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650 Orchid St SFR 2012 plans 284 LF COLLECTOR o 214 LF ALL LATERALS O \ -A ZVic+ -o City of Atlantic Beach i Planning and oning Department + 1 LEANOUT A� / N \++ �- X40---- 1 .a v �� m N�,� ry:?TY. 6 al ifies compliance with applicable V1 U /.- \ G o tf'velo g subdivision and other local land w j a We rfient regulations, but does not constitute x ` �` \ '` ., � , approval for the iss ce of permits. Com liance U o - EpR�Y \ ,\ � with Florida W�IjdCode and all other applicable ►�,�-+ a o 30 0 15 30 15'�RIVATELY MAINTAINED 6" CLEANOUT 0 _, V'jc �bT� \ `' ! local, Sbta& nd Federal permitting requirements w w Q; \ < PRANAGE EASEMENT INV EL = 3.30 j STO�jyy ust b erified by signature of the City of Atlantic a SCALE IN FEET \ QQ' T•)JENT FACILITY TO % !, 'nBuilding ntOfficial prior to the issuance of a w 6 \ Q 6 -BE PRIVAI9ELY MAINTAINED \ 9 \, ApA oved B N w \\\ \ + �` SILT FELE(TYP. N Q1• "7.4 ,'-6'' \ zd m II r��y�c, 6" CLEANOUT I /`� �,-'S '= 4%� ��' \ IVA KMANTANED �\\" \ \;�� _ rn x O \ \ y + INV EL = 3.10-\\\. l N GE ENT \\\ 9 1 \ / �� SEM �� ! \� �(paY# WALE VER NDE�6 AIN PIPE \ \ p0 CL �d FX �\ '�N \\\\, � �+'' _�"" �,�i � � \ ,.\ a •\ \ \ -_ _ -\r----- , , I \ u,\� _ � w � � + l \\\� \ i" + 000 ••mss _ i'-'' -�i� \ \ \ \ \ -----'�" \. `` ---- \� \ �� \\\ Ki a:uo ti00`fr / 'o '' i gR\ \ `� \ \ \' \ \ \ < \� : +�xT p)8 °� .\� ,+y }, 4 ? :x •rte,, :iaa,{' U \ \\\ ` 9.3° v ` \ �. 1-3 o C /�✓, \ 1 + \\\,` \ °� �� 9.3 - _4 �\ �t ao�\ \� < 9.3 \ \ ��;cN"�H ,o x-' ' t e ! \ \ \ x� \p �\ ® o� 9.51 N-Z_��%. 5 10.0 c \\\� i \ O' 1� V a1\ +T`,t• u x E ` U O N 00 <°� •�O \ \ Fwd •\ ��St 5'(�`t• 9'c� ( / •+1 C, �� N N \ N►U`( \ m \ \ \ `� N \ q�1w(�Fq►6 ykc \ u' Ln CP'1 \ /- N� r r CRETEh\� POR-CONE \ e ; CRETE ° �z = N , \\ + 1\\ O o\ \ '+ `b. \ a PORCH v 10.01 PORCH \ W FS N `\\14 I\ �� \oma C131N 1\1 Ott 1 O= <\ \� Ix \ . \ \ iQ.5(f' ' ,.10: 0' 10`tT0 10.80 ° _ :'•.'.. �,q N ..a•S �.-.' T = 20' FRONT BR 3 11 t O \. 20. RL ^20 FR BRL LU 11! 20' FRONT BRL 11,00 ,�$ : -__-_ 20 tK(.. :I-f?L' ' �a. 20' FRONT BRL 'y i N •'� - 9.5 \ '' 9.8 ''�✓' 10.400 ` ♦� .o:' i ° 10.4 a •• ,� .e` qqy '♦ N 0 Cq .. ..p!.; ,.. ,y..we:.;..+;.;.w,..:. ±.!�+r .a:,::v _w000.I+orat .,:'�{ �.i:`o,.. '.ia'7«:',:%i+:.:=r:'::l;s;+'.: �:�T ':rl,e„� ''•cF'_ �..... � '�..” :::¢;" ` -sr_s �e ::a.;t'rt:'.' -t� O U O „, �O/ �� _ cmmceicr.oser x 53.62 wn+ S ©�12'0r7" W 43. 6 — = ——— — ` ` ————— —— ji — o 2'OO N EM TK ARK =_ - - _ - -- ---- - oU - -- _ m nna -- -- ---p---J-----m — — CONCRETE CURB FJ D.Q1TfER _ o _ r, e. concRi�aRe nr�D GUTTER ---------= e -�'�-°m s--. a---- � r- "'" I O R C H I D S T R E E T SILT FENCE(TYP. f �.�.� _-------------� PP � — --------- ----- —=--------- � ✓ AF�rnwv,A{t CEN7E%1HE 1)F PA T n �--- m e --_ :� m - APPR007YATE mIIERLlE OF PAVEl471T m MF AW I t -----8 50' RIGHT OF WAY (PAVEf)) PROVIDE Sk OOTH TRANSITION FOR ei W -- m - ------- 3 FOOT DRIVEWAY FLARE ONTO O � w I ------------- --RAMAN PEAR NLET z W U ------- PP - O O / / ti A A U v� m \1\1 t 1 NOTES f 19 T ( � O R C'�t��� —__—._ 1, SIDEWALK SLOPES AND SURFACES SHALL BE N ACCORDANCE iii III i° wrn1 FLORIDA BUILLTINc ooDE FOR ADA REKLUREMENTS -—--—--—- <_ SHEET 2. CONTRACTOR TO COORDINATE WITH CITY OF ATLANTIC BEACH ti a T II i I� ON SIDEWALK CONSTRUCTION, WATER METER LOCATIONS,AND r' a, SEVER PAVEMENT CUTS 1 17 I) I 1 3. HOUSE LOCATIONS MAY BE ADJUSTED WTHIN THE BUILDING ��1 1 RESTRICTION LINES BY CONTRACTOR AS NEEDED. GARY A.ABBEY,P.E. a, REG.NO.56819 'o a lJ d 284 LF COLLECTOR o 214 LF ALL LATERALS O A 2 � � City of Atlantic Beach p Planning and Zoning Department o A \ This approval verifies compliance with applicab) v zoning, subdivision and other local Ian aW v 1 1 6" CLEA �velopment regulations, but does not constitut 00 INV EL oval for the issuance of permits. Complianc v < ,„' ' F Florida Building Code and all other applicab) p local,Ge e an Federal permitting requirement r�- �Ftb✓'` must r d by signature of the City ofAtlanti 30 0 15 30 Be- riding Official prior to the issuance of - W 15' �RAI�(Y,EMAIEASEMENTNE6” CLEANOUT `'� T' \ \ � 1� c� Ing Permit. ter-, \ < -16 INV EL = 3.30 `TSTORMW Q \ \ ° ZMENT FAE TY TO \ \. �\ Approved By: t SCALE IN FEET '�, BE PRIVATELY MAINTAINED 1 o r W Date: N �..y �—=;� \ o � .C2-17.s3 >n z '` SILT Ff M(]YP. r1 �\�/ 7.4 ,:8'' / � \ \ \ \ \`` < Zd m \u \ 6" CLEANOUT ' I /. � '' ' ¢% ti�� \ VA K MAINTAINED ��\" / \;/�\ rn R INV EL = 3.10 \x �/; _ /'q \ N GE'EASDAENT \ l m p LLJ SUx IN \\\\\ $ WALE VER\UNDE�6RAIN PIPE \ \ b \ �Tyv�%�/ 1CL IIN IN ' \ \� 6: p Lq 01 ` e \ \ Os p a F� �\ oN \\� �+!'' _moi \ \ a \ \ \----- - I \ (11'k (n � �—, IN 0 rrr tEL IN, \ \70P It- OM I LLI \ \ \ <- \o\"� U V r•9Dr D..Tau ). - ''' PR. \ \ \0,A 0 1 �. z \\\ a p \ 1 9.3 sa F"m $6'�\ \ \�� oma \ �0\ 9.3 --\� �\ ao\ Y' 9.3 IN \ \ x \ �,a\. 2 10.0 SX '11 \ 1 IN CIA 9.5 o St�'�A O \ \� u x n \ okP \ <0 30 \ , \ fF.-' a ' \ 0 9�dF /' .. �4 �ar \\\� 3 m \IN V S;t ^A. r 4iA- IN O' ` m v' 9.3 G F 6 \� \IN. N4T IN. \ \ w \ CRETE \ ,� x \\ \% CP, \ f ydl► .�, \ ONCRETE a c7 'e �� �gi\" \o \ a PORgi \ !' \� z z 4 — \ + `�, \ PORCH '�v 10.0; PORCH \ w N \ \ \\1 O 0 0\ 6'X16' •m \ 5 \ \ \ Z.- o 0 Oa ` �' DUMPSTER \� ��� \ PORT- 1 \ \ 11.00 \ PORf-O-LET V \ o ; 1A \PORT-0 I�T \ fa \ \.•\ a'X 0-LE.\ ; 't \ ` w 1 11. 8'X16' \`111 is 111 IN POD \'8A161Q.6a1•_ 4 i o 4 r. p, \ PO' 111 �AL ^20 SFR BR O:FRONj B _ 20 FRO(JT'( L' Se- FRONT BRL o �c Irl L'1 CL 9.5 \ �' 1 r: e; '. 10.4 41 `3 04At-Row mirr �/ ? \\I ———— i <' � 10.4 —— �. , .... _ "!�!j+'.tiM•�..:1''.rii..:'�M�.ti,+ 'ri�'w.}5;: ':..,, .� ...+..� iRW iOMBt 'rte: —'.i" o '.i!�Y,%':s" F'r .a+�s .cis.; . .. +x".•,'. T_��.T .,r�!,iti.' T. �• A - �--r� -_ O \ U Q O S20 200 W.35.i�d C 2:' AND str Arae S �•1rfl W 43. 6 — ——— — e — —— -.w-- — Q — -.. — �.r --- o n y^ s '. ElEVA710N�id ..+ : T .�.: •6 a -__ y - ------ --------- :�-----•-8---- ----y—'- --� — ------------- --- -- 'y cavcx��cures AND cu ——— e ————_ ,am--� O I , L i G' 9.B v $rZ'a fn$ N CONCRETE CURB AND OJTIER . .rl ` 'o "Y•"", LI-- � _�� _�} 0 R C H I D STREET SILT FENCE(TYP• DUMBPSTER _ s ...- A rF'F�warw�cEN,Era,e:OF PAYOR - T-—- -—-—-—-'—- n—-—-—- - m —' _m A v~i _®® L e 50' RIGHT OF WAY (PAVES) ' m �� PAVEMENT c A '�"`� CONSTRUCT DRNEWAY TO BE FLUSH CONSTRUCT DRIVEWAY TO BE FLUSH " t ——��———_ I ——————--———— ———— MBACK OF MIAMI CURB WITH BACK OF MIAMI CURB (TYP.) Z rJi U a — O i� CONSTRUCTION PARIONG WILL BE ALONG ADJACENT ————————_ —-——————— O U STREETS AND CONTRACTOR SFW L REPAIR CONTRACTOR TO CONSTRUCT 4'rn _ ti A A U v� 1 // RIGHT-OF-WAY TO EXISTING CONDIFIM SIDEWALK 0.2' HIGHER THAN THE --------- _L \iii IIS i' ------------------------------------------------- crArcoRB, x�-Dtrnm-By- ----- — j - ,n SHEET o III III j THE CITY OF ATLANTIC BEACH STAFF � Ili III ' a GARY A.ABBEY,P.E. a, REG.NO.56819 'o a lJ GEARING HEIGHT 5GHEDULE 1-11,,8'1}" �SYS } 2q 04-00 t r. O O q C tJ .. jol - GJ02 �� o GJ TO? z u ca n, r `a c: Vii' 6 & T04 z ° nL r 5 `v ft v NOTb5: REF R''I f{!D 91(REGGMMENDATIONS FOR HANDG WSTALLATION AND 7EMPQRARY.1,1111 0 ENGINEERED DRAWW65 FOR PE2MANENT' 3KA11%REQUIRED. ALL i� �E5(INL!JDING TRU55E5 UNDER p} ' 7FRAMING)MUST 3E GOMPi ET�LY _ L KE70R REFER TO DETAIL V105 FOR ALTERNATE DRAGiNG REOUIREMENT5. 