEER(MIN. 1 X4). \ \ --T---1+ + IL� 4 i I (1) DIAG. BRACE OVER MIN. (4) TRUSSES APPLIED TO BACK SIDE OF WEB. CONNECT TO EACH TRUSS WEB W/ (2) NAILS. INSTALL DIAG. BRACES O EACH END OF CONT. LATERAL BRACE LINES & O MAX. 20'I INTERVALS BETWEEN ENDS. '',1 I 1 \\:��, -// II II ,� I + +� MULTIPLE TRUSSES FORTRESSES O 24" 0/C MAX IF LATERAL BRACE MUST BE MADE OF MORE THAN ONE PIECE, DO SO BY OVERLAPPING AT LEAST 2 TRUSSES H WIDTH REQUIREMENTS w S TRUSS LEDGER & CONJETION SCHEDULE Rv# 0-776.........2x6 w 5 NAILS (OvEACHPER STUD.TRUSS) 2•. BOLTS -'• NAILS '�,I I I CEILING LINE I'I III I 7 2 1 Rv# 777-1241. 2x8 w/(8) NAILS O EACH STUD. I. i,.; I ''q�'TECTIO OF ULTIPLE PLYSOF ` TRUSS WEB REQUIRING BRACING. 6' 1'-8 1 2' 11 -2^, 2' I LEDGER D -TAIL " 1RvJ 1212-1862-202 w/(12) NAILS 0 EACH STTLI12- SCLBEAMS U.N.O.FLOOR EDGE��V i� I ST1 NOT TO SCALE OTO SCALE �" fiI I :. TRUSS ON PARALLEL END WALL (NOTE: 1'1 r .. I.,..' j RIBBON ON FLOOR TRUSSES NOT SHOWN ' (1) HTT5 TO ATR (TYP). HEIGHT -LIMITED . ROOF/FLOOR FOR CLARITY.) - I,. m^. TRUSSES APPLICATIONS MAY USE, I.L.O. EACH ROOF/FLOOR SHEATH( (2) #2 SPF 2x4 O EA. CORNER SINGLE TRUSS HTT5, (1) PHD6 OR (2) PHD2's. IF I FOOTING (SEE TYPICAL WALL SECTION) PHD2's ARE USED, MATCH HTT4 ATR �� >-�--_ -- � O CORNERSDIRECTLYBENEATH 4'S ----- __-__- _ SPECS. IF OVER list FLOOR BEAM, 2X4 2 SPF LEDGER BEAM WHEN 6x6 IS REQ'D. " I, B. ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER, U.N.O. I STRAP TO BEAM w/ (3) CS16's (3ply # HTT16 & 5/8 ox5 1/2 EMBED END POSTS REQUIRED). w/ (4) .131 X 3" TO I �,� EPDXIED ALL T1IREAD O EACH 2, BRACING LUMBER SHALL INTERSECT TO WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS (3) .131x3" I _ Qg ALTERNATIVE AS SHOWN ON DETAILS PRODUCED BY THE TRUSS ENGINEER. EACH INTERSECTING G SWB - SPECIAL S H E A R WA L L DETAIL TRUSS MEMBER - NAILS O EACH - -STRUCTURAL PI AN. I ; 3. ALL FASTENERS SHOWN ARE .131x3" NAILS. 1 , NOT TO SCALE USE WHEN BOTTOM TRUSS OR (: 4. SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE 1 CONTINUOUS LATERAL BRACE REQUIREMENT. I1 CHORDS ON LEDGER TI ! c 5. REFER TO BCSI 1-03 FOR ADDITIONAL PERMANEMT TRUSS BRACING INFORMATION. DIFFERENT HEIGHTS 8d COMMON 2nd FLOOR WALL WALL SHEATHING - NAIL SPACING ABOVE SEE TYPICAL WALL SECTION (A/STI) FOR '\ ADDITIONAL SPECS TI DOCUMENTS, MAY NOT BE USED FASTEN FLOOR DECKING (PER A/ST1) 2x4 PLANK ORIENTED I(4) TO LATERAL BRACE W/ 10d COMMON NAILS LATERAL BRACES O 24" i RAFTER/TRUSS TOP CHORD O/C TOP AND BOTTOM. FIELD 2x4 DIAGONAL FASTEN TO FLOOR TRUSS HARDWARE BRACE O 24" \. W/ (3) 10d COMMON 0/C, DIAGONAL TOE -NAILS. BRACES TO BRACE TO EXTEND INTO FLOOR LATERAL BRACE SYSTEM (1) BAY. - W/ (3) 1 O LATERAL BRACE LOCATION COMMON NAILS ON BOTTOM CHORD TO AT EACH END \\\\\-- MATCH BRACE LOCATION _( 15' LONG: NONE FRAMING MEMBERS & BLOCKING PER TABLE BELOW. ON TOP CHORD. ''I i 7 Q w � INTERMEDIATE FLOOR REQ'D. WALL HEADER OR STUD SYSTEM WIDTH REQUIREMENTS w S TRUSS LEDGER & CONJETION SCHEDULE Rv# 0-776.........2x6 w 5 NAILS (OvEACHPER STUD.TRUSS) 2•. BOLTS -'• NAILS '�,I I I CEILING LINE I'I III I 7 2 1 Rv# 777-1241. 2x8 w/(8) NAILS O EACH STUD. I. i,.; I ''q�'TECTIO OF ULTIPLE PLYSOF ` TRUSS WEB REQUIRING BRACING. 6' 1'-8 1 2' 11 -2^, 2' I LEDGER D -TAIL " 1RvJ 1212-1862-202 w/(12) NAILS 0 EACH STTLI12- SCLBEAMS U.N.O.FLOOR EDGE��V i� I ST1 NOT TO SCALE OTO SCALE �" fiI I :. TRUSS ON PARALLEL END WALL (NOTE: 1'1 r .. I.,..' j RIBBON ON FLOOR TRUSSES NOT SHOWN ' (1) HTT5 TO ATR (TYP). HEIGHT -LIMITED . ROOF/FLOOR FOR CLARITY.) - I,. m^. TRUSSES APPLICATIONS MAY USE, I.L.O. EACH ROOF/FLOOR SHEATH( (2) #2 SPF 2x4 O EA. CORNER SINGLE TRUSS HTT5, (1) PHD6 OR (2) PHD2's. IF I FOOTING (SEE TYPICAL WALL SECTION) PHD2's ARE USED, MATCH HTT4 ATR �� >-�--_ -- � O CORNERSDIRECTLYBENEATH 4'S ----- __-__- _ SPECS. IF OVER list FLOOR BEAM, 2X4 2 SPF LEDGER BEAM WHEN 6x6 IS REQ'D. " I, B. ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER, U.N.O. I STRAP TO BEAM w/ (3) CS16's (3ply # HTT16 & 5/8 ox5 1/2 EMBED END POSTS REQUIRED). w/ (4) .131 X 3" TO I �,� EPDXIED ALL T1IREAD O EACH 2, BRACING LUMBER SHALL INTERSECT TO WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS (3) .131x3" I _ Qg ALTERNATIVE AS SHOWN ON DETAILS PRODUCED BY THE TRUSS ENGINEER. EACH INTERSECTING G SWB - SPECIAL S H E A R WA L L DETAIL TRUSS MEMBER - NAILS O EACH - -STRUCTURAL PI AN. I ; 3. ALL FASTENERS SHOWN ARE .131x3" NAILS. 1 , NOT TO SCALE USE WHEN BOTTOM TRUSS OR (: 4. SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE 1 CONTINUOUS LATERAL BRACE REQUIREMENT. I1 CHORDS ON LEDGER TI ! c 5. REFER TO BCSI 1-03 FOR ADDITIONAL PERMANEMT TRUSS BRACING INFORMATION. DIFFERENT HEIGHTS NOTES: 1) HARDIE-PANEL OR LP SMART SIDING IS AN ALLOWABLE ALTERNATIVE TO THE SPECIFIED 7/16- THICK APA OR TECO -RATED WALL I SHEATHING ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. 2) OPENINGS AND/OR PENETRATIONS GREATER THAN 12"x12" ALLOWABLE ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. 3) TOP PL SPLICES IN SWI & SW2 DESIGNATED SHEAR -WALLS SHALL BE MIN. 48" LONG w/ MIN. (24) EVENLY -SPACED 10d NAILS. 4) AT LOCATIONS WHERE MIN. SPECIFIED TR PL. OVERLAP IS NOT ACHIEVED, ADD (2) MSTA24's (ONE EACH SIDE OF >) CENTERED ON I EACH SPLICE. 5) SECOND -FLOOR SHEAR -WALLS LOCATED ABOVE CMU WALLS SHALL USE HOLD-DOWNS SPECIFIED FOR FIRST -FLOOR I SHEAR -WALLS WITH MINIMUM ATR EMBEDMENTS (INTO LINTEL OR TIE -BEAM) INCREASED TO 12" FOR 1/2"dia AND 15" FOR 5/8"dia RODS.( 6) AT LOCATIONS WHERE AN INTERIOR WALL IS DESIGNATED AS A SHEAR -WALL. THE WALL MUST BE CONNECTED TO THE DIAPHRAM ABOVE. REFER TO DETAIL W/ST1 FOR OPTIONS.. eFTYPICAL SHEAR -WALL ASSEMBLY DETAIL ST1 NOT TO SCALE --1I 1 WOOD -Tie ROD ADJACENT TO STUD POST IF PORCH BEAM IS I SI CONVENTIONAL I LUMBER 2x8 2x10 TOP PLATE MAY BE NOTCHED TO 2x12, ETC). (1) WOOD*TIE ROD ALLOW PORCH BEAM TO BE LET IN TO I ADJACENT TO EACH SIDE OF POST IF WALL PROVIDED THAT (1) 2x4 #2 SPF I PORCH BEAM IS ENGINEERED LUMBER POST IS ADDED TO EACH SIDE OF I (CSL, LVL, PSL, ETC.) PORCH BEAM TO SUPPORT TOP >. IN ADDITION, (1) WOOD -Tie ROD SHOULD BE INSTALLED TO EACH SIDE OF 1 ���� PORCH BEAM AND 1 MSTA24 SHOULD 1 O �� BE ATTACHED TO (1) SIDE OF EACH l��y� ���� TOP > CENTERED ON THE JOINT. PORCH BEAM MAY BE NOTCHED, AROUND TOP PLATE PROVIDED THE TOTAL DEPTH OF THE BEAM IS > 9-1/4" UNLESS NOTED ON THE STRUCTURAL SHEET. PORCH BEAM, SEE STRUCTURAL SHEET MINIMUM SIZE. \\ , I I - NAIL POST TO PORCH �� HEADER W/ (1) ROW OF .131x3" NAILS O 2. 0/C. 1 17 �,- 2x #2 SYP TOP > SEE STRUCTURAL PLAN. FOR STUD SIZE/SPACING REQUIREMENTS. STUD POST - NUMBER OF PLYS TO MATCH HEADER. STUD POST SIZE AND GRADE TO MATCH WALL STUDS UNLESS NOTED OTHERWISE ON STRUCTURAL PLAN. CONNECT PLYS PER DETAIL D/STI. IF THE HOUSE IS TIED DOWN USING CONVENTIONAL STRAPPING, REFER TO THE STRUCTURAL SHEET AND DETAIL N/STI FOR PORCH BEAM CONNECTION DETAILS. GPORCH BEAM TO STUD WALL DETAIL NOT TO SCALE BLOCKING. ON OPPOSITE SIDES I I � BEAM STRAP PER N/ST1 LION F WALL.I 7/76" A.P.A. OR TECO RATED II SHEATHING W/ 6"/12"o/c 8d 2x4 #2 SPF BLOCKING O (4) .131x3" TOENAILS NAILING - 4 su)ES GNOTRTO SCAENT ROOF &FLOOR LATERAL BRACING i k O EACH BLOCKING24' 0/C. REDUCEI�� TO TOP PLATE OF LE SPACING TO 16' o/c FOR PT. BEAM AP uVE I " EXTERIOR WALL SW2 AND 12 o/c FOR --- - --- -.. SWI• 1 ** WHEN THE HORIZONTAL DISTANCE FROM THE 2x4 #2 SYP OUTLDOKERS - i PEAK OF GABLE TO THE EAVE OR SEAT OF THE - OVERHANGS-< 16 O 24"o% W/ TRUSS IS LESS THAN THE MINIMUM ON -CENTER EXTERIOR WALL (1) H5 OEACH OUTLOOKER TO TOP SPACING INDICATED FOR THE "X" -BRACING, A CHORD OF GABLE TRUSS OR END BUILT-UP OR BOXED COLUMN MAY Lit: SINGLE "X" -BRACE AT THE PEAK MAY BE USED WALL TOP >. DETAIL TO BE FOLLOWED AT ALL LOCATIONS WHERE USED IN LIEU OF 4x4 OR 6x6. AND THE OTHER (OFF-PEAK) "X" -BRACES MAY - OVERHANGS i6"--> 24", O 16"0% EXTERIOR WALL RUNS 3ETWEEN TWO PARALLEL TRUSSES. e BOXED COLUMN DETAIL BE OMITTED AT THE CONTRACTOR'S DISCRETION. / ** (2) H5 OEACH OUTLOOKER TO TOP G) TRUSS BLOCKING DETAIL ST1 NOT TO SCALE FASTEN ALL ROOF SHEATHI G CHORD OF GABLE TRUSS OR END FA TEN ALL ROOF SHEATHING $T1 - SHEATHING. QANEFEDGES GABLE WALL NAILSCKING AT ALL ROOF 0 SUPPORTS w/8d A2x #2 SYP KERS K 131x� ALL SUNAILLSST0 4"o/c r - L #2 SYP DBL TOP > 5-1 1 1/2" dia. WOOD*Tie U.N.O. eM CHANGE IP ST1 NOT TO SCALE AL,L UNDER -EAVES (SOFFIT) BE EITHER. VINYL SOFFIT MATERIAL, RATED & INSTAL( FOR THE APPLICABLE DESIG PRESSURES FOR THE SPECII APPLICATION, 4B, %" THICK (MIN.) APA- OR TECO-RATI SHEATHING w/ 6"/6'o/c - 6d NAILING. BLOCK ALL UNSUPPORTED PANEL EDGE! ROD" U.N.O.Te -- ----- -moi I n TOE -NAILS O 6"o, - F1,, I / --- --- (3) .131x3" TOE -NAILS MAX HEADER PER STRUCTURAL O OUTLOOKER / \ DROPPED (-3-Xi") TOP CHRD 2x4 B - _ TOP CHORD or TOP > _' _ _ BLOCKING -TO -TRUSS LOCKING AT ALL ROAR ---------- - - SHEATHING PANEL EDGES WITHIN y PLAN R TRUSS LAVIDUT QP GHR CONVENTIONAL OVERFRAMING CONSTRUCTION NOTES iAI _ 2x "L" OR "T" BRACING ON VERTICAL 4'-0" OF GABLE WALL - -. T....