5.)ALL VALLEYS ARE TO BE CONVENTIONALLY FRAMED 6Y DUILOER. j T05 16 4.)ALL TRU55E5 ARE DESIGNED FOR 2'm. t MAXIMUM 5PAGIN5.UNLE55 OTHERWI5E NOTED. { 5.)ALL WALLS 5HO'NN ON PLACEMENT PLAN ARE CON51PEREP TO DE LOAD BEARING,UNLE55 OTHERWl5E NOTED. 6.)5Y42 TRU55E5 MJ1,T DE IN5TALLED WITH THE TOP DEIUG UP. 7.)DEAM/HEADERILINTEL(HDR)TO DE FURNISHED DY BUILDER, 0Builders AFirstSource T06 Jacksonville PHONE:1104-772-6100 FAX q04-772-1173 tv �� o! Tampa O PHONE:819-621-8831 FAX:813-623-8956 J05 GJ o O, G o w' Ova 4 Freeport _ I d- PHONE:550-835-4541 FAX:850-855-6855 6 v O 04 BUILDEK: 5 0� t2 n-o7-t2 Deache5 Habitat LLCM AootE55: 2q-04-00 650 Orchid 5t NODEL N'I'm no 4 bedroom 0,IT: no DATE: DRAINDY: 7riT10°I Ro krooeo t: 10/25/12 M5K 446343 M I TH FLATL AFFFOVAL # ' 21 U , 2 — 21 U . 4 WLYLFHAU5H FUPET # ' 1630 , 2 — 100 , 10 n,61 2n0 : I N 446343 r fo bit at. # .. t, 1671 FRANCIS AVENUE I ATLANTICBEACH , F 32233 Beaches (904) 241 -1222 _ 4abitat 3 FAX: (904) 241 -4310 for Humanit0l 1671 FRANCIS AVENUE 1- f ATLANTIC BEACH, FL --- -- - ------ - ---- - --- 32233 (904) 241-1222 BUILDING CODE SUMMARY 4 BEDROOM DETACHED SINGLE FARC. (904) 241-4310 CODE ENFORCEMENT jURI DI TIG CITY OF ATLANTIC BEACH FAMILY HOUS ZONING CODE: THE PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMF 32233 1 OF CHAPTER 656, ZONING CODE FCS RESIDENTIAL DISTRICTS, INCLUDING MAXIMUM � t UVAL COUNTY BUILDING HEIGHT OF THIRTY FIVE FEET (35 ZONING CLASSIFICATION: RG WIND ZONE: 130 MPH (WIND-BORNE DEBRIS) FLORIDA BUILDING CODE - RESIDENTIAL: 2010 EDITION4 BEDROOM r_ �bto, EDITIOFLORIDA BUILDING CODE DRAWING INDEX DETACHED I FLORIDA BUILDING CODE MECHANICAL. 2010 ED1T1O'N _ SINGLE f FLORID.A-IBUILDING BODE - FUEL � GAS . - 01 EDITION TITLE SHEET F VING I E EI TE� FAMILYNAll AL � ETINATIGNAL ELECTRIC , FLORID ► FLRE -PREVENTION CODE: 2007 EDITIONFOUNDATION HOUSEFLRPL - A3- ROOF FLAN AND DETAILS OCCUPANCY CLASSIFICATION : RESIDENTIAL A4- EXTERIOR ELEVATIONS PLAN ORCHID STREETTONSTRU TION TYPE: TYPE V B (WOOD FRAME) ATLANTIC BEACH, FL SPRINKLED: NO ELECTRICAL AND DIAGRAM 32233 FIRE DISTRICT: NO DUIIAL COUNTY BUILDING HEIGHT- APPROXIMATE HEIGHT AFG: 13'-0" _ � -4 1 Y MEAN ROOF HEIGHT: . BUILDING AREA- TITLE SHEET, City of Atlantic Beach Planning and Zoning Department TOTAL AI+ FT■ This approval verifies compliance with applicable INDEX zoning, subdivision and other local land development regulations, but does not constituteDRAWINGS approval for the issuance of permits. Compliance GARAGE: NSA with Florida Building Code and all othecap licable Y 9 p grequirements ENTRY l POR H : 1 S G FT. Beach Building Official prior to the iss ate ofa ocal, State and Federal ermittin must be verified b signature of the Cif of Atlantic GENERAL Building Permit. fiance of a STORAGE- 47 SOFT. Approved By: -L- 4-iac Date: L _ NOTES - r TOTAL UNDER ROOF: 1a 594 Std FT. d F E DATE: 10/12/1 DRAWN BY: JN0 i I j � K 3 A-4 '-4" 29'-4" 29 120-6 * }L( Y4^A I f, ,. 4, „ 9, 8rr BR ? ABL 1 IATI N _ _ 1 Q _ s Beaches 0 (L lj� t w ABV ABOVE A/C EGRESS �, EGRESS _ *t t I a iw ©a H F 30x52 SH AC AIR CONDITIONER CAMP 30x52 SH tJ I D H1� AFF ABOVE FINISHED FLOOs ar - _ 6 -10 Y HDR. _� 6 �-10 �2 HDR.) • i� d- � _ AHU AIR HANI]LI=ft UNIT { ) { %k Alt Habi a a V) CABS CABINETS - CLNG CEILING for Humanity' COL COLUMN DR DOOR STORAGE 1671 FRANCIS AVENUE DW DISHWA51-IER B ED R� #3 ATLANTIC BEACH, FL FLR FLOOR - CLNG 8' CLNG + _ FP FIREPLACE `�' `� GLS GLASS (904) HB HOSE Big � � 9Q4 241-1222 MC MEDICINE CABINET �I '` OWNER SAX: (904) 241-4310 MIR MIRROR MTL METAL V) LO 8' CLNG vi V) r OHC OVERHEAD CABS V) - V) I OPNG OPENINGCc in ' 3,-8" w ' OPT OPTIONAL � '� 5'-2" 4'-8" 4 I t 4 -3 luj C) R&5 CLOTHES ROD and SHELF t1 � � 30/68 £LCC 30/63 V.1) I I REF REFRIGERATOR , PANEL CID so SMOKE DETECTOR �. - ... SGD SLIDING CLASS DOOR 4.068 co SH ( ) ) -I I _ _ — -- _ s 3088 3068 = VOL 2 VOLUMES QUANITY - RScS - R& , j - _ RBcS cam0 R&S WC WATER CLOSET 4068 r) uo CN, WD WOOD x LIf e r ., WH WATER HEATER � � 0. BATH `,. _ U) 8` CLNG ;' x _ X _ VINYL �,� I � c�y BLOCKING NOTES- L t�a -� BEDR 0 'Col 8' CLNG IIS I �MC� 4� 1� , ` Q INSTALL GRAS BAF BLOCKING FOR 171JA1RE GRAB BAR { � I� � htII.RIRQ£Z. INSTALLATION. 2 X 6 BLOCKING TO DE LOCATED AT I I 36" (CENTERED) ABOVE FINISHED FLOOR. � P x -I - r VCA M�IUR - 9P_i Ott Mc T 10 r�$,! r 30/68 CSA" H �2 _ 30/68 8' CLNG 0 t VINYL - BEDROOM co ,. va to _ DETACHED 4 30/58 WH OHC CIHC - s - — -' -- - --- - - FOUNDATION LEGEND. - _.; _ Lf) � ` r---E�.,. I X 2 REF '� _ItI w c 1`0 ,� RANGE T L0 L0 R R 21 2 8., W/ HOOD 35 68 W 1 SINGLE -DRM � 1 oo II �l _ A ST P--OWN OR RECESS IN I � 0 ( I_ LITES 0_, A-�! I _ 4 INDICATESE !' TE SLAB W/ MINIMUM DISTANCE -o 3' CLNG c �) 81' CLNG ' ' °7 FAMILY - -��.�� CCJNCRE _ DENOTED LT I I VINYL y — 3 _ HOUSE SLOPE "® INDICATES SLOPED CONCRETE SLAB Q ITD 20C$ N ►I SLOPE 1/8f, PER FOOT {MIN} (q)SI I: O n t _ e 13, 3,! 3! 7f! 12" BAR 4 -2„ 5,®8„ OVERHANG C 48" AFF BELOWNt SLANOTES' 1650 ORCHID STREET V, DINING `i ATLANTIC BEACH, FL In 1.THE FOUNDATION IS DESIGNED FOR AN ASSUMED � �v LIVING _R�1,1� €i' CLNG � 32233 MINIMUM SOIL BEARING PRESSURE OF 2,500 PSF. IT I �` - - I ! c� 8' CLNG DUVAL COUNTY -rl SHALL BE THE CONTRACTORS RESPONSIBILITY TO � w HLj VERIFY THAT THE SOIL WILL SATISFACTORILY SUSTAIN I _- THIS LC7ADING. ' (2)26x48 SH t 24' 3;000 PSI CONCRETE. SLAB W/ 6x6 10/10 WWM r� 2 FOYER 6'A10 1 2"HDR. OR 4" 3,000 PSI FIBERMESH CONCRETE SLAB OVER 6 A- V L 00 t ML. POLYETHIELf NE VAPOR BARRIER OVER CLEAN, 2 26x48 SH Q .1 0'-(}" ,� COMPACTED, TERMITE TREATED SOIL. 'TYPICAL) LL-to ( ) Ij a 3.VERIFY LOCATION OF ALL INTERIOR LOAD BEARING - _ - PARTITIONS W/ TRUSS ENGINEERING DRAWINGS ANI7 S`_O" 4'-11" 3'-O" 4'- i c> PROVIDE THICKENED SLAB ALL LOCATIONSF . _I 17'-2" I ol 12'-2" �, 4.THE HEIGHT OF AIL STEP-DOWNS SHOWN ON � � I_ 14 -8" 2'-6 12 -2 ay i - . DRAWINGS ARE MINIMUMS AND MAY VARY AT I FOUNDATION -I LO COVERED PORCH _ BUILDERS OPTIONS AS REQUIRED BY SITE rl u CONDITIONS. $' CLNG PLAN - RaML_ _ BEAM ©. BEAM f - 5.VERIFY LOCATION OF ALL WIPING AND CONDUITS = � c�a j REQUIRED BELOW SLAB. (SEE FLOOR PLAN FOR ALL AND,r , „ r1, n 29 -4 PLUMBING FIXTURE LOCATIONS) I9 10 _ G 7$-10" 1 t �0 19�_ 10 10 6X� PT PAST (TYP.) 29•-4" FLOOR 7r1 I PLAN I �?� I i .F FPLAN FIRST FLOOR PLAN DATE: 10/12/12 r� NOTE: City of Atlantic Beach 1 4— NOTE: ROOF TRUSS' ENGINEERING NOT AVAILABLE PRIOR t� DRAWN ALL F• TFRIOR WALLS TO BE 6" Planning and Coning Department D f�A �Y BY TO ISSUANCE OFTHESE CONSTRUCTION DOCUMENTS. VERIFY INTERIOR ROOF•`TRUSS BEARING WITH ROOF TRUSS This approval verifies compliance with applicable ENGINEERING PRODUCED SPECIFICALLY FOR Ti-il5 PROJECT. zoning, subdivision and other local land development regulations, but does not constitute approval for the issuance of permits. Compliance with Florida Building Code and all other applicable local, State and Federal permitting requirements must be verified by signature of the City of Atlantic Beach Building official prior to the issuance of a Building Permit. i Co u v v to men Director Approved By: Date: I �5- 12-176, s R 30 BLOWN INSULATION 16" 12 FIBPRGLASS SHINGLE ``— 4 ROOFING OVER 30# FELT INSULATION BAFFLE BETWEEN /` EACH 'CRUS S AREAS.1R EA HURRICANE CLIP @ EACH TRUSS. Beaches TOTAL LIVING: (4 BFDR�C?hA�} 1355 5Q. FT. 4„ (SEE STRUCTURAL DRAWINGS) — '-4" nF STORAGE 41 SQ. FT. 2x PLATE #2 SYP — --- PORCH 212 SQ. F'I. J Habitat ALUM DRIP EDGE OVER FASCIA TOTAL UNDER ROOF: 1 594 SQ, FT. I Humanity' 1/2" TYPE „G�" I CI 1671 FRANCIS AVENUE GYP BIRD @ CLG ATLANTIC BEACH, FL 32233 1/2" GYP BRI R` f � FULLY VENTED I � I �9Q�� 241 '1222 I FAX: (soy.) 241-4310 VINYL SOFFIT I I R-13 BATT INSUL — a VINYL LAPSIDINGVER HOL1M EWRAP`� I I X II C) II I I � SOFFIT D ETAI E3 I II I � - II 1 - 10 � I IL I FIBERGLASS SHINGLE I I I ROOFING OVER 30# FELT 1 I I I ALUM DMF' EDGE OVER FASCIA I � 2f II PAINTED WOOD TRIM ( I VINYL LAP SIDING I I I I OVER TYVEK I-IOMEWRAP 1 I I � `END TRUSS . . ,.: I i I I BEDROOM _ I I I I I I PITCH PITCH I I DETACHED II , I R„3Q INSULATION *N SOFFIT` UEfAIL SINGLE Z ” Posi [VE AIRSPACE I r _ � E _ GA B LE_ ETA ( � UNDER SPI ATMi dG f - FAMILY- - - �� FRONT DOUBLE 2X6 TOP PLATE 1 --- AT AcLE r I I I I II I HOUSE 2X6 STUDS 0 16 O.C. I W/ R--13 BATT INSULATION STEPS; I. IN WATER 5HEPGING FASHION,.STARTING � I.I 'w L AT THE BASE OF T14E WALL,&WORKING THIE'FACETOF141E'saiaSn#194GhIEWRDrs� WINDOW INSTALLATION (METHOD A-1 ). fes'-��} � `� ( II I WEATHER RESISTANT BARRIER (WRB) APPLIED PRIOR TD THE WINDOW INSTALLATION. 0 2.hf'P4Y SILL FLASHING j r ! jI rC II FLASHING APPLIED QUER THE FACE OF THE MOUNTING FLANGE. 3. APPLY BEAD OF S€NANI AT RACA OF r t r WINDOW FLANGE & 5ET LIINVOW UW(_ FM SEAS. THE WINDD'N FRAME. TO Ur 650 ORCHID STREET HEAD SCREWS TO FAC111TATE 01SPECDON. OPENING. APPLY A)6' NOM. ECTIQN A f! I W PIA, TO THE RACKSIDE T VINYL 11P SIDINLnG OVER �� 4.APPLY BEAD OF SEALANT-AT SIDE (INTERIOR) OF T)E WINOOW THIROLGt1:Yt1NOGvr JAMB !yi � � I I � t ATLANTIC BEACH, FL ' Iii" EAIYVEK hiC?INEWIZAI� , 4.APPLY JAMB FLASHING SLOTS. PRE—PUNCHED HOLES OR BEHIND MOUNTIfvC' ��' z � 32233 JAMBS, Emu a SEALANT DEAD FLANGE, IN LINE mIH ANY S PLAIIGE I §, APPLY DEAD OF 5EPIANT AT HEAD �13yTJ FLAatalt c I I I 7.APPLY HEAP FLASHING APPLY GONE, SEAL 11) THE L i I J Y tllri COUN M r 1 MOUNTING FLANGES AT THE TOP � r S. REMOVE PREVIOUSLY APPLIED rAPE, (HEAD) AND 51IOE5 (JAME15) OF AMC*NG aR0 TO LAY FLAT GV9R HEAD WINDOW Ext,56 seALANr Ar FLASHING. APPLY NEW SHEATHING TAPE IATUBS Fi¢ABOVE THE RO AT -✓— — — — ^- I I I I I OVER DIA 0mAL CUT — SEE DIAGRAM. NEAa E41HEO JAMB FLASHING INTO SEALANT AND FASTEN IN PLACE, (F4A5HIhG GOES OVER SEABEAD BETWEEN SF1s1ANT) MOUHIN AND F I ,MOUNTING FLANGE SFA1AifT SECURE 'NRB AT HEAD I I 2"x6" P.T. BOTTOM PLATE W/ 1/2"x10" ANCHOR BOLT 0 24" O.G. 5. JAMB WISHING •' !`� , !¢ '17 6 I EXTEND JAMB FLASHING TO : FINISHED FLOOR I i ROOF 1 OVERLAP SAL FLASHING. EXTIP-lh JAMS "HING HDABOVE ROUGH P OF'OAT `` PASNING Al HEAD EXTENDS 1" {] a I [� I HEAD. TUCK TOP OF MAP � � \ Er,(ONO J0.1IR FLA519hV. I � r AND DETAILS Fl_ASHIING LINER THE FLAP 4F WRB AT THE HEAD, SEE e I;4ArsRAR1. �:' SEE FOUNDATION ft- INTERIOR fy ,. HEAu,.FLASHING �. DETAILS FOR [ I iN'1°EE�IOa VIEW: EiJB£+J BOTTOM t)f Pri£ HEAD iOr' Lir CORNER OF WTNOOW ACTUAL SIZES _.,_. �. ._ �, ..� .._ ... ...� .,,�� ,. FLASHING AGAINST THE `Y PREMUSLY APPLIED SEALANT (FLASHWG GOES OVER SEALANT). I I MEND HEAD FLASHING DEYOND 1;7- EACH MB FLAS14-h9 FASTEN IN ( i SFdWWT PLACE. 9� NOTE: ALL STRUCTURAL. SIZES TO BE VERIFIED WITH LICENSED CUT LINE t' SILL TUSHING , STRUCTURAL ENGINEER OF RECORD FOR THIS PROJECT. � a THESE WALL SECTIONS SHOWN FOR DESIGN INTENT: SHIM ANV ADJUST WINDOW TQ, /r ACHIM SQUARE. PLUMB, AND LEVEL CONOITM' USE CORROStU`9 s RESISTANT FASTENERS,'FASTEN WALL /�1 (� /^� /1. WtATHER RESISTAh? BARRIER YlINDOWS PER WINOOVf A� � T � � � ( l fMMIUFACIMER ,-R�,/1 Ili lJJIll1llAT A 45 DECREE ANGLE: _ F PLAIN L'AREitlLLY L'aJT THE LIAeSRIEft ON .. DATE: 10/12/12 DIAGONAL, GFMLY RAISE THE 72 7 12 71 71 ION'EDGE Of EHE BAFTRNi IFP 2 DRAWN B J N O CEN TAPE THE TH TEE COOR WR AND 3 4 r— 1 0 1 --� 1 � I City Of Atlantic Beach CENTER TO THE EkTERIOFi WRB F;rr n�,c and Zoning Department SURFACE A8LYvL This approval verifies Compliance with applicable zoning, subdivision and other local r development regulations, but does not constitute approval for the issuance of permits. Compliance with Florida Building Code and all other applicable local, State and Federal permitting requirements must be verified by signature of the City of Atlantic Beach Building official prior to the issuance of a Building Permit, Approved By: Date: r—Ir--T— F — ! ! I I I i--1"— t r— f1 T._L ± ' -I .t��L� I I I ,.-��-L I i t i i f i f � T'�!_c L t-, -' I--r �--i---T-'F. t t 1 i I i `t—i.. T—�_F—T•��' i 1 f f f r i i f e r r "_ f-. f 1 1 r f f f f�T�—f f—f'— t 1 , r.. ��- __---- =� Habl*tat 1 Ui I __ +fir H1�C�anit o ---- --- ------------ 707' I~I�ANC# AVENUE — _ ATLANTIC BEACH, Ei*L 32233 (904) 241-1222 1": (904) 24'1-4310 SIDE ELEVATION 1 4 1 , I 17'-6" MAX GABLE (10%) 12 1 FIARDIBOARD TRIM _ �- 30 YEAR ARCHITECTURAL SHINGLES " ! ! I ! _-T�r-" I -,r -r'--T— __I r — -r� SARI NG BEARING r �---r - - rt-- 1 -T--r-r- r--r r--r h" COLUMN TRIM fi" WINDOW TRIM — � TAPERED COLUMN � _ - ----�---- I r f VINYL VERT. SI�ING� DETACHED BEDROOM E - �IJ �I _ __ - 4" BASE TRIM------' _ ..- I ! `�, 16 SQ: BASE �� ; n v - I 1 - -hill - w/ HORIZONTAL � � _. VINYL SIDING < �� _ i( Jll _I �l �� I � I I 4 -G, FIN15H FLR - SINGLE ------ ----- — FINISH FLR � �}"r,.C:., - i FAMILY F Ru" B E L EVAT 1 NELEVATIONHOUSE EA _ 4 1 a � 1 4 650 ORCHID STREET ATLANTIC BEACH, FL _ 32233 r--1- r-r-T-r- r-�-r -r- -r--T - , -�- r- COUNTY �'._ _—r_ -F--- -r--F— —_r- — r�ra -F--T C —t— tom_ — —i—t—T—r 30 YEAR ARCHITEC,rURAL SHINGLES ��! r-- � - �� , -- �_��- �-- --- r � r-- - -'r_: I '�- s 12 f i F— I T-- ? 1 — —l—�L— — —_ I--r—, F�r-`�rZ�r�-.rsrT-_-`!-`[_` t— � Lt-�S1-Zr�t--CrZ�r- BEARING r—r — �—> T------r----;-- —t—-- VINYL SIDING •-::. - ---- � f i - fI EXTERIOR I - f lI -- - ELEVATIONS FINISH FLR - Y S I D E E L EVAT 1 4 1 /4 1 — 0 City of Atlantic Beach Planning and Zoning Department This approval verifies compliance with applicable DATE, 10/12/12 zoning, subdivision and other local land DRAWN B 1 . JNO development regulations, but does not constitute '�f�( approval for the issuance of permits. Compliance with Florida Building Code and all other applicable local, State and Federal permitting requirements must be verified by signature of the City of Atlantic Beach Building official prior to the issuance of a Building Permit. Approved By: C y ev mens ec or Date: c�I�. 12.- X76--2 ,a A . I I I I � , � , � , i I ,I I - i� I I I �� ?-, --------__ - � I This,docurnent,along,withassociated ---.--.--- doauments,is an instrurnardofa=rs; I : GENERAL NOTES: SPECIFICATIONS: (continued) 1, I 'SeNice and are the&sicaf and i liectual ; I 11,EZ . 11 . go astilo Group,In-- a � r,cr=he I I F, � den ' .firm.ana,the i . ,pr9. ct engineer lde=='eirl6gin.Arevocable OTHERFIZAAENG i F-1 111� I � e � ,CODES & DESIGN STANDARDS: DESIGN LOADS: I Ccensei as'been granted to.thevserltlie � I.All notes,drawings,details,-tables,references and specifications depicted-within these engineering documents shall be reviewed'by the,olient and each material'and/or � 11 ­ - ��/,���/,�,,�/"�-.'