-_.-. I �.'WEBS AS SPEC'D BY TRUSS ENGINEER. �- - - -.. _._ ��(,#2 SYP VER F 2x BM To ro H MIN. 2x4 #2 SPF O MAX. 24"o/c w/ (3) .131x3" TOE -NAILS O RAFTERS - USE 2x6 #2 SYP/SPF RAFTERS @ 24" 0/C ATTACHED TO RIDGE & VALLEY NAILER w/ (3) .131x3" TOENAILS. - .131x3" NAILS O 6"o c FROM BRACING OUTLOOKER-TO-TRUSS TCVALLEY NAILER -USE ONE SIZE LARGER THAN RAFTERS AND ATTACH TO ALL INTERSECTING TRUSS TOP CHORDS w 4 .131x3" NAILS. r 3) ,131x3" NAILS / O RAFTER CRIPPLES - 2x4 2 SPF CRIPPLES @ 4' O CHEIGHT = 6'-3" / ( ) INSTALL DBL 2x (2)MSTA24 W/(9)10d / NAILS PER END. TO WEB. ABSENT OF SPECS ON 2x 2 SYP DOUBLE TOP > ASSEMBLY # / (MAX( *)• MAX BLOCKING IN EACH END OF EACH !, TRUSS ENG., REFER TO "EXT. WALL # -SLOPE TO MATCH ROOF PITCH. - _ - FIRST TWO STUD BEAM TO POST. RIDGE CRIPPLES 2x4 #2 SPF @ 2' O/C (MAX HEIGHT 6' 3 ). 2x4 #2 SYP "X" BRACING. LOCATE O PEAK & SPACE STUD SCHED" oN STRUCTURAL IF 1x4 T -BRACE IS ATTACHED TO CRIPPLE w .131x3" NAILS @ 4" 0 C HEIGHT = W-10" . SPACES. MATCH * ADJACENT � EQUALLY EACH WAY AS SHOWN BELOW. EXTEND "X' DRAWING, USING WEB LENGTH/HEIGHT 2x STUDS CONTINUOUS FROM FLOOR / / (MAX( ) FRAMING, PER BEAM ABOVE BRACES INWARD MIN. 8' FROM GABLE WALL AND LL.O. > HEIGHT. DOUBLE AND/OR SYSTEM To UNDERSIDE of DBL TOP > *IF 2x4 T -BRACE IS ATTACHED TO CRIPPLE w/ .131x3" NAILS @ 4" 0/C (MAX HEIGHT = 11'-2"). SIZE/GRADE/ ATTACH TO 2x4 VERT O MID -POINT w/ (3) .131x3' TRIPLE "L's/Ts' AS REQUIRED TO ASSEMBLY (O oUTLOOKERS). SEE IF CRIPPLE DOES NOT BEAR DIRECTLY ABOVE TRUSS TOP CHORD ADD (1) 2x4 #2 SPF BLOCK BETWEEN TRUSS TOP CHORDS ATTACHED w/ (3) .131x3" TOP VIEW OF O / TOE -NAILS TO EACH TRUSS TOP CHORD. SPECIES FROM NAILS FM EA SIDE OF "X" BRACING. MIN. 3 EVENLY MAINTAIN MAX o c SPACING WHEN STRUCTURAL PLAN. STUD SCHEDULE. POST/BEAM PT #2 SYP 4x4 POST P ED "X" BRACES PER GABLE END. WEBS EXCEED SPACING SHOWN ON ATTACH CRIPPLES TO RAFTER OR RIDGE w 3 .131x3" NAILS AND TO TRUSS TOP CHORD OR BLOCKING w -COLUMNS TALLER THAN 10' R MAX. X BRACE SPACING ! / ( ) / (3) .131x3" TOENAILS. �Nd13�TR CHORD GABLE R00 THOSE SUPPORTING ENGINEERED ENGINEERED ROOF TRUSSES OR RIDGE - USE MIN. 2x8 #2 SYP/SPF RIDGE (RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMED RAFTERS). (2) MSTA3 W/(24) IOd woo0 PRODUCT: USE PT #2 ' % PITCH - e'-O"o/c TRUSS CONVENTIONAL RAFTERS/JOIST. NAIL RIDGE ENDS TO COMMON TRUSS @ ONE END AND TRUSS TOP CHORD OR BLOCKING (SEE ABOVE) AT OPPOSITE END w/ (3) .131x3" TOENAILS. NAILS NAILED TO PLATES SYP 6x6 POST. U.N.O. ON 4.iz 312 PITCH - 6'-0"o/c ( 7/16" THICK (MIN.) APA - AND BLOCKING ON INSIDE STRUCTURAL PLAN) "" I BRACE TOP CHORD OF TRUSSES BELOW OVERFRAMING w/ PROPERLY ATTACHED APA OR TECO RATED SHEATHING PER DETAIL A/ST1. I ALL TECO -RATED WALL SHEATHING. �k`� - _- MATCH NAIL SIZE/SPACING PY 1''i__ SEE TRUSS DETAIL VALCONVF1103" (IN TRUSS INSTALLATION PACKAGE) FOR VISUAL PRESENTATION. FACE OF ---_ -_. -_ W DESIGNATED FOR WALL BELOW 2x4 #2 SYP LATERAL BRACING GABLE. BLOCK ALL PANEL EDGES. I =-- POST TO SLAB CONNECTION WITH w BALLOON FRAMED / (3) .131x3" NAILS INTO EACH MATCH EDGE NAILING MATCH EDGE NAILING 2x4 2 SYP "CATS"O BEAM--ABU44 OR ABU66 W/ (12) 16d TRUSS BOTTOM CHORD. MATCH CONNECT END OF LATERAL BRACE TO I'** BALLOON FRAMING MAY BE USED WITH 111 PATTERN FOR 2x #2 SYP CONTINUOUS PATTERN FOR # TOP VIEW OF ABOVE & ATR OR (1) HTT16 & ATR. SPACING &LOCATION OF BOTTOM CHORD OF GABLE TRUSS w/ EITHER ROOF TRUSSES OR CONVENTIONAL SPECIFIED SW (BEL FROM TOP > OF SPECIFIED SW (BEL 12'o/c ATTACHED TO - ADJACENT X BRACING. ''I (FRAMING. IN EITHER APPLICATION, WALL AT SHEATHIN T SHEAR -WALL TO ADJACENT AT SHEATHIN TOP TOP >'S W/ (4) 12d POST/BEAM (2) H2.5's, H5's OR EQ. I'I FRAMING MUST BE CONTINUOUS FROM THE CHORD OF INDICATED PARALLEL TRUSS. ADD .131 CHORD OF INDICATED COMMON NAILS & 2x STUDS CONTINUOUS FROM ATTACH BOTTOM CHORD OF GABLE 'FLOOR BELOW TO TOP PLATES IMMEDIATELY I TRUSS CONNECTION. TRUSS CONNECTION. ATTACH TO EACH x 3" NAILS FROM TRUSS BC TRUSS TO TOP > ASSEMBLY w (ADJACENT, AND CONNECTED TO, TO THE ,I TO 2x AND FROM 2x TO ADJACENT TRUSS W � FLOOR SYSTEM TO BOTTOM CHORD / � 'I / - -- -- OF GABLE TRUSS. SEE .131x3" TOENAILS O 6'o/c & EITHER UNDERSIDE OF THE OUTLOOKERS ABOVE. IE A II TOP > - MATCH EDGE ) t0COMMON TFASTENES PERTUD DETAIL \ LYSSTRUCTURAL PLAN. / CABLE TRUSS IS USED, IT MAY BE APPLIED TO I 1 NAILING PATTERN FOR �,\(T':30E-NIAILS. MSTA12 STRAPS O 48 o c OR LTP4THE INSIDE OF THE WALL STUDS AN E B.C./\/moi �W%/ � �; � PLATES O 32"o/c. „� D TM �I SPECIFIED SHEAR -WALL. 2x , \, \ /\i-\, TL'.• ,j ATTACHED TO EACH STUD WITH (3) .131 X 3" l MUST MATCH OR EXCEED _. � ,�, i1,\\ •° • PLATFORM FRAMED " " ' I ENG. rRuss -- ENG. TRuss --- --n ENG. TRUSS AND THE T.C. TO THE TOP PLATES w/ .131 X I, = LENGHT OF SHEAR -WALL. ** BOTTOM CHORD OF GABLE TRUSS MAY BE 3 O 4 o/c IN (2) STAGGERED ROWS. ** SHEAR -WALL - CONSTRUCT SHEAR -WALL - CONSTRUCT � %FLAT SCARED OR COMBINATION THEREOF. IN �� , EO IF list OUTLOOKER IS PER SPECIFICATION. EITHEI III PER SPECIFICATION. El ER--' FOOTING (SEE j. ALL INSTANCES: VERTICAL WALL FRAMING MSl�I > 32" FROM FASCIA ;I OR BOTH SIDE(S) MAY BE OR BOTH SIDE(S) MAY BE ------------ FOUNDATION PLAN FOR EDGE OF 2x NEED NOT lI + SIZE) PLATE IMMETED DIATELY BOY ADJOM ACENT,HORD ABOVE 'OP /� OUTLOOKER ONLY.CARD, DOUBLE st SHEATBE HED. OF TOPS NTH EDGE SHEATHED. N PORCH POST & BEAM IL' �1C � 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 PLATE HEIGHT IIII FRAMING DETAIL U.NO, SHEAR -WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA ( ) ST1 ; I AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE NOT TO SCALESHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL SHEAR -WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL II $ TYPICAL GABLE -END FRAMING DETAIL - U.N.O. SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL -_ -j'INOT TO SCALE ROOF FRAMING IS USED. ROOF FRAMING IS USED. I 5T1 OPTION #1 FOR ADDITIONAL INFORMATION AND DETAILS SEE TRUSS ENGINEERING ON DIAPHRAGM, REFER TO REPORT ICC CONSTRUCTING A GYPSUM ICC ESR SPACING OF BRACING. DETAILS FOR MAXIMUM o/c OPTION #2 -- - I INTERIOR SHEAR -WALLS RUNNING PARALLEL TO TRUSS ABOVE INTERIOR SHEAR -WALLS RUNG P ALLEL TO TRUSS ABOVE DI - -- "�-" NIN 1338 &ESR 1046 "GYPSUM BOARD EXTEND HEADER TO KING STUDS --- -_---- - ----- -- -- - - ---- SEE H.I.B. '91 and BCS 1-03 INTERIOR &EXTERIOR APPLICATIONS, ". EXTEND ONE STUD TO TOP OF FOR ADDITIONAL ENGINEERED HEADER, INSTALL REMAINING STUDS MATCH EDGE NAILING WOOD TRUSS HANDLING, 1'I AS JACK STUDS AND STRAP EACH I - --- - -- -- PATTERN FOR - - --- ROOF/FLOOR SHEATHING INSTALLATION AND BRACING 2x4 #2 SYP NAILER TO JACK T H SPECIFIED SW BEL -'- TA IN T1011. 0 HEADER ON UNSHEATHED ° ° ° J ° ° ° ° ° ° �� BOTTOM CHORD OF TRUSS-�- SIDE w/ (1) MSTA24 PER PLY. ° HEADER PER STRUCTURAL PLAN. - I_ ° ° ° ° ° ° - AT SHEATHIN TOP / /,'=/ / / / / / / 16" W/ 10d COMMON O 3"o/c. PROVIDE FULL -DEPTH 1x4 SYP CONTINUOUS BRACING CHORD OF INDICATED __ _- \ TRUSS CONNECTION. MAX BLOCKING BETWEEN JOIST/ / /' / / / / / w/ (2) 1Od TO EACH TRUSS. ,°° ° ° _ ° ° 7/16" THICK (MIN.) (24/16 "" FASTEN TOP PLATE TO HEADER - TRUSSES ABOVE 1st STORY DO NOT SPLICE -OVERLAP ( SPAN INDEX) APA- 0 /I. / / / / / / I / 3 / 2 W/ (2 ROWS OF 16d NAILS O °°i TECO -RATED WALL SHEAR -WALLS. ATTACH JOINTS MIN. (2) TRUSSES. 3 o/c (TYP)• I°° °1�I SHEATHING TO BLOCKING --- --- _. ':_,, EXTEND BRACING TO END OR _ ! ENG. TRUSS SHEATHING w/ 3"o/c 8d / / /', / / / / / SEE CALL OUT 16 MIN. FOR 1 STORY w/ Sd NAILS O 6 o/c AND 4r.31 .