/Z//,/ I 1/'X1/'.,, /i � �i s n or-entity Identified below),to use the � - =r � service contributor prior to initialing construction�of the structure depicted herein�ox providing laborandlormaterialsforthe same. Labor and/orinaterials shall only be �-,-,"/,­,�/�',��,�,, ru nt . , � , f service depmed viltrign thisand � - I - I ') - -, - , -1 �11�1,1�',�,_�/�� � "­­��/,/' �� 11 I YP lumber w/maximum 19%moisture content Il" ",,-"�,1,"1 I .,"/1�,//'�"/I��,/ �"", associ " 1.All structural(dinlensionallsolid-sawn)framing members,except as noted or specified otherwise,shall be#2 S ME �1"I I '' ",�,� I ated documents Me on, .to furnished by those persons and/or entities with a thorough understanding of the-notes,drawings,details,tables�references and specifications depicted herein,as well as a Florida Building Code-Residential 2010 ROOFS I ,"/,� I ,", I �, construct the buildin �.].. or.. ies C - .1, I Y, thorough knowledge of applicable construction and safety practices.required to execute a design such as the one depicted herein. I %­/-// , '�. � /1 I :" �"/ detailed.here-inandonyitthes ic.locatio , , , Florida Building Code 2010(as applicable) LIVE LOAD 2 0#14 ,I"", identified below. Re-use,user:"alocaffion 2.All engineered wood beams shall be Trus Joist/1-Level/Weyerhaeuser brand Microllami LVL 1.9E,or equivalent,except as noted otherwise,and shall be installed in "..,­"'." ,/", __ / other that the one described herein andlur , ''I , ,�� ,,, ,,,,� "�, , , , 11�,I I ' DEAD LOADISI-IINGLES 74/sf . , ,, /_�, "I,. �./., ation or of any �",, I ZCJ24E"I" 11 ��,',,, TPsy,pl,ri Or e ement herein is a vio accordance-with the manufacturer's.specificatiorts,instructions and directions- /,1: �I ,1�I" ng,duTlic. -modification , � ,,"I 11 , //, , . " .," ..1,/ "I',� ,;, �A � 11an or I ,I � ,/I,,,,, ,, ,� ,, ,_ ,� - 2. These engineering documents have been prepared at the client's request to ensure the structure depicted herein is in complianciewith Sections 1603 through 1607,1609 ASCE 7-10 DEAD LOADITILE 20#/sf ,,�/,_11� , I 11 federa intellectual cogynight laws andfor state I/,/ //,,� /'� �_, , I and 1610 of the Florida Building Code,and/or Sections.R301.1 (excluding"flood"design,unless specifically noted within these documents),R301.1.33 and R301.2.1-4 3.All engineered wood posts or columris shall be Trus Joi,AA-Level/Weyerliaeuser brand TimberStrand LSL 13E or Parallarn PSL 1.8E solid members,as specified,or NDS-05 DURATIONFAcToR 1.25 " I ,I ,",I I , I I I�,// administractivecode, DardofEngigeersTules, � I I I �"I ,�/" I � ,/ f ��',I "�,� " , , / I/-�- etc.and is punishable by fine,imprisonrient - ,� , "­" , "",� , 1, . �, , ,/ , and/of ficenselauthorizabon i evocation.Upon along with Tables R301-5,R301.6 and R301.7 of the Florida Building Code-Residential. The engincer's scope of work is limited to only providing the necessary analysis, TPI 1-07 FLOORS ",/"; " " _­,�'�',',,�,'/'­'/" '--,--1 /1 1, 1, ievocation of license for cause,ay persiciri or equivalent,except as noted. Vertical post or colu.=3 specified On the framing plans and/or details as engineered wood may not be built-up or pieced together to form M '��`"�,,, � .,.� -,, " ,,',/._,�, I ,/ i drawings,details,and.specificatio.ns,commonly,,rcquired to depict the construction necessaryto conforinto or,with the structural loading requirements as outlined in ithe ACI 318-05 ,LIVE LOAD 4VNsf Z,",'1� 14 1 1 "'�."-,�",/- , � - //,�, / ";/"�,, I- ,f-an arigin2i or eqpled I Z I , I_--1�, 1,1/ �,�- irip" "", at�, ,�I = � " -r.1 _�,�Z�./_ ���"//"�11 entity. e oCU /11 11 -_ " ,z�/.' '.'­,_ d thes I 0 /� - , -I",,,, , ,,. , ZON,E 9" �' it)snail return all , pedified dimensions,they must be solid,one-pli ce members. Post or coluarris specified within these construction documents as dimensional/solid-sawn members- I- -,11 , "", �//�_/­ ­,­ " "/, Wersion rnerql�� aforementioned sections of the code and specifically excludes Other elements�of,astructurad nature as,well as-all elements of a non-structural-nature. Additionally,the 1. e WF CM-�01 DEAD LOAD I 2#1sf(Jachiclinf Clri'g Below) , �_ lversions�IoThe Castif to Group,11ric. i.e.4x4,4x6,6x6,etc.. -may be-replaced by-a similar-sizeid t(e_g. a 5.25"x 5-25"EWP in lieu of a 6x6 SYP)engineered wood post without additional analysis or ,0 ,/�1 I","- , , I r ,���,�" . ,, ,-�, , �1,� ;�l I" I',; 1-1- , �,/_".1 I�Z_/_/ ..- � �C, - ,� , _­­ ",- ,�,/,��,., /, immediately and cease any and all engineer's,scope of work specifically excludes engineering functions delegated to others Ji.e.roof and/or floor truss design,engineered wood productsdesign(except EWP � DURATION FACTOR 1.00 � M 1,"' Z -11) , - 11,/, "� ,,,, " :/ documentation required by the engineer. �"� ,�,�,,,, '1� �. construction Landlor use associatedwith , 0 1 1 Ili ,�,� "',,X I ,.� ��.// -ent - ,'. I­ I, I, ,,,/,�, . I ,./ document,§..Use.of this docun specified herein),etc-] as well as other dis6iphnes of engineering-i.e.mechanical,electrical,plumbing,geotecbrileal,environmental,site(including drainagel etc. And., DESIGN CRITERIA: CEILINGS)ATTICS I ",,':I .1 ` I � . "I I ,I/1�1 ,acknowi=agreement t:)the $ 1_�,,�! /, ,,,, I�,,, I/ 1, � I -the engineel's scope.of work specifically excludes desi gn elements of�anarchitectural ormon-structural,nature,incl Liding but not hunted to egress and,life saf�ly;m,oisture LIVE L OADINO STORAGE I0#1sf(Non-conqurrent�) �,� 1.,�,�, I aforementioned terrm.and conditions. . , I ' 4.All nailing shall be with"'common"nails�,except as othenvisenoted. .All nailing not otherwise specified within these engineered documents,shall be as specified by I , " I /I �,,,/" I/,�, ,/;, I .. ,"i I ""! "_�� ,�,� ",". , � protection,infiltration and/orxesistance,resistance to wood destro " ("WDO"),fire�fesistance energy efficiency,etc- The en BUILDING TYPE ENCLOSED t - I � , /;, �" I z � �, I ,ying organisms, ,; 1 gineer further warrants that the ified and,glue or other adhesives shall not be used J placeofnails LIVELOAD\v/STORAGE 20#/sf kuOnculren) I , , "," � ,,/. �/", 1'�--I , ,_ Y I .1 � I- ," .se docurn 11 �...� '.,Z/,d/ I'I.- "..1, � �DESIGN MEB I, - the-applicable code referenced herein. All envelope sheathing Shall be nailed and/or screwed as speci in ."'I'_1", `.�,,,7, ,��, ... ��,,.�, structure depicted within the ents,to the best of his or her-knowledge,complies with the applicable portions of the aforementioned sections of the code and makes BASIC WIND SPEED 130 mph(3 see. gust) DEADLOAD 541sf 1 I� '11/11, ,� -1 ../� , .�,� ,/ - or screws_ I ..� - , 1, /11 I 1� . ,,, "Ill 11";i, //'. I /' ,,. ,/�_ � ie EXPSOUIRE CATEGORY C i , I "I , ..-,_",4 �// " , no other claims,warranties or guarantees relative to these documents with regard to their fitness for any purpose- Any data included within these docun ,rits that address WIND , " I " //./ 11 �, I., , " " I" , ,/I .. ,'. I I, / I/// = DRAFT CEG elements beyond the specific confines of the aforementioned code sections,md stated limitations is purely incidental to the engineer's scope of work and shah be BUILDING CATEGORY 11 LOADING PER TABLES �, I �-I 11 -/� I AD �11", /. � /­,I�� I '-� , 1�_, I _/', - , / '' � � if J ,,, ,,/ 1 5.All engineered components,including roof trusses,floor trusses,1 'oist,etc.,shall be mistalledmi accordance with the inn rufacturer's sTecifications,instructions and ,/. - ,"" I -i-e. owner, _r,and/or building official,midividuall and collectively-to design,account for or Otherwise ven y as +0.18/-0.18 DURATIONFACTOR L60 ""�.:, "" "/ CHECKED LAP responsibility of the appropriate entity architect,contracto, y INTERNAL PRESSURE Coef. I I ,11. �/" directions. I",I� . / - ZC94E ,/ I , /,/, "� .1" , appropriate for the intended purpose. SlESMIC N/A 1,", //� , I � ,,,"" I ,", I - I'— , ,"� , I/� ,'� - � �_ . I I , � SCALE N/A , . 6-All sheathing shall be either APA-or TECO-rated,Eposure 1,PSUPS2(Structural I rated sheathing NOT required except when specifically identified as such)- 1 7 , /, ..� ''. �� - The structure depicted within these engineerin documents,unless.specifically noted herein as othen,vise,has not been designed toyesist flooding or the associated effects , _/A �'/� "","',-// : , ��"". -1 ­ " . � _31. 1 9 be solidly ­, 1// ,,,�,/"�"/,",/,'//, _" 11 I , t"k, ,//�',, - � DATE 11.01.2012 �. ,Sheathing may be,either 10SB�or plywood,unless specifiedas one orthe other ontheframing plans and/ordetails. All panel edges of wall sheatbingshall I I C -, , thereof. It is,the responsibility of others-i-e.owner,architeell contractor,site.developer and/or building official,individually and collectively-to establish the ininitrium blocked. Use of"'ply clips"or siniilar edgesupport is required,at Unsupported panel edges of roof Sheathing 7/16" thick-when supports are spaced at greaterthan 16"o/e. I " I ZONE 9"-C09LNMR � 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 I I Useof"'plych "'or Similar edge support isrequi,tvdat unsupported panel edges of roof sheathing less than 23/32"thick,when supporting tile roofs. Use of"ply clips" I �f 4 :ZOKB(S),TYPICAL I the minimum prescribed by FENLk as prescribedby FEMA arid enhanced by the local controlling,authority,or as prescribed by thecommunity engineering and,approved 1ps JOBNO. 122-181 I by the local controlling-authority.. Furtherniore,the-structure depietedherein shall not be coristracted,on-a Site meeting the criteria I-or or,otherwise identified as a floocizone, 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. Floorsheathing shall not be less,than 23/32"thick,with all panel edges supported(tongue&.grove orblocked). ,Some 1 ;�SQFT. - iig documents specifically indicate the design(s�)depictedherein areresistant,to the� otential effects of V-dass flood zones. ROOF PLANNIEW I ZONE"I"-INTERIGRZONE(S) i .­_­----------------- "V",unless these engineem p design loads require thicker panels,see sheathing specificationsfor specific rninimi im panel thicknesses,required span ratings and fastening information. 1:1 � REV DESMI"TION E I uments has/have been prepared in accordance with the applicable laws,codes,s _] -2"-ENDIEDGE ZONaS) landards,rules,etc.,(referenced �� 4. The design(s)depicted within these engineering doe - Z ONE herein)as interpreted and enforced by local authorities having jurisdiction and,further,the engineer is-not aware of any errors or omissions contained within the design(s) 7-At exterior walls clad with a stucco or an applied-stone veneer finish,the APA(%N,w-,�v-apaivood-org).reco,ttittiends the use of either 15/32"thick,32116 span-rated "EZ" DAIENSION: /11 I . ,v co s, � Ill an Iti J 1. .sheathing(Exposure 1,PSI/PS2)or 7116" thick,24/16 span-rated Structural I ratedsheathing when the sheathing is installed Nii-dia vertical orientation(Iong axis I - or documents,nor of any inconsistencies between the design(s)and documents and the applicable la.vs, cle et aL However,sho d y po on of these engineering V ZONE-3--CORNER ZONE(S) 1. - parallel to the studs)on the wall(s-ee Technical Bulletin'TB-202 for additional ii irriation). 'The discretion to enforce the aforementioned recommenclationis at the sole ** 31-0tv ** � -t_ 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 discretion of the local Building Official.Do NOT usesheathing that does not collfbiln to the aforementioned recommendation unless you have FIRST verified the L.--.--- 0 1 2 - the client-unless the error or omission arose from flawed,incomplete or ambiguous clata provided to the engineer,which will result in additional fees due to the engineer V -A � for the additional services provided- The engineer will Hot be liable for any increase in material and/or labor costs anising from the revision,correction or update to the suitability of the nonconforming materials with the Building Official havigjurisdiction over the project. Failure to do so mayliesult in the need to significantly enhance 1 3 - . the construction,of the,exterior walls. . engineering documents or addendum thereto. ; I 1 4 1- 5. These engineering documents may be used one-time-only,aud onlyat the specificsite or location identified herein. 'The clesiga(s)depicted herein may not be used to 8.Metalconnectors shall be Simpson brand hardware,as specified herein,and shall be installed in,accordance with the manufacturer's specifications,instructionsand I "I'll, -_ execute(,a)subsequent structure(s)or elements therecif,nor-Shall the design(s)be executed at a location other than the one Site or location specified hereirt. directions. Alternates to the specified Simpson connectors may be-used,provided that the alternate connectors meet or exceed the specifications ofthe connector(s�) The specified and have appropriate product approval and instaUation instructionsand directions. � ':��:,, "' ; -----_-____L7�_,­11 Ar-11 A &711 I�� /i I Ir T 0 i'� A !., ,,-: 6-U se of these documents for,any, purpose constitutes theunderstandmig and acceptance of the terms and conditions outlined herein. , . '� 111� J %_An0T11JE , , , /: '" 7- Verify structure orientation with architectural dra-Mings and site plan or survey before commencing construction Do not commence construction ifacoriflictispresent. FOUNDATIONS,CONCRETE&MASONRY ", I I I I -91% iZ:rZ`--- " - A� - ithin these engineering documents has been completed in accordance with recognized staildards,recommended soil design ,'I I - �, 8-Any discrepancies between these engineering documents and the architectural drawings,site plan,survey and/or other data or infbamationslW1 be reported to the L The foundation design(s)depicted w I Um.,­�, engineer before the commencement of construction and no construction shall proceed until the discrepancies are resolved. Should discrepancies be discovered during parameters and accepted engineering desip procedures arid is based upon the best information available at the time of their preparation. The design(s)depicted herein 11� D e s i g n e r s I,- r-;�-- i - , construction,construction should cease until such time as the discrepancies have been resolved- is/are intended to minimize differential movement resulting from the heaving of expansive soils and/or Settling of subsurface soils, It must berecognized that the ,. i_�� Engineers �. foundation components will experience movement throughout the useable life of the structure- Subsequent owners and/or occupants of the structure shall be apprised of , I I ��­- - 11 . .--- - ._`� , :, I '--e- the soil-conditions present and be advised to maintain goadpractice'in the future-with respect to surface andsubsufface drainage,maintenance,the construction of V, , ,6s5o Roosevelt Blvd. -. 