__ �� '- -: 3RACED WALLS & ATTACH. NAILING. BLOCK ALL BLOCKING TO TOP PLATE / / / / / / / / / ON STRUCTURAL <,° °�1 24" MIN. FOR 2 STORY ATTACH SHEATHING UNSUPPORTED PANEL -r. <"I m <1, I'' PLAN AT SPEC, FASTEN SHEATHING TO HEADER W/ / _ ___ ___ ___ �" OPENING. Sd NAILS IN 3" GRID PATTERN ASATO NAILER W/ I COMMON O 3 o8c. EDGES w/ 2x BLOCKING. w 0.131"x3" TOE NAILS O ��VGGG 4.0/C IN (2) STAGGERD SHOWN & 3"o/c INTO ALL FRAMING III / SHEAR -WALL - CONSTRUCT ROWS. 7 7 o c 5d COOLER / / MEMS RS (STUDS, BLOCKING, BE D BLOC I G, AND :< ,°1 II PER SPECIFICATION. NAILS OR #6, 1-Yi7 IF CONTINUOUS BRACING IS SILLS) (TYP). ° °° ** IF THE INDICATED I ATTACH SHEATHING SHEATHING BE ON OPPOSITE DOUBLE TOP > OF DRYWALL SCREWS. APPLIED TO THE BOTTOM OF THE °° EMBEDDED STRAPS ARE li TO TOP >'S W/ 8d SIDE OF WALL OF BOTTOM WALL ° ° ° NOT PROPERLY TRUSS BOTTOM CHORDS MAY BY BOTTOM CHORD AND, / CHORD NAILER. ( INTERMEDIATE (NON -CORNER) =° COMMON O 3"o c. _ CAST -IN-PLACE AT SUBSEQUENTLY, THE GYPSUM CLN'G ° I. THE CONTINUOUBRACED BY S 1 4 BRACING IS ATTACHED TO THE BRACING - TOPTALFRSEE AME DETAIL. M TCH I°°I 101°1 FOUNDATEY ION POUR, III THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A TRUSS -TO-> CONNECTOR: (SHOWN AT RIGHT) R THE RIGID RATHER THAN DIRECTLY TO THE III SHEAR -WALL TO A HORIZONTAL ROOF OR FLOOR I CEILING DIAPHRAGM SHOWN AT TRUSS) THE MAXIMUM o/c SPACING STUDS PER HEIGHT CONNECTORS, ETC. FORMATION, I°I°� ° -�°1°I REPLACED WITH HTT22's I AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMINGATHE WA SEE TRUSS SCHEDULE ( �- STRUCTURAL PLAN. _ TYPE (DTL A/ST1) LEFT). OF THE BRACING IS 24". STRAP TO HEADER ON 10'-1 I''°° SHEAR -WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL °� -1°h .. I SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL UNSHEATHED SIDE w/ 1/8" _ 11 � FOR A PANEL SPLICE (if needed), °"I EMBEDDED STRAPS ROOF FRAMING IS USED. STUDS / SHEAR WALL A CLN'G DIAPHRAGM METHOD CONTINUOUS WOOD BRACING_METHOD III (1) MSTA24 PER PLY. PANEL EDGES SHALL BE BLOCKED, (° MUST BE INSTALLED w/ I FRAMING PER PLAN 7/16" THICK (MIN.) (24/16 SPA MID-HEIGH11 & OCCUR T( OFINWALL OF 1 I 1°° REB RADDITIOPER SIMNAL PC -PSON 4 ZZ OPTION #4 USE OF EXTERIOR -GRADE GYPSUM BOARD WHEN OPTION #J "PARTIALLY ENCLOSED" BUILDING TYPES) I I INDEX) APA- OR TECO -RATED °1°1 1°1° INSTRUCTIONS. ** INTERIOR OR EXTERIOR SHEAR -WALLS RUNNING INTERIOR SHEAR -WALLS RUNNING PARALLEL TO TRUSS ABOVE WALL SHEATHING. BLOCK ALL 16" MIN. FOR 1 STORY 1010) 1°1°1 PERPENDICULAR TO TRUSSES ABOVE W/ HEEL OR TOM CHORD BRACING &SOFFITS DETAILS UNSUPPORTED PANEL EDGES w/ 24" MIN. FOR 2 STORY 1°°, i °1 VERTICAL WEB 6" TO V-6". / " , I CHOR BOLTS, ° ° IN PRORJ SHOWN _. APPLICATION REQ'D EXT. FINISH. 2 2 3MINBNWAB H RENT IN PROPER 2x BLOCKING. HORIZONTAL / / APPLICATION WITH -.. ___ _ / ( ) I CURB WALL - FLOOR (2) STHD14 - EMBEDED 3ply 2x0 #2 SIP I r I PLACE 2x4 RIBBON BOARD SHEATHING STRAPS 14" INTO PT SILL > I: "EMBEDMENT LINE" ! FOR FLOOR AND FOUNDATION. USE STHDI4R�o o„° AT BASE OF CURB II� SHEATHING -- u_ - 11 L. WHEN LOCATED AT A CURB i=- ° ° ` WALL' ATTACHMENT FLOOR / / TRUSS TOP CHORD INTERMEDIATE WALL (DTL 2/ST2) AND I TRUSS BEARING BEGIN "EMBEDMENT" AT BASE o L L TRUSS s :I HEEL/END VERTICAL OF CURB WALL. i ��a OF TRUSS REQ'D PLACEMENT I -\ FOUNADTION PER STRUCTURAL PLAN. J - - -- `\_--- ,- I WALL FRAMING - ) tod O 6"o c FROM CONT. ROOF SYSTEM --` J/ \ / OF OPTIONAL (I.L.O. 1 / ° STHD14's) HTT22's '-- 2x4 TO 2x4 BLOCKING T PORTAL FRAME DETAIL - -_ __ _, HORIZONTAL 2x4 SPF #2 ST1 T T A BLOCKING BTWN TRUSS %- THICK (MIN.) APA- OR --///- TECO-RATED - TECO -RATED SHEATHING w/ 6"/6"o/c Sd NAILING. BLOCK ALL UNSUPPORTED PANEL EDGES PORCH HEADER% w/ 2x BLOCKING. 2x SYP BLOCKING w/ .131x3" �y NAILS O LY & TO TOP OF TOP /� > ASSEMBLY & TO TOP OF J// PORCH HEADER ASSEMBLY. EXTERIOR WALL IN LIEU OF WOOD PAN(,L SHEATHING, CEILING MAY BE CONSTRUCTED OF ANY APPROVED MATERIAL HAVING EQUAL OR BETTER PRESSURE AN SHEAR RESISTANCE AS VERIFIED BY CURRENT FBC PRODUCT APPROVAL DOCUMENTATION. PORCH CEILING SHEATHING DETAIL NOT TO SCALE (2) ROWS OF ,131 x NO O SC LE PLAN VIEW OF CORNER 3" NAILS O 6"o/c DETAIL I SHEATH CHIMNEY w/ 5/16" HARDIE w/ 6"/6" Sd OR 7/16" APA RATED PLYWOOD I w/ 6"-12" o/c. 8d I 2x4 #2 SYP BLOCKING BETWEEN TRUSSES BELOW CHIMNEY WALLS w/ (4) .1310" TOE/END NAILS I AT EACH END OF BLOCKING TO - TOP CHORD OF TRUSS OR RAFTER. 11. AT CORNERS OF RECTANGULAR !. CHIMNEYS, USE 2x8 (I.L.O. 2x4) 11 w/ (8) NAILS/END (I.L.O. (4) NAILS). SII TRUSS TOP CHORD OR RAF�- 'I (TYR) 2x CHIMNEY FRAMING MEMBERS - SEE STUD TABLE FOR SIZE, SPECIES & MAX. o/c SPACING - USE OVERALL CHIMNEY HEIGHT FOR > HEIGHT. IF 2 -ply 2x's AT CORNERS. 3E R W RE TOP VIEW 8d COMMON 5' A FROM EDGE OF NAIL SPACING let -FLOOR SHEAR -WALLS 2nd -FLOOR SHEAR -WALLS DOCUMENTS, MAY NOT BE USED SHEATHING/POST PANEL TRADITIONAL WOW*Tre -- WOOD-Tic RAFTER/TRUSS TOP CHORD EDGES FIELD II SW (TYPE) RODS HARDWARE RODS SW MIN. 7/16` THICK (24/16 SPAN MIN. 7/16` THICK (24/16 SPAN INDEX) APA- OR _ WALL SEGMENTS i15 LONG. WALL SEGMENTS ) CSii's ACROSS WALL SEGMENTS I TECO -RATED WALL SHEATHING ATTACHED TO I 6 -o/c 12"o/c NONE REQ'D. WALL _( 15' LONG: NONE FRAMING MEMBERS & BLOCKING PER TABLE BELOW. _) 15' LONG: NONE V) (1) MSTA18 STRAP W/ (7) Q w UNSUPPORTED PANEL EDGES BLOCK ALL UNSUPPORTED PANEL EDGES W/ MIN. REQ'D. WALL HEADER OR STUD REQ'D. WALL PARTIALLY NCLOSED 6'o/c 2x4 BLOCKING. j HTT16 OR (1) PHD2 SEGMENTS / 15' LONG: (1) Y2"dia WOOD -Tie ROD COLUMN BELOW w/ 1st FLOOR HOLD-DOWN AT BASE SEGMENTS ; 15' LONG. (1) Y2"dic WOOD*Tie ROD 2ply MIN. STUD END POST (PER DETAIL F/ST1 OR CALL OUT ON ___ v/__ _ (1) HTT4 OR (1) PHD2 (1) )¢"dia STRUCTURAL PLAN) O EACH END OF -SHEAR (1) )¢"dia STRUCTURAL PLAN. ENCLOSED 4"0/c 12"0/c -WALL U.N.O.. SEE DETAIL D-ST7'I FOR AT OF PAST PLYS .�I(- WOOD -Tit, ROD FLOOR SYSTEM TO HEADER OR STUD WOOD*Tie ROD JOB N 0. - ARTIALLY NCLOSED 4"o% 8"0% III I COL. BELOW w/ 1st FLOOR HOLD-DOWN AT BASE ,,) ,,Iy5eF 00: LT;.�'i� •� SW1 ENCLOSED 3"o/c 12"o/c WOOD TIE ROb PPER s^ 1 dia WOOD*Tie O �s ROD (MATCH HTT22 EMBED./EDGE DIST.) 3 CS16's" ACROSS O FLOOR SYSTEM TO HEADER OR STUD AN -STUDS MAYS Y ** INSTALL WALL SHEATHING PANELS i w/ 3"x3"xY4" .B/ST1� EMBED./EDGE DIST.) ) AS END POSTS AT PERPENDICULAR TO TRUSSES ABOVE HORIZONTAL AT 24"o/c TRUSS END -VERTICALS -OR- BLOCK W/ 2x PARTIALLY ENCLOSED 3"o/c8"o/c ISHEAR FRAMING TO PROVIDE MAX. 16"0/c SUPPORTS FOR SHEATHING. *' -WALL ENDS FLOOR HOLD-DOWN AT BASE w/ 3"x3"xY4" ROUND -HOLE HOLD-DOWN AT EACH OF SHEAR -WALL, PER -,1.+ INTERMEDIATE SHEAR ASSOCIATED TABLE. 1 1 FASTENERS PER DETAIL III A/ST1 TABLE, TYR. 11 INTERMEDIATE SHEAR FASTENERS, PER SILL > I SHEAR CONNETOR SCHEDULE_R_S-SHEET(S). I TRDTN'L MTL CONNECTORS WOOD*Tie ANCHORING RODS EXTRA ROD REQ. FOR SHEAR -WALL HOLD DOWN IN ADDITION TO ANY RODS USED FOR UPLIFT. NOTES: 1) HARDIE-PANEL OR LP SMART SIDING IS AN ALLOWABLE ALTERNATIVE TO THE SPECIFIED 7/16- THICK APA OR TECO -RATED WALL I SHEATHING ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. 2) OPENINGS AND/OR PENETRATIONS GREATER THAN 12"x12" ALLOWABLE ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. 3) TOP PL SPLICES IN SWI & SW2 DESIGNATED SHEAR -WALLS SHALL BE MIN. 48" LONG w/ MIN. (24) EVENLY -SPACED 10d NAILS. 4) AT LOCATIONS WHERE MIN. SPECIFIED TR PL. OVERLAP IS NOT ACHIEVED, ADD (2) MSTA24's (ONE EACH SIDE OF >) CENTERED ON I EACH SPLICE. 5) SECOND -FLOOR SHEAR -WALLS LOCATED ABOVE CMU WALLS SHALL USE HOLD-DOWNS SPECIFIED FOR FIRST -FLOOR I SHEAR -WALLS WITH MINIMUM ATR EMBEDMENTS (INTO LINTEL OR TIE -BEAM) INCREASED TO 12" FOR 1/2"dia AND 15" FOR 5/8"dia RODS.( 6) AT LOCATIONS WHERE AN INTERIOR WALL IS DESIGNATED AS A SHEAR -WALL. THE WALL MUST BE CONNECTED TO THE DIAPHRAM ABOVE. REFER TO DETAIL W/ST1 FOR OPTIONS.. eFTYPICAL SHEAR -WALL ASSEMBLY DETAIL ST1 NOT TO SCALE --1I 1 WOOD -Tie ROD ADJACENT TO STUD POST IF PORCH BEAM IS I SI CONVENTIONAL I LUMBER 2x8 2x10 TOP PLATE MAY BE NOTCHED TO 2x12, ETC). (1) WOOD*TIE ROD ALLOW PORCH BEAM TO BE LET IN TO I ADJACENT TO EACH SIDE OF POST IF WALL PROVIDED THAT (1) 2x4 #2 SPF I PORCH BEAM IS ENGINEERED LUMBER POST IS ADDED TO EACH SIDE OF I (CSL, LVL, PSL, ETC.) PORCH BEAM TO SUPPORT TOP >. IN ADDITION, (1) WOOD -Tie ROD SHOULD BE INSTALLED TO EACH SIDE OF 1 ���� PORCH BEAM AND 1 MSTA24 SHOULD 1 O �� BE ATTACHED TO (1) SIDE OF EACH l��y� ���� TOP > CENTERED ON THE JOINT. PORCH BEAM MAY BE NOTCHED, AROUND TOP PLATE PROVIDED THE TOTAL DEPTH OF THE BEAM IS > 9-1/4" UNLESS NOTED ON THE STRUCTURAL SHEET. PORCH BEAM, SEE STRUCTURAL SHEET MINIMUM SIZE. \\ , I I - NAIL POST TO PORCH �� HEADER W/ (1) ROW OF .131x3" NAILS O 2. 0/C. 1 17 �,- 2x #2 SYP TOP > SEE STRUCTURAL PLAN. FOR STUD SIZE/SPACING REQUIREMENTS. STUD POST - NUMBER OF PLYS TO MATCH HEADER. STUD POST SIZE AND GRADE TO MATCH WALL STUDS UNLESS NOTED OTHERWISE ON STRUCTURAL PLAN. CONNECT PLYS PER DETAIL D/STI. IF THE HOUSE IS TIED DOWN USING CONVENTIONAL STRAPPING, REFER TO THE STRUCTURAL SHEET AND DETAIL N/STI FOR PORCH BEAM CONNECTION DETAILS. GPORCH BEAM TO STUD WALL DETAIL NOT TO SCALE BLOCKING. ON OPPOSITE SIDES I I � BEAM STRAP PER N/ST1 LION F WALL.I 7/76" A.P.A. OR TECO RATED II SHEATHING W/ 6"/12"o/c 8d 2x4 #2 SPF BLOCKING O (4) .131x3" TOENAILS NAILING - 4 su)ES GNOTRTO SCAENT ROOF &FLOOR LATERAL BRACING i k O EACH BLOCKING24' 0/C. REDUCEI�� TO TOP PLATE OF LE SPACING TO 16' o/c FOR PT. BEAM AP uVE I " EXTERIOR WALL SW2 AND 12 o/c FOR --- - --- -.. SWI• 1 ** WHEN THE HORIZONTAL DISTANCE FROM THE 2x4 #2 SYP OUTLDOKERS - i PEAK OF GABLE TO THE EAVE OR SEAT OF THE - OVERHANGS-< 16 O 24"o% W/ TRUSS IS LESS THAN THE MINIMUM ON -CENTER EXTERIOR WALL (1) H5 OEACH OUTLOOKER TO TOP SPACING INDICATED FOR THE "X" -BRACING, A CHORD OF GABLE TRUSS OR END BUILT-UP OR BOXED COLUMN MAY Lit: SINGLE "X" -BRACE AT THE PEAK MAY BE USED WALL TOP >. DETAIL TO BE FOLLOWED AT ALL LOCATIONS WHERE USED IN LIEU OF 4x4 OR 6x6. AND THE OTHER (OFF-PEAK) "X" -BRACES MAY - OVERHANGS i6"--> 24", O 16"0% EXTERIOR WALL RUNS 3ETWEEN TWO PARALLEL TRUSSES. e BOXED COLUMN DETAIL BE OMITTED AT THE CONTRACTOR'S DISCRETION. / ** (2) H5 OEACH OUTLOOKER TO TOP G) TRUSS BLOCKING DETAIL ST1 NOT TO SCALE FASTEN ALL ROOF SHEATHI G CHORD OF GABLE TRUSS OR END FA TEN ALL ROOF SHEATHING $T1 - SHEATHING. QANEFEDGES GABLE WALL NAILSCKING AT ALL ROOF 0 SUPPORTS w/8d A2x #2 SYP KERS K 131x� ALL SUNAILLSST0 4"o/c r - L #2 SYP DBL TOP > 5-1 1 1/2" dia. WOOD*Tie U.N.O. eM CHANGE IP ST1 NOT TO SCALE AL,L UNDER -EAVES (SOFFIT) BE EITHER. VINYL SOFFIT MATERIAL, RATED & INSTAL( FOR THE APPLICABLE DESIG PRESSURES FOR THE SPECII APPLICATION, 4B, %" THICK (MIN.) APA- OR TECO-RATI SHEATHING w/ 6"/6'o/c - 6d NAILING. BLOCK ALL UNSUPPORTED PANEL EDGE! ROD" U.N.O.Te -- ----- -moi I n TOE -NAILS O 6"o, - F1,, I / --- --- (3) .131x3" TOE -NAILS MAX HEADER PER STRUCTURAL O OUTLOOKER / \ DROPPED (-3-Xi") TOP CHRD 2x4 B - _ TOP CHORD or TOP > _' _ _ BLOCKING -TO -TRUSS LOCKING AT ALL ROAR ---------- - - SHEATHING PANEL EDGES WITHIN y PLAN R TRUSS LAVIDUT QP GHR CONVENTIONAL OVERFRAMING CONSTRUCTION NOTES iAI _ 2x "L" OR "T" BRACING ON VERTICAL 4'-0" OF GABLE WALL - -. T....-_.-. I �.'WEBS AS SPEC'D BY TRUSS ENGINEER. �- - - -.. _._ ��(,#2 SYP VER F 2x BM To ro H MIN. 2x4 #2 SPF O MAX. 24"o/c w/ (3) .131x3" TOE -NAILS O RAFTERS - USE 2x6 #2 SYP/SPF RAFTERS @ 24" 0/C ATTACHED TO RIDGE & VALLEY NAILER w/ (3) .131x3" TOENAILS. - .131x3" NAILS O 6"o c FROM BRACING OUTLOOKER-TO-TRUSS TCVALLEY NAILER -USE ONE SIZE LARGER THAN RAFTERS AND ATTACH TO ALL INTERSECTING TRUSS TOP CHORDS w 4 .131x3" NAILS. r 3) ,131x3" NAILS / O RAFTER CRIPPLES - 2x4 2 SPF CRIPPLES @ 4' O CHEIGHT = 6'-3" / ( ) INSTALL DBL 2x (2)MSTA24 W/(9)10d / NAILS PER END. TO WEB. ABSENT OF SPECS ON 2x 2 SYP DOUBLE TOP > ASSEMBLY # / (MAX( *)• MAX BLOCKING IN EACH END OF EACH !, TRUSS ENG., REFER TO "EXT. WALL # -SLOPE TO MATCH ROOF PITCH. - _ - FIRST TWO STUD BEAM TO POST. RIDGE CRIPPLES 2x4 #2 SPF @ 2' O/C (MAX HEIGHT 6' 3 ). 2x4 #2 SYP "X" BRACING. LOCATE O PEAK & SPACE STUD SCHED" oN STRUCTURAL IF 1x4 T -BRACE IS ATTACHED TO CRIPPLE w .131x3" NAILS @ 4" 0 C HEIGHT = W-10" . SPACES. MATCH * ADJACENT � EQUALLY EACH WAY AS SHOWN BELOW. EXTEND "X' DRAWING, USING WEB LENGTH/HEIGHT 2x STUDS CONTINUOUS FROM FLOOR / / (MAX( ) FRAMING, PER BEAM ABOVE BRACES INWARD MIN. 8' FROM GABLE WALL AND LL.O. > HEIGHT. DOUBLE AND/OR SYSTEM To UNDERSIDE of DBL TOP > *IF 2x4 T -BRACE IS ATTACHED TO CRIPPLE w/ .131x3" NAILS @ 4" 0/C (MAX HEIGHT = 11'-2"). SIZE/GRADE/ ATTACH TO 2x4 VERT O MID -POINT w/ (3) .131x3' TRIPLE "L's/Ts' AS REQUIRED TO ASSEMBLY (O oUTLOOKERS). SEE IF CRIPPLE DOES NOT BEAR DIRECTLY ABOVE TRUSS TOP CHORD ADD (1) 2x4 #2 SPF BLOCK BETWEEN TRUSS TOP CHORDS ATTACHED w/ (3) .131x3" TOP VIEW OF O / TOE -NAILS TO EACH TRUSS TOP CHORD. SPECIES FROM NAILS FM EA SIDE OF "X" BRACING. MIN. 3 EVENLY MAINTAIN MAX o c SPACING WHEN STRUCTURAL PLAN. STUD SCHEDULE. POST/BEAM PT #2 SYP 4x4 POST P ED "X" BRACES PER GABLE END. WEBS EXCEED SPACING SHOWN ON ATTACH CRIPPLES TO RAFTER OR RIDGE w 3 .131x3" NAILS AND TO TRUSS TOP CHORD OR BLOCKING w -COLUMNS TALLER THAN 10' R MAX. X BRACE SPACING ! / ( ) / (3) .131x3" TOENAILS. �Nd13�TR CHORD GABLE R00 THOSE SUPPORTING ENGINEERED ENGINEERED ROOF TRUSSES OR RIDGE - USE MIN. 2x8 #2 SYP/SPF RIDGE (RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMED RAFTERS). (2) MSTA3 W/(24) IOd woo0 PRODUCT: USE PT #2 ' % PITCH - e'-O"o/c TRUSS CONVENTIONAL RAFTERS/JOIST. NAIL RIDGE ENDS TO COMMON TRUSS @ ONE END AND TRUSS TOP CHORD OR BLOCKING (SEE ABOVE) AT OPPOSITE END w/ (3) .131x3" TOENAILS. NAILS NAILED TO PLATES SYP 6x6 POST. U.N.O. ON 4.iz 312 PITCH - 6'-0"o/c ( 7/16" THICK (MIN.) APA - AND BLOCKING ON INSIDE STRUCTURAL PLAN) "" I BRACE TOP CHORD OF TRUSSES BELOW OVERFRAMING w/ PROPERLY ATTACHED APA OR TECO RATED SHEATHING PER DETAIL A/ST1. I ALL TECO -RATED WALL SHEATHING. �k`� - _- MATCH NAIL SIZE/SPACING PY 1''i__ SEE TRUSS DETAIL VALCONVF1103" (IN TRUSS INSTALLATION PACKAGE) FOR VISUAL PRESENTATION. FACE OF ---_ -_. -_ W DESIGNATED FOR WALL BELOW 2x4 #2 SYP LATERAL BRACING GABLE. BLOCK ALL PANEL EDGES. I =-- POST TO SLAB CONNECTION WITH w BALLOON FRAMED / (3) .131x3" NAILS INTO EACH MATCH EDGE NAILING MATCH EDGE NAILING 2x4 2 SYP "CATS"O BEAM--ABU44 OR ABU66 W/ (12) 16d TRUSS BOTTOM CHORD. MATCH CONNECT END OF LATERAL BRACE TO I'** BALLOON FRAMING MAY BE USED WITH 111 PATTERN FOR 2x #2 SYP CONTINUOUS PATTERN FOR # TOP VIEW OF ABOVE & ATR OR (1) HTT16 & ATR. SPACING &LOCATION OF BOTTOM CHORD OF GABLE TRUSS w/ EITHER ROOF TRUSSES OR CONVENTIONAL SPECIFIED SW (BEL FROM TOP > OF SPECIFIED SW (BEL 12'o/c ATTACHED TO - ADJACENT X BRACING. ''I (FRAMING. IN EITHER APPLICATION, WALL AT SHEATHIN T SHEAR -WALL TO ADJACENT AT SHEATHIN TOP TOP >'S W/ (4) 12d POST/BEAM (2) H2.5's, H5's OR EQ. I'I FRAMING MUST BE CONTINUOUS FROM THE CHORD OF INDICATED PARALLEL TRUSS. ADD .131 CHORD OF INDICATED COMMON NAILS & 2x STUDS CONTINUOUS FROM ATTACH BOTTOM CHORD OF GABLE 'FLOOR BELOW TO TOP PLATES IMMEDIATELY I TRUSS CONNECTION. TRUSS CONNECTION. ATTACH TO EACH x 3" NAILS FROM TRUSS BC TRUSS TO TOP > ASSEMBLY w (ADJACENT, AND CONNECTED TO, TO THE ,I TO 2x AND FROM 2x TO ADJACENT TRUSS W � FLOOR SYSTEM TO BOTTOM CHORD / � 'I / - -- -- OF GABLE TRUSS. SEE .131x3" TOENAILS O 6'o/c & EITHER UNDERSIDE OF THE OUTLOOKERS ABOVE. IE A II TOP > - MATCH EDGE ) t0COMMON TFASTENES PERTUD DETAIL \ LYSSTRUCTURAL PLAN. / CABLE TRUSS IS USED, IT MAY BE APPLIED TO I 1 NAILING PATTERN FOR �,\(T':30E-NIAILS. MSTA12 STRAPS O 48 o c OR LTP4THE INSIDE OF THE WALL STUDS AN E B.C./\/moi �W%/ � �; � PLATES O 32"o/c. „� D TM �I SPECIFIED SHEAR -WALL. 2x , \, \ /\i-\, TL'.• ,j ATTACHED TO EACH STUD WITH (3) .131 X 3" l MUST MATCH OR EXCEED _. � ,�, i1,\\ •° • PLATFORM FRAMED " " ' I ENG. rRuss -- ENG. TRuss --- --n ENG. TRUSS AND THE T.C. TO THE TOP PLATES w/ .131 X I, = LENGHT OF SHEAR -WALL. ** BOTTOM CHORD OF GABLE TRUSS MAY BE 3 O 4 o/c IN (2) STAGGERED ROWS. ** SHEAR -WALL - CONSTRUCT SHEAR -WALL - CONSTRUCT � %FLAT SCARED OR COMBINATION THEREOF. IN �� , EO IF list OUTLOOKER IS PER SPECIFICATION. EITHEI III PER SPECIFICATION. El ER--' FOOTING (SEE j. ALL INSTANCES: VERTICAL WALL FRAMING MSl�I > 32" FROM FASCIA ;I OR BOTH SIDE(S) MAY BE OR BOTH SIDE(S) MAY BE ------------ FOUNDATION PLAN FOR EDGE OF 2x NEED NOT lI + SIZE) PLATE IMMETED DIATELY BOY ADJOM ACENT,HORD ABOVE 'OP /� OUTLOOKER ONLY.CARD, DOUBLE st SHEATBE HED. OF TOPS NTH EDGE SHEATHED. N PORCH POST & BEAM IL' �1C � 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 PLATE HEIGHT IIII FRAMING DETAIL U.NO, SHEAR -WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA ( ) ST1 ; I AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE NOT TO SCALESHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL SHEAR -WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL II $ TYPICAL GABLE -END FRAMING DETAIL - U.N.O. SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL -_ -j'INOT TO SCALE ROOF FRAMING IS USED. ROOF FRAMING IS USED. I 5T1 OPTION #1 FOR ADDITIONAL INFORMATION AND DETAILS SEE TRUSS ENGINEERING ON DIAPHRAGM, REFER TO REPORT ICC CONSTRUCTING A GYPSUM ICC ESR SPACING OF BRACING. DETAILS FOR MAXIMUM o/c OPTION #2 -- - I INTERIOR SHEAR -WALLS RUNNING PARALLEL TO TRUSS ABOVE INTERIOR SHEAR -WALLS RUNG P ALLEL TO TRUSS ABOVE DI - -- "�-" NIN 1338 &ESR 1046 "GYPSUM BOARD EXTEND HEADER TO KING STUDS --- -_---- - ----- -- -- - - ---- SEE H.I.B. '91 and BCS 1-03 INTERIOR &EXTERIOR APPLICATIONS, ". EXTEND ONE STUD TO TOP OF FOR ADDITIONAL ENGINEERED HEADER, INSTALL REMAINING STUDS MATCH EDGE NAILING WOOD TRUSS HANDLING, 1'I AS JACK STUDS AND STRAP EACH I - --- - -- -- PATTERN FOR - - --- ROOF/FLOOR SHEATHING INSTALLATION AND BRACING 2x4 #2 SYP NAILER TO JACK T H SPECIFIED SW BEL -'- TA IN T1011. 0 HEADER ON UNSHEATHED ° ° ° J ° ° ° ° ° ° �� BOTTOM CHORD OF TRUSS-�- SIDE w/ (1) MSTA24 PER PLY. ° HEADER PER STRUCTURAL PLAN. - I_ ° ° ° ° ° ° - AT SHEATHIN TOP / /,'=/ / / / / / / 16" W/ 10d COMMON O 3"o/c. PROVIDE FULL -DEPTH 1x4 SYP CONTINUOUS BRACING CHORD OF INDICATED __ _- \ TRUSS CONNECTION. MAX BLOCKING BETWEEN JOIST/ / /' / / / / / w/ (2) 1Od TO EACH TRUSS. ,°° ° ° _ ° ° 7/16" THICK (MIN.) (24/16 "" FASTEN TOP PLATE TO HEADER - TRUSSES ABOVE 1st STORY DO NOT SPLICE -OVERLAP ( SPAN INDEX) APA- 0 /I. / / / / / / I / 3 / 2 W/ (2 ROWS OF 16d NAILS O °°i TECO -RATED WALL SHEAR -WALLS. ATTACH JOINTS MIN. (2) TRUSSES. 3 o/c (TYP)• I°° °1�I SHEATHING TO BLOCKING --- --- _. ':_,, EXTEND BRACING TO END OR _ ! ENG. TRUSS SHEATHING w/ 3"o/c 8d / / /', / / / / / SEE CALL OUT 16 MIN. FOR 1 STORY w/ Sd NAILS O 6 o/c AND 4r.31 .