9. 'These engineering documents have been� ared consistentwith the awhitectural dra-vVings,and details provided by others-that*include dimensions,opening locations .1 11 � ��_­:.,�, � �, ,/i I Jack--v-We,EL32244 ­.,_1-�., I ! ; , .. prep 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-ffect future - k .__-, : � . I _4 - and other specific information-which hasbeenreplicated into these engineering documents. 'The engineer is not responsible for the accuracy of the-replicated information I .1 �(904')7.722-6too ­�__- . ,_---n,1 performance,. 11 I,1 EL C wk No.a go-t5 �, ,� , - or for clairns alising from Lbeuse thereof. ; 11 I - ." . I I I I I � , 1./,­�",­�, I>, �� �11" I ��. well drained buildingsife featuring � . � "i 2. The foundation des�i s)depicted-within these engineering documents has/have been prepared based on a relatively flat,� I ;, "; ,,, I I 10. ,Unless specifically depicted-vvithin these engineering documents,the eri&eer has not been inade aware of-nor accounted for other components,elements or systems 911( " p U� exclusivelynon-expansive soil with anallowable soilbearin capacity of-not less than.2,000#/sf anda design lateral load(at-rest pressure)of 604/sl7perfoot of depth i 'that may be intended by others-and could affect the performance and/or serviceability of the struCtUredepicted herein. I g i/, �i V� t'-� : :14 with a level back slope- Should site conditions be adverse to-or otherwise inconsistent with the aforementioned parameters,construction shall cease immediately and 1 . I r the engineer shall be promptlynotified of the conditions and no further construction shall occur until the engineer has provided additional'direction. I I I 1. These engineering documents should never be scaled. Wall fTamingshould be based on the stud table(s),specifications and/or the relevant notesprovided herein. Wall I C) V �, framingshall 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. r� 3.Backfill should not be placed adjacent to the foundation WaHS Until the walls have cured adequately to provide sufficient streligth and have been anchored to the floor I .. I E__� system above or otherwise properly braced or shored to prevent damage to the wall. I - __ �-� 1 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, i - �:) , 4.Referto the Geolechnical Engineer's reportforall soil.and/or Site preparation requirements.necessary to achieve the required Minimum.2,000#/sf soil bearing 4 - 1, IZ � � studsJoists,rafters,sheatbing,footings,reinforcing,connectors,fasteners,etc. This information supersedes information of-a Similar nature that may be Shown on,the I � _ I , capacity. Inthe absence of a geotechnical engineet's reporl�the site and soil shall be prepared to the satisfaction of the Building Official. I ­.. .. . I ,associated architectural drawings. Addittionall fliesize,grade,species,:quantity,-strength,etc.4 the structural elements.specified,herein may be exceeded or enhanced, 4 ; y, A I � within reason,at the discretion of the user without additionall-eview oranalysis by the engineer,unless.specifically prohibited by the engineer. . - I 0 5-All foundation pads depicted-,vithin these engineering documents shall be formed to the dimensions as indicated and substantially centered beneath the-associated __� FLOOR PLANNIJEW I I I column or-wall,Unless indicated otherwise. � i I I U . 13. These engineering documents include multiple pligeswith,cross-ref'cences. Allpages ofthe engineeringdocuments should be-reviewed and understood before,using F1 1r\ I � I ZONE i�4"-1;N1E,PJORZ,ONE �_ thedocuments for any purpose.. If�(a)pagc(s)bf the engineering docurnents is/are missin illegible orothenvise Unusable,obtain complete and legible documents before - �"_F.Tl DAIENSION: . I (S) I . �:) V) , -_ � I proceeding with intended use. 19, 6. The location of steps,jogs and top-of-wall arid/or top-�of Slab elevations are critical'to foundation performance- While the location of those steps,jogs and elevation - 177__1_1 I I � 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 I 1� ** 31-011 ** U ZONE"Y-ENI),EDGEZONE(S) Z . - 14-It is the intent of the engineer that the structure depicted within these engineering documents be executed in confbintance with all requirements ofthe authorities having during actual construction The design(s)depicted herein can only address the proper foundation configuration as Specifically depicted herein and could require I I I 1 C�3 (:) additional analysisand effort should field revisions merit I r ) �_� jurisdiction over the construction and/or occupancy depicted herein. All contractors-including materials and/orlabor contributors-are-responsible for the means and 1� N.,of methods of constructing the structure depicted herein and Shall perform their respective functions in conformance with all applicable laws,rules,regulations,codes and i__� V 7-Extreme care should be used throughout the construction process to prevent the movement of retaining and/or foundation walls until the completion ofthe structural I,­-�­ � MAX. ON-CENTER STUD SPACING (in INCHES) ,rh 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 .system. It is thesole responsibility of the contractor(s)and labor contributors executing the design(s)depicted within these engineering documents to adequately shore I � approved,and c)(an),appropriate permit(s)has/have been issued to execute the design(s)depicted herein by the appropriatecontrolling authorit ,Ces) r d gnee(s) , = -t� - `y � o their esi . the walls throu ­ - .END-ZONE/INTERtOR ZONE: ,r ) , Uliho�� 9)iesponsible for the ghout theconstruction process to maintain Iht integrity of the design,(s). A \ Un 1�./ Furthermore,all construction arisilig from the desigtl(s�)depicted within these engineering�documeirts shall be inspected as required by the-a I - � W - )� . , -1 tm 130/C F L E X I B,LE F I N I S HE S (NOT-STU!�D� � . I I issuance of any pernalt(s)and shall pass each required inspection before the consr,truction progresses further. No Certificate of Occupancy(or Similar statement of - - , � I I 1. 1vJn.Rf.l1L <30' � I --- p��, 14� 4� -&"a� - � I S. 'rhebuilding,��ite4iall,,becleoxedof all top soitand organic matter beneath the plannedstructure location,as wellas for an additional five feet or more beyond the 1�� f '2x4 � 2xs 2XI0 . completion)shallbe issued for the structure depicted within,these engineering documents,nor shall the structure be occupied or otherwise used for any pwpci0mffii­Stii:h�� 1 1 OEM, ,3X6 �;.z� ­' ' . I perimeterthereof Unless otherwise indicated,all footings and Rat concreteshall bear upon rion-orgartic, undisturbedsoils compacted t&a density of not less than 95% - �.�11, FINISH 11 94 �� � :time as theauthorily(ies) ,vin e issafe,Sbm-d and in compliance%vith all 11- " - I I I � ha gjurisdiction over the construction-and/or,occupancy of said structure have confirmed-the structur . PLATE HEIGHr� 42 SP,r ; W2 SYP 43 SPF � #21 SPF I 42,sYP W2:S1? #2S-fP . 