__ �� '- -: 3RACED WALLS & ATTACH. NAILING. BLOCK ALL BLOCKING TO TOP PLATE / / / / / / / / / ON STRUCTURAL <,° °�1 24" MIN. FOR 2 STORY ATTACH SHEATHING UNSUPPORTED PANEL -r. <"I m <1, I'' PLAN AT SPEC, FASTEN SHEATHING TO HEADER W/ / _ ___ ___ ___ �" OPENING. Sd NAILS IN 3" GRID PATTERN ASATO NAILER W/ I COMMON O 3 o8c. EDGES w/ 2x BLOCKING. w 0.131"x3" TOE NAILS O ��VGGG 4.0/C IN (2) STAGGERD SHOWN & 3"o/c INTO ALL FRAMING III / SHEAR -WALL - CONSTRUCT ROWS. 7 7 o c 5d COOLER / / MEMS RS (STUDS, BLOCKING, BE D BLOC I G, AND :< ,°1 II PER SPECIFICATION. NAILS OR #6, 1-Yi7 IF CONTINUOUS BRACING IS SILLS) (TYP). ° °° ** IF THE INDICATED I ATTACH SHEATHING SHEATHING BE ON OPPOSITE DOUBLE TOP > OF DRYWALL SCREWS. APPLIED TO THE BOTTOM OF THE °° EMBEDDED STRAPS ARE li TO TOP >'S W/ 8d SIDE OF WALL OF BOTTOM WALL ° ° ° NOT PROPERLY TRUSS BOTTOM CHORDS MAY BY BOTTOM CHORD AND, / CHORD NAILER. ( INTERMEDIATE (NON -CORNER) =° COMMON O 3"o c. _ CAST -IN-PLACE AT SUBSEQUENTLY, THE GYPSUM CLN'G ° I. THE CONTINUOUBRACED BY S 1 4 BRACING IS ATTACHED TO THE BRACING - TOPTALFRSEE AME DETAIL. M TCH I°°I 101°1 FOUNDATEY ION POUR, III THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A TRUSS -TO-> CONNECTOR: (SHOWN AT RIGHT) R THE RIGID RATHER THAN DIRECTLY TO THE III SHEAR -WALL TO A HORIZONTAL ROOF OR FLOOR I CEILING DIAPHRAGM SHOWN AT TRUSS) THE MAXIMUM o/c SPACING STUDS PER HEIGHT CONNECTORS, ETC. FORMATION, I°I°� ° -�°1°I REPLACED WITH HTT22's I AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMINGATHE WA SEE TRUSS SCHEDULE ( �- STRUCTURAL PLAN. _ TYPE (DTL A/ST1) LEFT). OF THE BRACING IS 24". STRAP TO HEADER ON 10'-1 I''°° SHEAR -WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL °� -1°h .. I SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL UNSHEATHED SIDE w/ 1/8" _ 11 � FOR A PANEL SPLICE (if needed), °"I EMBEDDED STRAPS ROOF FRAMING IS USED. STUDS / SHEAR WALL A CLN'G DIAPHRAGM METHOD CONTINUOUS WOOD BRACING_METHOD III (1) MSTA24 PER PLY. PANEL EDGES SHALL BE BLOCKED, (° MUST BE INSTALLED w/ I FRAMING PER PLAN 7/16" THICK (MIN.) (24/16 SPA MID-HEIGH11 & OCCUR T( OFINWALL OF 1 I 1°° REB RADDITIOPER SIMNAL PC -PSON 4 ZZ OPTION #4 USE OF EXTERIOR -GRADE GYPSUM BOARD WHEN OPTION #J "PARTIALLY ENCLOSED" BUILDING TYPES) I I INDEX) APA- OR TECO -RATED °1°1 1°1° INSTRUCTIONS. ** INTERIOR OR EXTERIOR SHEAR -WALLS RUNNING INTERIOR SHEAR -WALLS RUNNING PARALLEL TO TRUSS ABOVE WALL SHEATHING. BLOCK ALL 16" MIN. FOR 1 STORY 1010) 1°1°1 PERPENDICULAR TO TRUSSES ABOVE W/ HEEL OR TOM CHORD BRACING &SOFFITS DETAILS UNSUPPORTED PANEL EDGES w/ 24" MIN. FOR 2 STORY 1°°, i °1 VERTICAL WEB 6" TO V-6". / " , I CHOR BOLTS, ° ° IN PRORJ SHOWN _. APPLICATION REQ'D EXT. FINISH. 2 2 3MINBNWAB H RENT IN PROPER 2x BLOCKING. HORIZONTAL / / APPLICATION WITH -.. ___ _ / ( ) I CURB WALL - FLOOR (2) STHD14 - EMBEDED 3ply 2x0 #2 SIP I r I PLACE 2x4 RIBBON BOARD SHEATHING STRAPS 14" INTO PT SILL > I: "EMBEDMENT LINE" ! FOR FLOOR AND FOUNDATION. USE STHDI4R�o o„° AT BASE OF CURB II� SHEATHING -- u_ - 11 L. WHEN LOCATED AT A CURB i=- ° ° ` WALL' ATTACHMENT FLOOR / / TRUSS TOP CHORD INTERMEDIATE WALL (DTL 2/ST2) AND I TRUSS BEARING BEGIN "EMBEDMENT" AT BASE o L L TRUSS s :I HEEL/END VERTICAL OF CURB WALL. i ��a OF TRUSS REQ'D PLACEMENT I -\ FOUNADTION PER STRUCTURAL PLAN. J - - -- `\_--- ,- I WALL FRAMING - ) tod O 6"o c FROM CONT. ROOF SYSTEM --` J/ \ / OF OPTIONAL (I.L.O. 1 / ° STHD14's) HTT22's '-- 2x4 TO 2x4 BLOCKING T PORTAL FRAME DETAIL - -_ __ _, HORIZONTAL 2x4 SPF #2 ST1 T T A BLOCKING BTWN TRUSS %- THICK (MIN.) APA- OR --///- TECO-RATED - TECO -RATED SHEATHING w/ 6"/6"o/c Sd NAILING. BLOCK ALL UNSUPPORTED PANEL EDGES PORCH HEADER% w/ 2x BLOCKING. 2x SYP BLOCKING w/ .131x3" �y NAILS O LY & TO TOP OF TOP /� > ASSEMBLY & TO TOP OF J// PORCH HEADER ASSEMBLY. EXTERIOR WALL IN LIEU OF WOOD PAN(,L SHEATHING, CEILING MAY BE CONSTRUCTED OF ANY APPROVED MATERIAL HAVING EQUAL OR BETTER PRESSURE AN SHEAR RESISTANCE AS VERIFIED BY CURRENT FBC PRODUCT APPROVAL DOCUMENTATION. PORCH CEILING SHEATHING DETAIL NOT TO SCALE (2) ROWS OF ,131 x NO O SC LE PLAN VIEW OF CORNER 3" NAILS O 6"o/c DETAIL I SHEATH CHIMNEY w/ 5/16" HARDIE w/ 6"/6" Sd OR 7/16" APA RATED PLYWOOD I w/ 6"-12" o/c. 8d I 2x4 #2 SYP BLOCKING BETWEEN TRUSSES BELOW CHIMNEY WALLS w/ (4) .1310" TOE/END NAILS I AT EACH END OF BLOCKING TO - TOP CHORD OF TRUSS OR RAFTER. 11. AT CORNERS OF RECTANGULAR !. CHIMNEYS, USE 2x8 (I.L.O. 2x4) 11 w/ (8) NAILS/END (I.L.O. (4) NAILS). SII TRUSS TOP CHORD OR RAF�- 'I (TYR) 2x CHIMNEY FRAMING MEMBERS - SEE STUD TABLE FOR SIZE, SPECIES & MAX. o/c SPACING - USE OVERALL CHIMNEY HEIGHT FOR > HEIGHT. IF 2 -ply 2x's AT CORNERS. 3E R W RE TOP VIEW 8d COMMON HOLD-DOWNS - EACH END OF EACH SHEAR -WALL SEGMENT SHEAR -WALL DESIGNATION NAIL SPACING let -FLOOR SHEAR -WALLS 2nd -FLOOR SHEAR -WALLS DOCUMENTS, MAY NOT BE USED PANEL PANEL TRADITIONAL WOW*Tre TRADITIONAL WOOD-Tic RAFTER/TRUSS TOP CHORD EDGES FIELD HARDWARE RODS HARDWARE RODS SW MIN. 7/16` THICK (24/16 SPAN The CASTILLO Group ft WALL SEGMENTS i15 LONG. WALL SEGMENTS ) CSii's ACROSS WALL SEGMENTS /� , / ENCLOSED 6 -o/c 12"o/c NONE REQ'D. WALL _( 15' LONG: NONE FLOOR SYSTEM TO _) 15' LONG: NONE V) (1) MSTA18 STRAP W/ (7) Q w UNSUPPORTED PANEL EDGES SEGMENTS < 15' LONG: (1) REQ'D. WALL HEADER OR STUD REQ'D. WALL PARTIALLY NCLOSED 6'o/c 8"o/c j HTT16 OR (1) PHD2 SEGMENTS / 15' LONG: (1) Y2"dia WOOD -Tie ROD COLUMN BELOW w/ 1st FLOOR HOLD-DOWN AT BASE SEGMENTS ; 15' LONG. (1) Y2"dic WOOD*Tie ROD SW2 DETAIL F/ST1 OR CALL OUT ON ___ v/__ _ (1) HTT4 OR (1) PHD2 (1) )¢"dia (2) CS161 ACROSS (1) )¢"dia STRUCTURAL PLAN. ENCLOSED 4"0/c 12"0/c DRAFT MEB WOOD -Tit, ROD FLOOR SYSTEM TO HEADER OR STUD WOOD*Tie ROD JOB N 0. - ARTIALLY NCLOSED 4"o% 8"0% III I COL. BELOW w/ 1st FLOOR HOLD-DOWN AT BASE ,,) ,,Iy5eF 00: LT;.�'i� •� SW1 ENCLOSED 3"o/c 12"o/c 1 HTT5 OR 1 PHD6 O O s^ 1 dia WOOD*Tie O �s ROD (MATCH HTT22 EMBED./EDGE DIST.) 3 CS16's" ACROSS O FLOOR SYSTEM TO HEADER OR STUD 5% 1 "dia WOOD -Tie ( ) ROD (MATCH HTT22 ** INSTALL WALL SHEATHING PANELS U - w/ 3"x3"xY4" COL. BELOW w/ 1st EMBED./EDGE DIST.) u- PERPENDICULAR TO TRUSSES ABOVE HORIZONTAL AT 24"o/c TRUSS END -VERTICALS -OR- BLOCK W/ 2x PARTIALLY ENCLOSED 3"o/c8"o/c SHEAR -WALL BRACING DETAILS FRAMING TO PROVIDE MAX. 16"0/c SUPPORTS FOR SHEATHING. *' ROUND -HO WASHE FLOOR HOLD-DOWN AT BASE w/ 3"x3"xY4" ROUND -HOLE WASHER NOTES: 1) HARDIE-PANEL OR LP SMART SIDING IS AN ALLOWABLE ALTERNATIVE TO THE SPECIFIED 7/16- THICK APA OR TECO -RATED WALL I SHEATHING ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. 2) OPENINGS AND/OR PENETRATIONS GREATER THAN 12"x12" ALLOWABLE ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. 3) TOP PL SPLICES IN SWI & SW2 DESIGNATED SHEAR -WALLS SHALL BE MIN. 48" LONG w/ MIN. (24) EVENLY -SPACED 10d NAILS. 4) AT LOCATIONS WHERE MIN. SPECIFIED TR PL. OVERLAP IS NOT ACHIEVED, ADD (2) MSTA24's (ONE EACH SIDE OF >) CENTERED ON I EACH SPLICE. 5) SECOND -FLOOR SHEAR -WALLS LOCATED ABOVE CMU WALLS SHALL USE HOLD-DOWNS SPECIFIED FOR FIRST -FLOOR I SHEAR -WALLS WITH MINIMUM ATR EMBEDMENTS (INTO LINTEL OR TIE -BEAM) INCREASED TO 12" FOR 1/2"dia AND 15" FOR 5/8"dia RODS.( 6) AT LOCATIONS WHERE AN INTERIOR WALL IS DESIGNATED AS A SHEAR -WALL. THE WALL MUST BE CONNECTED TO THE DIAPHRAM ABOVE. REFER TO DETAIL W/ST1 FOR OPTIONS.. eFTYPICAL SHEAR -WALL ASSEMBLY DETAIL ST1 NOT TO SCALE --1I 1 WOOD -Tie ROD ADJACENT TO STUD POST IF PORCH BEAM IS I SI CONVENTIONAL I LUMBER 2x8 2x10 TOP PLATE MAY BE NOTCHED TO 2x12, ETC). (1) WOOD*TIE ROD ALLOW PORCH BEAM TO BE LET IN TO I ADJACENT TO EACH SIDE OF POST IF WALL PROVIDED THAT (1) 2x4 #2 SPF I PORCH BEAM IS ENGINEERED LUMBER POST IS ADDED TO EACH SIDE OF I (CSL, LVL, PSL, ETC.) PORCH BEAM TO SUPPORT TOP >. IN ADDITION, (1) WOOD -Tie ROD SHOULD BE INSTALLED TO EACH SIDE OF 1 ���� PORCH BEAM AND 1 MSTA24 SHOULD 1 O �� BE ATTACHED TO (1) SIDE OF EACH l��y� ���� TOP > CENTERED ON THE JOINT. PORCH BEAM MAY BE NOTCHED, AROUND TOP PLATE PROVIDED THE TOTAL DEPTH OF THE BEAM IS > 9-1/4" UNLESS NOTED ON THE STRUCTURAL SHEET. PORCH BEAM, SEE STRUCTURAL SHEET MINIMUM SIZE. \\ , I I - NAIL POST TO PORCH �� HEADER W/ (1) ROW OF .131x3" NAILS O 2. 