1. � " of Modified Proctor Maximum.Dry Density�(ASTM D1557)for a depth of not less than two feel,(24 inches)below the bottom of the footing or slab,Or,-upon clean I � t(NOMINAL) I � I u I V\ :applicable laws,rules,codes,etc.,and consistent With the drawings.,details,tables,references-and SPF�ifications depicted within these,engineering documents. -Ili the compaction 91 I ,� �:) ,W, t ,­- I - GW-,GP�,,SW-,and/orSP-class fills with erials removed. FRI as required,shall beplaced-atop rion-arganic,undisturbed soils,(w, I . I . 1 ,11 . : �- any organic mat " , I 1 24"124" ! 24"/24" � .24"124" � 24'724- : 24-124" � 24"/24" ! 24"/24" � I I - _,";_ I thereof verified as previously referenced)and added in one foot(I 2 inch,)lifts and each lift shall be compacted to a density of not less than 95%ofModified Proctor � 24" -- CA 15.It is the sole responsibility of the cantractor(s),andlabor contributors exe W- ting the desh, s)depicted within these engineering documents tQ del6hnTe the proper � i, so 24"/ 24"/24" � 24"/24" 24"t24" 24"/24" 24'/24" 24'724" . P-� 1:111( I - . ither a geotechnical engineering report specific to the I " . I . � MaximumDry Density(ASTMD1557). These minimum specifications may be exceeded or superseded by ci V ,�,�� 10, 12"/16" 12"/16" 24"/24" 24"/24" E_,� 0 En erection procedures and sequences required to insure the safety of those providing the labor and materials necessary to execute,thexLesigns,-as well as insure the soundness �14,�. 274'724" i 24"/24 24-724" 1 1 1 . I � building site or at the direction of the Building OfficiaL as deemed necessary to achieve theininimum required(2,000#14)soil bearing capacity,but inno,case shall the ,4k,r,­­,11 ill 10"/12" 10"112" I 24"124" 24"/24" 24"/24" 24"/24" 24"/24" of the structure and its sub-clements aildlor components throughout the construction process- Furthermore,it is the sole'responsibility of the contractor(s�arid labor site be prepared to a lesser degree than that wbichis outlined herein. ......1,_��*&,v - - structure during the constmetion process,until such time _� i� 12' 6-i/8" 8'712- 24'/24- 2,1"/24- 24"'/24- 24-/24- 24-/24- contributors to provide appropriate and adequate temporary bracing necessary to maintain a safe,plumb and level , .i. _�- � U� ,,,--- 11'' ,� 14' N-P. N.P. 12'/16- 1 24"/24- 24'/24" 24-/24" 24"/24" 1 as all of the structural elements and components depicted within these documents areprOperly installed,inspected and approved. Bracing shoi throughout these -1� 11 . -_____-- W W lituted for the aforementioned temporary bracing 9.All concrete slabs on gradeshall be noless than the thickness indicated on the drawings(no less than 4"nominal thickness in any instance)andbeplaced atop . IG NY_ NY_- 12"/16" 16(16" 16'724� 24"/24" 24"/24" - engineering documents is permanent bracing and should not be confused with or subs 0, (minimum) I Onfilpolyiethylene(visqueen)barrier installed in accordance with applicable codesandstandards. Slabs shall be xeinforced with either 6x6 Wl_.4xIA 1 18.51 N.P. I N:P. '! 8-78" 1 VY12" I 12'712" 1 24-724" 1 24"/24'. � � �. , I .-� - ___- . I 1 116. Yet-to-be-installed building materials-such as gypsum board.('U,ry,iya:Il")and roof shingles or tiles-placed on the lloor(�)arrooffs)cifthe structure depicted within WWM,I-appednotless than,8"at edges/ends.,in conforinance with ASTM A-1 9-5,or Filer�Mesh reinforcement shall be used with minimum 2"fiber length at a rate of I ; -7 : : ,O ,I.- to - 193, NY. ! NY. , 1811/191, , is,!/811 i '8171211 � ,� - , , . � ! i ! . 24�/24' 24"/24" A I . , lb.per cubic yard of concrete,complying with ASTM C-1 1 16. 1 1 1 sys,, C)4 Z distributed over an expansivearea so that the weight of tile uninstalled materials does noi-exceed the allowable live loads of 20-5' NY. � ,NY. � 678" I '911/9.1 ! I these engineering documents,shall be evenly - � 16-724" ;:,I .24"/24" I I thefloororroof Unless indicated Otherwise withinfliese documents,,40#/sf for floors and 20#/sf for roofs. COMPONENT & CLADDING PRESSURES (in psf)-Vsd or "ALLOWABLE: - 213' N.P. ' NY_ � 676" -� 6`18" f :8-78" � 16"/16" 'I W/24" U f� 110.Minimum compressive strength of all concrete used for foundations,slabs,etc. shall be 2,500psi at.28 days. � 22.51 NY. � � I W1111D 130/,C� ROOFS(all values negative-iie."UPLIFT") WALL S(inct.Windo,vvs&D=s) I N-P. 1 V76" 1 W'/8" 1 161716" I 24",/2,4" 1 ,C) �.4'1 IT All materials.specified within these engineering documents Shall be installed properly,in a workman-like mannerand-in accordance,with the directions and instructions PITCH >6/12 i I 11-t � , J I -essive strength of not less - ' 1 ZOI'm�11 I, � ENDZONES J �JNTERIORZONES I �-4 -oval documenL I I.Where indicated,cores or cells of block masonry(CMU)Shall be filled with coarse grout or pea gravel concrete with a miniaturn compi MiLlUEL <3(Y ZONE-3- ZONE"2� OVE OVERHANG - I � __� provided by the manufacturer,or as otherwise indicated by the code or associated product appi than 3,000psi at 28 days. AREA(-sqJL) CORNERS ENDEDGE INIERIOR COMG 11-i-TIMOR NEGATIVE POSITIVE I NEGAUVE PbSITIXT, I r � i <10 -28.78 -28-78 -24.61 -4132 -32.96 24.61 -2A70 �1 24-61 1 -CENTER STUD SPACING(in INCHES) -e� ,9 18. These engineering documents have been prepared using the version of theFloricla Building Code and/orFlorida Building Code-Residential(along with the associated __- ' MAX. ON I (::) k�_ standards and design methodologies referenced thereirl)applicable at the time of the preparation of the documents. As the applicable code,standards andinethodologies are 12.Reinforcement shall be detailed in accordance with ACI 315,Detailing Mmual. Minimum concrete cover for all reinforcing shall be as follows- 20 -27.53 -27-53 -23-96 -40-46 1 -40i.46 -30.87 23-57 -w��66 ��3_57 > W __ - 2-86 -2 5.8 6 -21-69 . ) -27.74 21-90 -23-99 �21_90 I -ZONEANTERIOR ZONE: E__� a)Concrete cast against earth 3 50 1 -D. END I 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 - I I I - I Z . in b)Formed concrete exposed toearlb or weather I Y2" >100 _F 24.61 1 -24.61 1 -20.44 1 -37.54 1 -37.54 -25-66 ?O 86 -2194 ,-�-�0_86 1 WIND i3aC BRITT]LE FINISHES (STUCCO,etal) I enforcement agency(and subsequently used for construction)' apromptirtanner. Should permitting and/or actual construction be delayed beyond the applicable effective c)Interior.slabs,walls,etc..- 3/4" . -_ '�4 Ala Rf Ht <30' -, -1 �:) �� W date of the edition of thecode,Standards and/or deignulethodologies referenced herein,the engineering documents Shall become null and void and.shall be returned to the I � CI. 01 I FINISH -BRIT. _2x4 2x6 2X8 '7xio , q engineer,-who maysubsequently be contracted to update or le-eilgineer the structure�(as deemedapplicable)tothe current edition of the appropriate codez�slandards andlor � ;�� �� __� � i � i : z ' � ! : I , 3 All rei aless indicated on the plans and/ details as grade 60(G60). All longitudinal PLATE HEIGEIT ' I : � 42 SYP #2 SYP (=� ;F 13. riforcement shall be conform to ASTM A-615 arid be grade 40(G40)ur or I ,#2 SpF � #2 SYP W3sPF #2 SPF 3 42 SY? ' I methodologies. Irt no case shOthese documents be used for permitting or construction more than one'(1)year after their date of origilil issue. (horizontal reinforcing in walls and footings shall be continuous at/around comers and intersections,and/or matching comer bars shall be used. A111ongitudinal __j11O1,11NAL) I __ I � _4 ') . I I I .1 - 81 16"/16' � 16'/224" ' ,24"/24" ' 24W4" � 24"/,24" ! 24'724" ! 