0/C. 1 17 �,- 2x #2 SYP TOP > SEE STRUCTURAL PLAN. FOR STUD SIZE/SPACING REQUIREMENTS. STUD POST - NUMBER OF PLYS TO MATCH HEADER. STUD POST SIZE AND GRADE TO MATCH WALL STUDS UNLESS NOTED OTHERWISE ON STRUCTURAL PLAN. CONNECT PLYS PER DETAIL D/STI. IF THE HOUSE IS TIED DOWN USING CONVENTIONAL STRAPPING, REFER TO THE STRUCTURAL SHEET AND DETAIL N/STI FOR PORCH BEAM CONNECTION DETAILS. GPORCH BEAM TO STUD WALL DETAIL NOT TO SCALE BLOCKING. ON OPPOSITE SIDES I I � BEAM STRAP PER N/ST1 LION F WALL.I 7/76" A.P.A. OR TECO RATED II SHEATHING W/ 6"/12"o/c 8d 2x4 #2 SPF BLOCKING O (4) .131x3" TOENAILS NAILING - 4 su)ES GNOTRTO SCAENT ROOF &FLOOR LATERAL BRACING i k O EACH BLOCKING24' 0/C. REDUCEI�� TO TOP PLATE OF LE SPACING TO 16' o/c FOR PT. BEAM AP uVE I " EXTERIOR WALL SW2 AND 12 o/c FOR --- - --- -.. SWI• 1 ** WHEN THE HORIZONTAL DISTANCE FROM THE 2x4 #2 SYP OUTLDOKERS - i PEAK OF GABLE TO THE EAVE OR SEAT OF THE - OVERHANGS-< 16 O 24"o% W/ TRUSS IS LESS THAN THE MINIMUM ON -CENTER EXTERIOR WALL (1) H5 OEACH OUTLOOKER TO TOP SPACING INDICATED FOR THE "X" -BRACING, A CHORD OF GABLE TRUSS OR END BUILT-UP OR BOXED COLUMN MAY Lit: SINGLE "X" -BRACE AT THE PEAK MAY BE USED WALL TOP >. DETAIL TO BE FOLLOWED AT ALL LOCATIONS WHERE USED IN LIEU OF 4x4 OR 6x6. AND THE OTHER (OFF-PEAK) "X" -BRACES MAY - OVERHANGS i6"--> 24", O 16"0% EXTERIOR WALL RUNS 3ETWEEN TWO PARALLEL TRUSSES. e BOXED COLUMN DETAIL BE OMITTED AT THE CONTRACTOR'S DISCRETION. / ** (2) H5 OEACH OUTLOOKER TO TOP G) TRUSS BLOCKING DETAIL ST1 NOT TO SCALE FASTEN ALL ROOF SHEATHI G CHORD OF GABLE TRUSS OR END FA TEN ALL ROOF SHEATHING $T1 - SHEATHING. QANEFEDGES GABLE WALL NAILSCKING AT ALL ROOF 0 SUPPORTS w/8d A2x #2 SYP KERS K 131x� ALL SUNAILLSST0 4"o/c r - L #2 SYP DBL TOP > 5-1 1 1/2" dia. WOOD*Tie U.N.O. eM CHANGE IP ST1 NOT TO SCALE AL,L UNDER -EAVES (SOFFIT) BE EITHER. VINYL SOFFIT MATERIAL, RATED & INSTAL( FOR THE APPLICABLE DESIG PRESSURES FOR THE SPECII APPLICATION, 4B, %" THICK (MIN.) APA- OR TECO-RATI SHEATHING w/ 6"/6'o/c - 6d NAILING. BLOCK ALL UNSUPPORTED PANEL EDGE! ROD" U.N.O.Te -- ----- -moi I n TOE -NAILS O 6"o, - F1,, I / --- --- (3) .131x3" TOE -NAILS MAX HEADER PER STRUCTURAL O OUTLOOKER / \ DROPPED (-3-Xi") TOP CHRD 2x4 B - _ TOP CHORD or TOP > _' _ _ BLOCKING -TO -TRUSS LOCKING AT ALL ROAR ---------- - - SHEATHING PANEL EDGES WITHIN y PLAN R TRUSS LAVIDUT QP GHR CONVENTIONAL OVERFRAMING CONSTRUCTION NOTES iAI _ 2x "L" OR "T" BRACING ON VERTICAL 4'-0" OF GABLE WALL - -. T....-_.-. I �.'WEBS AS SPEC'D BY TRUSS ENGINEER. �- - - -.. _._ ��(,#2 SYP VER F 2x BM To ro H MIN. 2x4 #2 SPF O MAX. 24"o/c w/ (3) .131x3" TOE -NAILS O RAFTERS - USE 2x6 #2 SYP/SPF RAFTERS @ 24" 0/C ATTACHED TO RIDGE & VALLEY NAILER w/ (3) .131x3" TOENAILS. - .131x3" NAILS O 6"o c FROM BRACING OUTLOOKER-TO-TRUSS TCVALLEY NAILER -USE ONE SIZE LARGER THAN RAFTERS AND ATTACH TO ALL INTERSECTING TRUSS TOP CHORDS w 4 .131x3" NAILS. r 3) ,131x3" NAILS / O RAFTER CRIPPLES - 2x4 2 SPF CRIPPLES @ 4' O CHEIGHT = 6'-3" / ( ) INSTALL DBL 2x (2)MSTA24 W/(9)10d / NAILS PER END. TO WEB. ABSENT OF SPECS ON 2x 2 SYP DOUBLE TOP > ASSEMBLY # / (MAX( *)• MAX BLOCKING IN EACH END OF EACH !, TRUSS ENG., REFER TO "EXT. WALL # -SLOPE TO MATCH ROOF PITCH. - _ - FIRST TWO STUD BEAM TO POST. RIDGE CRIPPLES 2x4 #2 SPF @ 2' O/C (MAX HEIGHT 6' 3 ). 2x4 #2 SYP "X" BRACING. LOCATE O PEAK & SPACE STUD SCHED" oN STRUCTURAL IF 1x4 T -BRACE IS ATTACHED TO CRIPPLE w .131x3" NAILS @ 4" 0 C HEIGHT = W-10" . SPACES. MATCH * ADJACENT � EQUALLY EACH WAY AS SHOWN BELOW. EXTEND "X' DRAWING, USING WEB LENGTH/HEIGHT 2x STUDS CONTINUOUS FROM FLOOR / / (MAX( ) FRAMING, PER BEAM ABOVE BRACES INWARD MIN. 8' FROM GABLE WALL AND LL.O. > HEIGHT. DOUBLE AND/OR SYSTEM To UNDERSIDE of DBL TOP > *IF 2x4 T -BRACE IS ATTACHED TO CRIPPLE w/ .131x3" NAILS @ 4" 0/C (MAX HEIGHT = 11'-2"). SIZE/GRADE/ ATTACH TO 2x4 VERT O MID -POINT w/ (3) .131x3' TRIPLE "L's/Ts' AS REQUIRED TO ASSEMBLY (O oUTLOOKERS). SEE IF CRIPPLE DOES NOT BEAR DIRECTLY ABOVE TRUSS TOP CHORD ADD (1) 2x4 #2 SPF BLOCK BETWEEN TRUSS TOP CHORDS ATTACHED w/ (3) .131x3" TOP VIEW OF O / TOE -NAILS TO EACH TRUSS TOP CHORD. SPECIES FROM NAILS FM EA SIDE OF "X" BRACING. MIN. 3 EVENLY MAINTAIN MAX o c SPACING WHEN STRUCTURAL PLAN. STUD SCHEDULE. POST/BEAM PT #2 SYP 4x4 POST P ED "X" BRACES PER GABLE END. WEBS EXCEED SPACING SHOWN ON ATTACH CRIPPLES TO RAFTER OR RIDGE w 3 .131x3" NAILS AND TO TRUSS TOP CHORD OR BLOCKING w -COLUMNS TALLER THAN 10' R MAX. X BRACE SPACING ! / ( ) / (3) .131x3" TOENAILS. �Nd13�TR CHORD GABLE R00 THOSE SUPPORTING ENGINEERED ENGINEERED ROOF TRUSSES OR RIDGE - USE MIN. 2x8 #2 SYP/SPF RIDGE (RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMED RAFTERS). (2) MSTA3 W/(24) IOd woo0 PRODUCT: USE PT #2 ' % PITCH - e'-O"o/c TRUSS CONVENTIONAL RAFTERS/JOIST. NAIL RIDGE ENDS TO COMMON TRUSS @ ONE END AND TRUSS TOP CHORD OR BLOCKING (SEE ABOVE) AT OPPOSITE END w/ (3) .131x3" TOENAILS. NAILS NAILED TO PLATES SYP 6x6 POST. U.N.O. ON 4.iz 312 PITCH - 6'-0"o/c ( 7/16" THICK (MIN.) APA - AND BLOCKING ON INSIDE STRUCTURAL PLAN) "" I BRACE TOP CHORD OF TRUSSES BELOW OVERFRAMING w/ PROPERLY ATTACHED APA OR TECO RATED SHEATHING PER DETAIL A/ST1. I ALL TECO -RATED WALL SHEATHING. �k`� - _- MATCH NAIL SIZE/SPACING PY 1''i__ SEE TRUSS DETAIL VALCONVF1103" (IN TRUSS INSTALLATION PACKAGE) FOR VISUAL PRESENTATION. FACE OF ---_ -_. -_ W DESIGNATED FOR WALL BELOW 2x4 #2 SYP LATERAL BRACING GABLE. BLOCK ALL PANEL EDGES. I =-- POST TO SLAB CONNECTION WITH w BALLOON FRAMED / (3) .131x3" NAILS INTO EACH MATCH EDGE NAILING MATCH EDGE NAILING 2x4 2 SYP "CATS"O BEAM--ABU44 OR ABU66 W/ (12) 16d TRUSS BOTTOM CHORD. MATCH CONNECT END OF LATERAL BRACE TO I'** BALLOON FRAMING MAY BE USED WITH 111 PATTERN FOR 2x #2 SYP CONTINUOUS PATTERN FOR # TOP VIEW OF ABOVE & ATR OR (1) HTT16 & ATR. SPACING &LOCATION OF BOTTOM CHORD OF GABLE TRUSS w/ EITHER ROOF TRUSSES OR CONVENTIONAL SPECIFIED SW (BEL FROM TOP > OF SPECIFIED SW (BEL 12'o/c ATTACHED TO - ADJACENT X BRACING. ''I (FRAMING. IN EITHER APPLICATION, WALL AT SHEATHIN T SHEAR -WALL TO ADJACENT AT SHEATHIN TOP TOP >'S W/ (4) 12d POST/BEAM (2) H2.5's, H5's OR EQ. I'I FRAMING MUST BE CONTINUOUS FROM THE CHORD OF INDICATED PARALLEL TRUSS. ADD .131 CHORD OF INDICATED COMMON NAILS & 2x STUDS CONTINUOUS FROM ATTACH BOTTOM CHORD OF GABLE 'FLOOR BELOW TO TOP PLATES IMMEDIATELY I TRUSS CONNECTION. TRUSS CONNECTION. ATTACH TO EACH x 3" NAILS FROM TRUSS BC TRUSS TO TOP > ASSEMBLY w (ADJACENT, AND CONNECTED TO, TO THE ,I TO 2x AND FROM 2x TO ADJACENT TRUSS W � FLOOR SYSTEM TO BOTTOM CHORD / � 'I / - -- -- OF GABLE TRUSS. SEE .131x3" TOENAILS O 6'o/c & EITHER UNDERSIDE OF THE OUTLOOKERS ABOVE. IE A II TOP > - MATCH EDGE ) t0COMMON TFASTENES PERTUD DETAIL \ LYSSTRUCTURAL PLAN. / CABLE TRUSS IS USED, IT MAY BE APPLIED TO I 1 NAILING PATTERN FOR �,\(T':30E-NIAILS. MSTA12 STRAPS O 48 o c OR LTP4THE INSIDE OF THE WALL STUDS AN E B.C./\/moi �W%/ � �; � PLATES O 32"o/c. „� D TM �I SPECIFIED SHEAR -WALL. 2x , \, \ /\i-\, TL'.• ,j ATTACHED TO EACH STUD WITH (3) .131 X 3" l MUST MATCH OR EXCEED _. � ,�, i1,\\ •° • PLATFORM FRAMED " " ' I ENG. rRuss -- ENG. TRuss --- --n ENG. TRUSS AND THE T.C. TO THE TOP PLATES w/ .131 X I, = LENGHT OF SHEAR -WALL. ** BOTTOM CHORD OF GABLE TRUSS MAY BE 3 O 4 o/c IN (2) STAGGERED ROWS. ** SHEAR -WALL - CONSTRUCT SHEAR -WALL - CONSTRUCT � %FLAT SCARED OR COMBINATION THEREOF. IN �� , EO IF list OUTLOOKER IS PER SPECIFICATION. EITHEI III PER SPECIFICATION. El ER--' FOOTING (SEE j. ALL INSTANCES: VERTICAL WALL FRAMING MSl�I > 32" FROM FASCIA ;I OR BOTH SIDE(S) MAY BE OR BOTH SIDE(S) MAY BE ------------ FOUNDATION PLAN FOR EDGE OF 2x NEED NOT lI + SIZE) PLATE IMMETED DIATELY BOY ADJOM ACENT,HORD ABOVE 'OP /� OUTLOOKER ONLY.CARD, DOUBLE st SHEATBE HED. OF TOPS NTH EDGE SHEATHED. N PORCH POST & BEAM IL' �1C � 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 PLATE HEIGHT IIII FRAMING DETAIL U.NO, SHEAR -WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA ( ) ST1 ; I AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE NOT TO SCALESHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL SHEAR -WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL II $ TYPICAL GABLE -END FRAMING DETAIL - U.N.O. SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL -_ -j'INOT TO SCALE ROOF FRAMING IS USED. ROOF FRAMING IS USED. I 5T1 OPTION #1 FOR ADDITIONAL INFORMATION AND DETAILS SEE TRUSS ENGINEERING ON DIAPHRAGM, REFER TO REPORT ICC CONSTRUCTING A GYPSUM ICC ESR SPACING OF BRACING. DETAILS FOR MAXIMUM o/c OPTION #2 -- - I INTERIOR SHEAR -WALLS RUNNING PARALLEL TO TRUSS ABOVE INTERIOR SHEAR -WALLS RUNG P ALLEL TO TRUSS ABOVE DI - -- "�-" NIN 1338 &ESR 1046 "GYPSUM BOARD EXTEND HEADER TO KING STUDS --- -_---- - ----- -- -- - - ---- SEE H.I.B. '91 and BCS 1-03 INTERIOR &EXTERIOR APPLICATIONS, ". EXTEND ONE STUD TO TOP OF FOR ADDITIONAL ENGINEERED HEADER, INSTALL REMAINING STUDS MATCH EDGE NAILING WOOD TRUSS HANDLING, 1'I AS JACK STUDS AND STRAP EACH I - --- - -- -- PATTERN FOR - - --- ROOF/FLOOR SHEATHING INSTALLATION AND BRACING 2x4 #2 SYP NAILER TO JACK T H SPECIFIED SW BEL -'- TA IN T1011. 0 HEADER ON UNSHEATHED ° ° ° J ° ° ° ° ° ° �� BOTTOM CHORD OF TRUSS-�- SIDE w/ (1) MSTA24 PER PLY. ° HEADER PER STRUCTURAL PLAN. - I_ ° ° ° ° ° ° - AT SHEATHIN TOP / /,'=/ / / / / / / 16" W/ 10d COMMON O 3"o/c. PROVIDE FULL -DEPTH 1x4 SYP CONTINUOUS BRACING CHORD OF INDICATED __ _- \ TRUSS CONNECTION. MAX BLOCKING BETWEEN JOIST/ / /' / / / / / w/ (2) 1Od TO EACH TRUSS. ,°° ° ° _ ° ° 7/16" THICK (MIN.) (24/16 "" FASTEN TOP PLATE TO HEADER - TRUSSES ABOVE 1st STORY DO NOT SPLICE -OVERLAP ( SPAN INDEX) APA- 0 /I. / / / / / / I / 3 / 2 W/ (2 ROWS OF 16d NAILS O °°i TECO -RATED WALL SHEAR -WALLS. ATTACH JOINTS MIN. (2) TRUSSES. 3 o/c (TYP)• I°° °1�I SHEATHING TO BLOCKING --- --- _. ':_,, EXTEND BRACING TO END OR _ ! ENG. TRUSS SHEATHING w/ 3"o/c 8d / / /', / / / / / SEE CALL OUT 16 MIN. FOR 1 STORY w/ Sd NAILS O 6 o/c AND 4r.31 .__ �� '- -: 3RACED WALLS & ATTACH. NAILING. BLOCK ALL BLOCKING TO TOP PLATE / / / / / / / / / ON STRUCTURAL <,° °�1 24" MIN. FOR 2 STORY ATTACH SHEATHING UNSUPPORTED PANEL -r. <"I m <1, I'' PLAN AT SPEC, FASTEN SHEATHING TO HEADER W/ / _ ___ ___ ___ �" OPENING. Sd NAILS IN 3" GRID PATTERN ASATO NAILER W/ I COMMON O 3 o8c. EDGES w/ 2x BLOCKING. w 0.131"x3" TOE NAILS O ��VGGG 4.0/C IN (2) STAGGERD SHOWN & 3"o/c INTO ALL FRAMING III / SHEAR -WALL - CONSTRUCT ROWS. 7 7 o c 5d COOLER / / MEMS RS (STUDS, BLOCKING, BE D BLOC I G, AND :< ,°1 II PER SPECIFICATION. NAILS OR #6, 1-Yi7 IF CONTINUOUS BRACING IS SILLS) (TYP). ° °° ** IF THE INDICATED I ATTACH SHEATHING SHEATHING BE ON OPPOSITE DOUBLE TOP > OF DRYWALL SCREWS. APPLIED TO THE BOTTOM OF THE °° EMBEDDED STRAPS ARE li TO TOP >'S W/ 8d SIDE OF WALL OF BOTTOM WALL ° ° ° NOT PROPERLY TRUSS BOTTOM CHORDS MAY BY BOTTOM CHORD AND, / CHORD NAILER. ( INTERMEDIATE (NON -CORNER) =° COMMON O 3"o c. _ CAST -IN-PLACE AT SUBSEQUENTLY, THE GYPSUM CLN'G ° I. THE CONTINUOUBRACED BY S 1 4 BRACING IS ATTACHED TO THE BRACING - TOPTALFRSEE AME DETAIL. M TCH I°°I 101°1 FOUNDATEY ION POUR, III THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A TRUSS -TO-> CONNECTOR: (SHOWN AT RIGHT) R THE RIGID RATHER THAN DIRECTLY TO THE III SHEAR -WALL TO A HORIZONTAL ROOF OR FLOOR I CEILING DIAPHRAGM SHOWN AT TRUSS) THE MAXIMUM o/c SPACING STUDS PER HEIGHT CONNECTORS, ETC. FORMATION, I°I°� ° -�°1°I REPLACED WITH HTT22's I AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMINGATHE WA SEE TRUSS SCHEDULE ( �- STRUCTURAL PLAN. _ TYPE (DTL A/ST1) LEFT). OF THE BRACING IS 24". STRAP TO HEADER ON 10'-1 I''°° SHEAR -WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL °� -1°h .. I SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL UNSHEATHED SIDE w/ 1/8" _ 11 � FOR A PANEL SPLICE (if needed), °"I EMBEDDED STRAPS ROOF FRAMING IS USED. STUDS / SHEAR WALL A CLN'G DIAPHRAGM METHOD CONTINUOUS WOOD BRACING_METHOD III (1) MSTA24 PER PLY. PANEL EDGES SHALL BE BLOCKED, (° MUST BE INSTALLED w/ I FRAMING PER PLAN 7/16" THICK (MIN.) (24/16 SPA MID-HEIGH11 & OCCUR T( OFINWALL OF 1 I 1°° REB RADDITIOPER SIMNAL PC -PSON 4 ZZ OPTION #4 USE OF EXTERIOR -GRADE GYPSUM BOARD WHEN OPTION #J "PARTIALLY ENCLOSED" BUILDING TYPES) I I INDEX) APA- OR TECO -RATED °1°1 1°1° INSTRUCTIONS. ** INTERIOR OR EXTERIOR SHEAR -WALLS RUNNING INTERIOR SHEAR -WALLS RUNNING PARALLEL TO TRUSS ABOVE WALL SHEATHING. BLOCK ALL 16" MIN. FOR 1 STORY 1010) 1°1°1 PERPENDICULAR TO TRUSSES ABOVE W/ HEEL OR TOM CHORD BRACING &SOFFITS DETAILS UNSUPPORTED PANEL EDGES w/ 24" MIN. FOR 2 STORY 1°°, i °1 VERTICAL WEB 6" TO V-6". / " , I CHOR BOLTS, ° ° IN PRORJ SHOWN _. APPLICATION REQ'D EXT. FINISH. 2 2 3MINBNWAB H RENT IN PROPER 2x BLOCKING. HORIZONTAL / / APPLICATION WITH -.. ___ _ / ( ) I CURB WALL - FLOOR (2) STHD14 - EMBEDED 3ply 2x0 #2 SIP I r I PLACE 2x4 RIBBON BOARD SHEATHING STRAPS 14" INTO PT SILL > I: "EMBEDMENT LINE" ! FOR FLOOR AND FOUNDATION. USE STHDI4R�o o„° AT BASE OF CURB II� SHEATHING -- u_ - 11 L. WHEN LOCATED AT A CURB i=- ° ° ` WALL' ATTACHMENT FLOOR / / TRUSS TOP CHORD INTERMEDIATE WALL (DTL 2/ST2) AND I TRUSS BEARING BEGIN "EMBEDMENT" AT BASE o L L TRUSS s :I HEEL/END VERTICAL OF CURB WALL. i ��a OF TRUSS REQ'D PLACEMENT I -\ FOUNADTION PER STRUCTURAL PLAN. J - - -- `\_--- ,- I WALL FRAMING - ) tod O 6"o c FROM CONT. ROOF SYSTEM --` J/ \ / OF OPTIONAL (I.L.O. 1 / ° STHD14's) HTT22's '-- 2x4 TO 2x4 BLOCKING T PORTAL FRAME DETAIL - -_ __ _, HORIZONTAL 2x4 SPF #2 ST1 T T A BLOCKING BTWN TRUSS %- THICK (MIN.) APA- OR --///- TECO-RATED - TECO -RATED SHEATHING w/ 6"/6"o/c Sd NAILING. BLOCK ALL UNSUPPORTED PANEL EDGES PORCH HEADER% w/ 2x BLOCKING. 2x SYP BLOCKING w/ .131x3" �y NAILS O LY & TO TOP OF TOP /� > ASSEMBLY & TO TOP OF J// PORCH HEADER ASSEMBLY. EXTERIOR WALL IN LIEU OF WOOD PAN(,L SHEATHING, CEILING MAY BE CONSTRUCTED OF ANY APPROVED MATERIAL HAVING EQUAL OR BETTER PRESSURE AN SHEAR RESISTANCE AS VERIFIED BY CURRENT FBC PRODUCT APPROVAL DOCUMENTATION. PORCH CEILING SHEATHING DETAIL NOT TO SCALE (2) ROWS OF ,131 x NO O SC LE PLAN VIEW OF CORNER 3" NAILS O 6"o/c DETAIL I SHEATH CHIMNEY w/ 5/16" HARDIE w/ 6"/6" Sd OR 7/16" APA RATED PLYWOOD I w/ 6"-12" o/c. 8d I 2x4 #2 SYP BLOCKING BETWEEN TRUSSES BELOW CHIMNEY WALLS w/ (4) .1310" TOE/END NAILS I AT EACH END OF BLOCKING TO - TOP CHORD OF TRUSS OR RAFTER. 11. AT CORNERS OF RECTANGULAR !. CHIMNEYS, USE 2x8 (I.L.O. 2x4) 11 w/ (8) NAILS/END (I.L.O. (4) NAILS). SII TRUSS TOP CHORD OR RAF�- 'I (TYR) 2x CHIMNEY FRAMING MEMBERS - SEE STUD TABLE FOR SIZE, SPECIES & MAX. o/c SPACING - USE OVERALL CHIMNEY HEIGHT FOR > HEIGHT. IF 2 -ply 2x's AT CORNERS. 3E R W RE TOP VIEW ASSOCIATED DOCUMENTS, IS AN (1) MTS12 OR (1) MSTA18 SERVICE FOR THE EXCLUSIVE USE STRAP FOR A SQUARE _ __ __ CHIMNEY & (2) HTS20-S OR DOCUMENTS, MAY NOT BE USED (2) MSTA24-S FOR A PROJECT(S) WITHOUT THE RECTANGLE CHIMNEY O EA CONTINUOUS 2x4 SPF #2 W/ CORNER OF CHIMNEY TO REV RAFTER/TRUSS TOP CHORD • OR 2x4 BLOCKING BELOW. SIDE VIEW CHIMNEY FRAMING DETAIL $T1 NOT TO SCALE ROOF/FLOOR SHEATHING ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF ENGINEER'S SERVICE FOR THE EXCLUSIVE USE TRUSS TOP CHORD _ __ __ DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED HEEL OR END VERTICAL OF TRUSS PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF CONTINUOUS 2x4 SPF #2 W/ BELOW. REV - •'I. • - ___ __ ____ ,,,_ ___ ` •; _ ___ _ (3) .131x3' NAILS TO EACH 4 MIN. 7/16` THICK (24/16 SPAN The CASTILLO Group ft A Florida C-po i.. Designers , TRUSS VERTICAL & O 6"o/c 655o Roosevelt Blvd. t". r Jacksonville, FL 32244 " INDEX) APA OR TECO -RATED WALL SHEATHING ATTACHED TO FRAMING /� , / = a j w .131x3" NAILS TO INTERMEDIATE BLOCKING. ADD a- MEMBERS &BLOCKING O ALL w o V) (1) MSTA18 STRAP W/ (7) Q w UNSUPPORTED PANEL EDGES W () "II / �� .f C^J V D 10d/END O EA. SPLICE (CONT. O NAILING PER CALL TABLE ON j � j � EL, w T 1L- 2x4 MAYBE OMITTED IF (1) J cj. DETAIL F/ST1 OR CALL OUT ON ___ v/__ _ 0 U�,T-w MSTA18 IS USED FROM U STRUCTURAL PLAN. U O Oz U� N T-- w DESIGN RW DRAFT MEB BLOCK -TO BLOCK ACROSS EA. SCALE N.T.S. DATE 7.6.2016 JOB N 0. - TRUSS) `o, y J ,, , ���� , TRUSS -TO-> CONNECTOR: SEE TRUSS SCHEDULE FOR III I DOUBLE TOP > F WALL ,,) ,,Iy5eF 00: LT;.�'i� •� TYPE (DTL A/STI) ,/'RC1 v pp ...t�lll `211 t , L-.- '1% SHEET STI 3 `'t STUDS / SHEAR WALL OPTION 5 ** INSTALL WALL SHEATHING PANELS U - FRAMING SEE STRUCTURAL PLAN. INTERIOR OR EXTERIOR SHEAR -WALLS RUNNING WITH LONG AXIS (8' LENGTH) u- PERPENDICULAR TO TRUSSES ABOVE HORIZONTAL AT 24"o/c TRUSS END -VERTICALS -OR- BLOCK W/ 2x O @) SHEAR -WALL BRACING DETAILS FRAMING TO PROVIDE MAX. 16"0/c SUPPORTS FOR SHEATHING. *' ST1 NOT TO SCALE 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 I - The CASTILLO Group ft A Florida C-po i.. Designers , Engineers 655o Roosevelt Blvd. t". r Jacksonville, FL 32244 " (9-4) 772-61oo FL CoA No. 32137 w C) w 0. U V) J ^ Q w W () C) 'Li 1 1 C^J V D Z ("' ' O <X EL, w T 1L- J cj. Q c- ry ry U E D M O 0 U�,T-w Ln IO -J ry ,V-- Q U O Oz U� N T-- w DESIGN RW DRAFT MEB CHECKED EAW SCALE N.T.S. DATE 7.6.2016 JOB N 0. - SQ.FT. N����Arr `o, y J ,, , ���� , .... I , Y ale . &ynn eiI ` ('rofe`s�iona ine'rrx�p - F (_i N 21-6 C ,,) ,,Iy5eF 00: LT;.�'i� •� It" ,/'RC1 v pp ...t�lll `211 t , L-.- '1% SHEET STI 3 `'t of 1 (1) #5 VERT @ EACH SIDE OF STEM WALL HEIGHT CHANGE If HORIZONTAL REBAR 24" PER ST2 MIN. 14 STEM ALL HEIGHT CHANGE ST2 NOT TO SCALE HORIZONTAL #5'S @ 16" 0/C. 1 s"-zo" • EIk 15 STEM WALL W/ 45' CORNER DETAIL ST2 NOT TO SCALE SEE ST1 FOR VERTICAL WALL CONNECTION. 4" CONIC SLAB W/ 6X6X10/10 WWF SEE STI FOR VERTICAL WALL CONNECTION. OVER 6 MIL VAPOR BARRIER OV[_R CLEAN, WELL COMPACTED, TREATED FILL 4' CONIC SLAB W6X6X10/10 WWFMAY BE USED -------------- OVER 6 MIL VAPOR BARRIER OVER AS BRICK LEDGE CLEAN, WELL COMPACTED, TREATED FILL SLOPE GRADE X (1) #4 REBAR CONT. @ HEADER COURSE ----- - -" o � GRADA ___ DIMENSIONS ARE Of — $r- MIN. DISTANCES Q III 4 "' 1 STORY -1111 DIMENSIONS ARE nl _ � CLEAN COMPACTED _ 6' 2 STORY MIN. DISTANCES ao SAND FILL -� - - *: o EMBEDDED STRAPS z- =_ W/O BRICK MUST BE INSTALLED w/ � ! I- (TYP. VERTICAL REINFORCEMENT): #4 DOWELS @ SLOPE OF 1 ADDITIONAL PIECE OF #4 - 1 CORNERS & 48"o c THEREAFTER - BEND ALL GR AD) 5 REBAR PER SIMPSON —IIII =1 DOWELS @TOP & BOTTOM, EMBED MINIMUM 6" 11 W/ BRICK INSTRUCTIONS. ** III III— INTO FOOTING /12" INTO SLAB (GROUT ALL ( 1 STORY FOOTING SIZE * MAX. STEMWALL HEIGHT: 5) CELLS SOLID) G SIZE FOOTING W/O BRICK 12" WIDE W/ (2)#4 OR (2)#5 CONT. 8" COURSES. FOR WALLS i 1 STORY W/O/0 BRICK FOFO 16"x ­10"W/ (2)#5 CONT. OR (2) # W/ BRICK 20" WIDE (INCLUDING LEDGE) W/ (2)#5 OR (3) # (5) 8" COURSES HIGH USE W/ BRICK 20"x10" W/ (2)#5 CONT. OR (3) # 2 STORY W/0 BRICK 16" WIDE W/ (2)#5 CONT. OR (3) #4 1 DETAIL 1 A /ST2 OR 1 B /ST2 2 STORY W/ BRICK 24" WIDE (INCLUDING LEDGE) W/ (3)#5 OR (4) #4 DEPENDING ON WALL HEIGHT. W/o BRICK 20"x10" W/ (2)#5 CONT. OR (3) # W/ BRICK 24"x10" W/ (3)#5 CONT. OR (4) # 1 TYPICAL FOUNDATION DETAIL 1 TYPICAL FOUNDATION DETAIL ST2 NOT TO SCALE ST2 NOT TO SCALE ** EMBEDDED SEE ST1 FOR VERTICAL WALL CONNECTION. STRAPS MUST BE INSTALLED w/ 5 1/ 5 1/2" WIDE CONIC. SILL TOP AT MAIN * MAX. 2 COURSES ADDITIONAL PIECE SEE ST1 FOR VERTICAL OF #4 REBAR PER SLAB LEVEL. TOP -TO -GARAGE FLOOR ABOVE SLAB LEVEL. WALL CONNECTION. SIMPSON VARIES: MAX 7 1/2" (HEIGHTS EXCEEDING (1)#4 CONT. IN SOLID GROUTED INSTRUCTIONS. ** WIDTH BY MORE THAN 2" REQ ADDITIONAL ANALYSIS) U -BLOCK COURSE 4" CONIC SLAB W 6x6x1O/1O WWF TYPICAL SLAB 0 OVER 6 MIL VAPOR BARRIER OVER VERT. z a CLEAN, W LL TYP. COMPACTED, TREATED FILL TYP. o SLOPE Z CO U' GRADE III—IIII (I - =I z:a 5° TYPICAL FOOTING - SEE 1 ST2 FOR 1 `' CLEAN COMPACTED —IIII I _i ( SIZE/REINFORCEMENT z • SAND FILL � —III —) -- (III III—III �III-1�1' IIII-1111 co V) �l =1 I 1 - • IIII- TYPICAL FOUNDATION I IMENSIO IS ARE IIII—IIII—IIII— 11 IN. DISTANCES 2 FOUNDATION AT GARAGE eFOUNDATION AT GARAGE ST2 NOT TO SCALE ST2 NOT TO SCALE OVERLAP SLAB RECESS SLAB 3/4" FOR 1 1/2" THRESHOLD 1-1 /2" OUTS DE FACED OF BLOCK) (FROM RECESS SLAB 3/4" FOR SGD 4" CONIC SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED FILL CLEAN COMPACTED SAND FILL TYPICAL FOUNDATION eFOUNDATION AT S.G.D. ST2 NOT TO SCALE 1-1 /2" 4" CONIC SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, W LL COMPACTED, TREATED FILL TYPICAL FOUNDATION IIII=IIIIo TYP. SLAB 1=IIII=111 =III=1 I 11' I1 i 111 -TYPICAL FOOTING - 'SEE 1/ST2 FOR11 =IIII 111111 - SIZE/REINFORCEMENT #5 HORIZONTAL. (TYP. VERTICAL REINFORCEMENT): ASSOCIATED DOCUMENTS, IS AN #5 DOWELS @ CORNERS & 24"o/c Z48" SERVICE FOR THE EXCLUSIVE USE THEREAFTER - BEND #5 HORIZ. 6" FROM END ALL DOWELS @ TOP & BOTTOM, MIN. OF VERTICALS. EMBED MINIMUM 6" INTO FOOTING PROJECT(S) WITHOUT THE /48" INTO SLAB (GROUT ALL CELLS THE PROJECT ENGINEER IDENTIFIED SOLID) REV #5 VERTICALS ----- 1 @ 24" 0/C 2 = —IIII-6 3 (TYP. HORIZONTAL I 4The _ REINFORCEMENT): (2) ADD CLEAN FILLAND COMPACT W1.7(MW11) LONGITUDINAL —_ IN .1�" (MA SPACEDWIRES 0/C I ) LIFTS.I PROVIDEHOR HORIZONTAL -- 655o Roosevelt Blvd. Jacksonville, FL 32244 " REINFORCEMENT WITHIN 16"OF FL CoA No. 32137 ' TOP AND BOTTOM OF MASONRY STEM WALL. —I 8" CMU; GROUT ALL CELLS I #5 HORIZ. NEAR MID -HEIGHT. SOLID. MAX. (10) COURSES. - Z ADD CLEAN FILL AND COMPACT - IN 12" (MAX.) LIFTS. I 11 111 I _ STANDARD -- RD FOOTING SEE DETAIL BELOW O 1 STORY FOOTING SIZE Q I W/O BRICK 16"x10" W/ (2)#4 CONT. W W/ BRICK 20"x10" W/ (3)#4 OR (2)#5 CONT. U w 2 STORY D O W/O BRICK 20"x10" W/ (3)#4 OR (2)#5 CONT. U O W/ BRICK 24"x10" W/ (4)#4 OR (3)#5 CONT. CO N w 1A 6<10 COURSES STEM WALL FOUNDATION ST2 FOR STEM WALLS WITH 6<10 COURSES SLOPE 3/4" X 12" EXP. JOINT I AT GARAGE DOOR 4" CONIC SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATE FILL I=IIII I I � S I I F= i l i=IIII- III (=1 -IIII 6 MIL VAPOR BARRIER #5 HORIZONTAL. (TYP. VERTICAL REINFORCEMENT): #5 DOWELS @ CORNERS & INDICATED o/c SPACING #5 HORIZ. 6" THEREAFTER - BEND ALL DOWELS @ TOP & 72" FROM END OF BOTTOM, EMBED MINIMUM 6" INTO FOOTING MIN. VERTICALS. / 72" INTO SLAB (GROUT ALL CELLS SOLID) #9 VFRTICAI S @ n/n SPACING; TO 12 COURSES: 24"o/c 12 < 13-1/2 COURSES: 16"o/c 61 13-1 /2 < 15 COURSES: 8"o/c 8" CMU; FILL ALL CELLS SOLID. I_ III -II w/ 3,000psi GROUT. - =1 ADD CLEAN FILL AND COMPACT IN 1,2" (MAX.) LIFTS, LAP ALL REINFORCEMENT MINIMUM 40 - DIAMETERS AT ALL JOINTS.- -- (TYP. HORIZONTAL I) - #5 HORIZ. ®EACH REINFORCEMENT): (2) - ---4th COURSE W1.7(MW11) LONGITUDINAL WIRES SPACED @ 16" 0/C. PROVIDE HORIZONTAL — REINFORCEMENT WITHIN 16' OF -- I ! TOP AND BOTTOM OF II MASONRY STEM WALL. = 12 d. X 24"w. 2,500psi CONIC. 1- !--FOOTING w/ (3) #5 REBAR EXCEPT: — {iT-�-STORY WITH BRICK, USE 12"d -i - 0"w. w/ (4) #5. �- 16 10<15 COURSES STEM WALL FOUNDATION ST2 FOR STEM WALLS WITH 10<15 COURSES & GW, GP, ii SW or SP SOILS to 30# PSF LATERAL LOAD 4" CONIC SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL SAW CUT IN 15'x15' GRID, 1' DEEP WHILE CONCRETE IS WORKABLE (WITHIN 12 HRS OF PLACEMENT) - III I IIII-1111= l=1' 1� it I II -�- - I - 1)4 CONT #- I I � = I _ • _-� - � - I I I I III _I � I =IIII I _ III _ -� II IIIIIIIIIIIIIIIII = 'I 6I - _ _ I SLOPED TURNED DOWN EDGE s CONTROL JOINT -FOR CRACK CONTROL 3 FOUNDATION AT S.G.D. sT2 NOT TO SCALE ST2 NOT TO SCALE ST2eNOT T 0 0 SCALE HOLD HDR. BLK. 4" CONIC SLAB W/ 6X6X10/10 WWF TO OUTSIDE OVER 6 MIL VAPOR BARRIER OVER u 1 1/2" CLEAN, WELL COMPACTED, TREATED F LL 4" CONIC SLAB W/ 6X6X10/10 WWF TYP. SLAB OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED FILL 11III—IIII! 1--- =IIII IIII IIII. IIII=IIII=IIII IIII—VIII I I TYPICAL FOOTING - SEE 1 /S IIII— l IIIQR SIZE/REINFORCEMEI III ;III 1111=1111 l i � _• IIII= I I:—IIII= IIII y VARIES ----- --------- MIL - VAPOR BARRIER 5 1I I I I I I I IIII1 -- IIII- I 1 4 CONT.' 8„ s ># 1; ! III _ II—IIII—IIII IIII—IIII III III - c2)#4 CONT. IIII1 I I I=1 I I!� IIII1 111 I1 I I I I I I I IIII —1 I IIII I V I I 1 STORY) 20' 2 STORY) TURNED DOWN EDGE 10 LOAD BEARING STEP DOWN 4 FOUNDATION AT DOOR SILL ( 4 FOUNDATION AT DOOR SILL ST2 NOT TO SCALE sT2 NOT TO SCALE ST2 NOT TO SCALE ST2 NOT TO SCALE I SLOPE GROUT SOLID GRADE AROUND PIPE �- �, I ,I HEADER BLOCK OR FORMED &CAST @STEP DOWN 4" CONIC SLAB W/ 6X6X10/10 WWF I (1)#5 x 2'-0" OVER OVER 6 MIL VAPOR BARRIER OVER CLEA, WELL j 8"x8" CHASE IN VARIES - -------------- TREANED FILL COMPACTED, TERMITE CONIC. BLOCK STEM -�- WALL. - y ABTYP. SLVARIES_ _� i ----- --- Ii I I I ' - -I I - GROUT SOLID- -= TYPICAL FOOTING CLEAN COMPACTED AROUND PIPE SAND FILL SEE 1/ST2T 8" MIN. - DEEPEN =IIII IIII- REIN ORCEMENT IR SIZE/ (I=I I� — _ HICKNESS FOOTING @ CHASEJ711— TYPICAL FOUNDATION ( I • TYPICAL FOOTING I SEE 1/ST2 III=III III=IIII IIII 1 = IIII—III LOCATION AS REQ'D TO --- e FOR SIZE/RLINFORCEMENT = III- IIII= PROVIDE PROPER � I I • 'I FOOTING DEPTH. -Illi I I i I =1ili G NON-LOAD BEARING STEP DOWN =1111= =III= NOT TO SCALE (MAY BE USED AS SUNKEN SHO*ER DETAIL) 5 FOUNDATION W/ UTILITY CHASE 5 FOUNDATION W/ UTILITY CHASE a LOAD BEARING STEP DOWN ST2 ST2 ST2 NOT TO SCALE NOT TO SCALE NOT TO SCALE N N ' I i MONOLITHIC FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS STANDARD FOUNDATION DETAILS THESE DETAILS ARE INTERCHANGEABLE WITH THE THESE DETAILS ARE INTERCHANGEABLE WITH THE Foundation Note: Wood vertical construction shown atop foundation details for clarity. Wood, cmu, icf or other structural vertical construction STEM WALLS FOUNDATION DETAILS. MONOLITHIC FOUNDATION DETAILS acceptable - see ST1 for specifics. - - -1- ---EPDXIED ATR EXPANSION FOOTINGOREDETAIL, CAST MINT 6 PAD PER -TOP OF SLAB JOINT TOP OF POOL TYPICAL FOUNDATION ( ) # HOLD-DOWN DOWELS, PER TYPICAL TYPICAL FOUNDATION L PLANS DECKING EMBEDMENT, CENTER ;4" IN PAD o STRUCTURAL SLOPE - ' - FTN'G. PADS 36"x36" & LARGER TYPICAL FOUNDATION _ = 11 STANDARD _ z GRADE III FOUNDATION 'II POOL TO -� SLOPE u _ CLEAN COMPA -- USE (3) #5 DOWELS. co � q � TYPICAL FOUNDATION II -_ _ - CONT. ! -- _'--- - - - -- - I---, ; ' SEE DETAIL BE CTED REBAR - - - - 1 /ST2 e y DESIGNED ,... �—IIII—IIII -- I ° BY OTHERS. _ SLO E GRADE I � III • AN AND FILL jz COMPACTED _ z GRA )E CONT. REBAR #4 VERTICAL j �1 SLE Q SAND FILL 00 GRADE - ­REBAR PER °-- - -- - _y- SLOPETYPICAL I � II I I FOUNDATION o , w� _ - �_�I , = i - - _.-.. -J a�� • •° • • SEE STRUCTURAL s ��� -DETAIL �;<� a= I II i��Q z��� _ _ REBAR �• W Uj PLANS FOR PAD 0 w a • CONT. FOOTING SIZE, w o J d - Q SEE STRUCTURALV�: LOCATION & o ° a u~ • • • • REBAR SPECS. a 45" • • • • PLANS FOR PAD i PAD BASE EB R SEE STRUCTURAL FOOTING SIZE, W o z ` CLEAN COMPAC ED PER STRUCTURAL PLAN PLANS FOR SIZE, LOCATION & =��naJ \'%'SAND FILL LL" SECTION VIEW LOCATION & PAD BASE REBAR SPEC'S. a 45` • • • \ FACE IE PAD BASE REBAR SPECS. SECTION VIEW PER STRUCTURAL PLAN SEE STRUCTURAL PER STRUCTURAL PLAN CLEAN COMPACTED_ PLANS FOR SIZE, � 1s PAD FOOTING FOR MONO SLAB SAND FILL PAD BASE LocarloN & 1$ FOUNDATION @ POOL 17 PAD FOOTING FOR STEM WALL PER STRUCTURAL PLAN REBAR SPECS. ST2 NOT TO SCALE sT2 NOT To SCALE sT2 FACE VIEW NOT TO SCALE 4" CONIC SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL m tet` 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 - 4The - CASTILLO Group A Florida Corporation Designers Engineers 655o Roosevelt Blvd. Jacksonville, FL 32244 " (904) 772-6ioo FL CoA No. 32137 ' V Q W Z O Q Z O ___I Q� Q I � U W f'— 0 U w D O U O Z CO N w DESIGN RW DRAFT MEB CHECKED EAW SCALE N.T.S. DATE 7.6.2016 JOB NO. - S0.FT. FT. A"\GEN Glynn �G,; ' Prof ?o6 l9gineei� ; = F Lic n No. 1621510 +NVI L"Lf ►� 44 SHEET ST2 4 4 of