24�/24' C) W ,(horizontal)reinforcing Shall be lapped at s I - . 1. plices a minimilmof 40 bar diameters(220"minimum lap for#4 and smAler reinforcing)and all vertical Teinforcing.shall be i � 0 '91 1 1 � . � 1 19.Engineering documents such as,these depicta desi that ishoth impractical and economically'Unfeasible,tofiffly test orprototypepriorto execution. Assuch,extreme LEGEND - 1 12"116' 1 12"116" ' 24'/24" ; 24"/24- � 24'724" i 24'724" � 24-724" � ; � � I . ; P­� ,-� , 911 - lappedatsplices a minimum of 25".. k - I . � car and code--requiredfactors:of safety have be-enapplied throughouttheirpreparationin an effort to minimize the potential for erxors,omissions and/or conflicts- IV 10-42" l� lW/12" � 24'724" i 24'724" 1: � � W e ,- . . I � � 24",124" I 24",/24" , 24-724" P-4 ;�4­ C'n However, the very nature of the process provides opportunitiesfor errors and conflicts to arise during the execution of the design(s). Beca-use of the inherent inability of the 14.ALL concrete operations-including but not limited to mix design,mixing,transporting,reinforcing detailing and placing,placing,curing and testing-shall be done (2)2xlO-,2/3 HEADER/BEAM CALL-011F ill . I I 11 I I � I 1 24724" �� engineer to foresee every potential conflict,ambiguity,inaccuracy or oversight during the"paper"phase,opportunities do exist for the design torequire additional effort in accordance with the requirements and application of ACI 301 "Specifications for Structural Concrete-" �100 11ii, 40 Illi, 12' N.P_ N.P. 1 18"/20" 22'726" 24"/24- 1 24-/24" 24"t24" I F T r-) cf) s,combined with the relatively low fee(relative to the cost of the structure)associated with providing the engineering services as i 14' 12'712" : 12"/W 24'/24- 24'724" .<� Once construction has commenced. TM 'IS EACH SIDE OF OPENING , N.P. MP 1 9-112- _...� I -charges"for errors or omissions contained within the desip(s)depicted herein. I I NUMBER OF KING-9FUL - 16' NY. N.P. 1 6-/S- 8"1911 8"112" 16"/24" 24"/24" W - J I depicted herein,causes the engineer to be unable to accept"back 15-All masomy work sl�be in accordance with ACI,53)0JASCE 5/TMS 402 Masomy Building Code. NUMBER OF JACK-STUDS EACH SIDE OF OPENING I'_ I I W P:; -1, SIZE OF HEADER M,NTERIAL(#2 SYP U-N.0-) ,11 19.5' RP. N.P. I N.P. � N-P. 6"/6" 12'716" 24"/24" F_� PL, 4� 20. These engineering documents and the designs and ideas expressed herein arean instrument of service and remain the physical and intellectual property ofthe engineer. 16.Concrete masonry unitsshaJI be ASTM C90-75,Hollow Load-Bealirig Concrete Masonry Units�'Type 1,Grade N-1,normal weight,with a minimum compressive NUMBER OF PLIES IN HEADER �" 19.51 NY. NY. NY. ___NY. 5"/6. 12'712" 24'/24" For cause,upon notice,the documents shall be returned to the engineer in their entirely. Reproductions of the documents,the design(s),ideas and/or elements contained I I J 203' N-P. NY. � I 'M U� En > � � , N.P. N.P. t 8"/12 1 16"/24" V - - strength of 2,,000psi(fin=1,500psi�). S, 7 � 11 N Y.. i I I . -nuen consent of,the en i ALLEXTESUOR HEADER , UNLESS NOTED On-IERWISE � I 'N"a" � I : i � 21.5' � N.P. � N-P. 11 NY. 1 N-P. �� NY.. if � I herein.are prohibited-withoutthe expressed," gineer. � � . t I 16",116" .,!� 0 '22.5' 11 I I :C); � ; I NP N.P. I NY. I N.P. !I _NY. J 81/9 I 16716" ' I i pecific site or location identified here4as-relayed to the engineerby the chent, The engineer has used 17.Mortar shall conform to ASTM C270 and beType S. AU JNTERIOR HEADERS, UNLESS NOTED UITIERWISE � . ."__11 � U � 2 1. These engineering documents have beenpreparied for the s I- .- i : ,4 � EXTERIOR STUDS SPACED AT iG ,4MT ,�� �� i I RL HAN 16"o/c,SHALL 1�9 ! resources reasonably available tohilrt,based upon the infiarmatiort relayed by the clieDL to deterrinne theoppropriate wind.Speed and exposure for the specific site or , I , 18. Grout,when specified,shall conform to ASTM C476,with a minimum compressivestrength of 3�00,0pm_ at 28 days and mi.wd to provide a slump of between 8" I9 1 �_� location of the construction depicted berein. Those resources reasonably-available may include local�goverrlment GIS mapsand/orsatelliteimager - BE SHEATHED WITHMINIMUM-`,,G!�"NOMINAL y,wind speed maps i ' 32) ,)-SI-MATHING C/� � i and I I"_ WF_I'E VERTICAL APPLICATIONS&STUCCO F INISHES. � ! published by thelocal,controlling authority and/orthe state DCA,and/or:other commonly,available maps and/orsatellite imagery- The Building Official shall verify the I I , ,��. 1�: wMidspeed,exposure and other design criteria Shown herein to be correct and cocle-compliant prior to approving these documents and authorizing construction from them. 19-Pre-cast and/or pre-stressed lintels,manufactured by CastCrete,shall be provided over all openings-in CIVW walls,unless specified differently outhe drawings. 1 1 1 ��4 1 1 9 The engineer shall not be liable for any clairns arising from inaccurate wind speed and/or exposure designations based upon the site or location inforinatiOn provided to him ; U I Lintels.shall be of adequate size,strength and reinforcement for the given span and loading conditions- 7 7,, 1 by the client(or others),or for the accuracy of those mapping andilor imagery resources used by him to aid'in designating windspeed and/or exposure.-,,. -RSD-IN PLACE OF A QUANTITY OF KING-STUDS IN A HEADER OR BEAM CALL-OUT INDICATES THE MAXIMUM ON-CENTER STUD SPACING IS 16" WHEN USING 16- ��� g4 ­-� �:) �1 I THICK WALL SHEATHING- . I SPECIFIED HEADER OR BEAM IS RAISED ABOVE THE>LINE U , 12) P-4 I �3� 20-Provide horizontal joint reinforcirig in CMU walls at 16"ok vertically confbnning to ASTM A82 and ASTM A167 Type 304. i I U 1. t I�� ( )-INDICATES DIRECTIONAL ORIENTATION OF SPECIFIED FRANIIING ME1'vMER ! STUDS WITLI MAXIMUM ON-CENTER SPACINGS OF 6" OR 8" C) �� ., - � i -,IF I _<� ,(= 0 ��:) j . SPECIFICATIONS. '� STEEL I IAAY BE DOUBLED AND SPACEDAT12" OR 16"0N-CEN !;� I I .ft� ; I 11 RESPECTIVELY. DOUBLED STUDS SHALL BEFASTENED I �� � I 44 I , �, WOOD FRAME WALLS -3, I.Steel elements shall be detailed,fabricated and erected-]-it accordance with AISC "Specification for the Design,Fabrication arid Erection of Structural Steel � TOGETHER PER THE MU,LTI-PLY POST CONN.ECTIONTABLE. P^ 14*') ),4 �F,�,i , I I ical wall framing .1 Buildings," 9,th edition. . f �_� "'.0 P.., C/) I L Unless othenfises _y be 1 FRAMING CONNECTOR SCHEDULE FRAMING-TO-FOUNDATION/MASOM.-?,CONNECTOR SCHEDULE pecifically indicated within these documents,vertA -(stucls),may Out interrupted(i.e.broken,pieced or"platforin-ftained")when fully-braced byan intersectin ,sheathed-floorsystem. Stairs,stair strin, ers:and some intermediater-oofs do mot qual4 asan'"intersecting Boor System"md should not be 11 9 ' ,9 - 2. Structural steel shall be ASTM A36,except as noted below,: CLIP,TIE TASTENFaS . NAILS/SCREWSTO == :1NP JDAc!ATJ04E_UJ_HGJVD-FOUMDA77ONS ;I EXTISTEM-WALL FOUNDATIOM i CWJ XALL iTIE-REAM J LINTEL used tosuppoil platform frainingunless specifically designed to closo and specified as such by the engineer. All vertical wall framing(studs)shall be coiAinuous and Hidal-VAM 1. �1 a)Pipe ASTM A53,Type E or S,grade 13 or STRAP 4ar N.AILS FRAMINGMEMBERS CONNECrOR (SAE 1019) WN FURF MIN Elf FD I _WX XWE MIN EMBED MrN�/MAX EDCHMIN EMBED I EW DIST � -I I C1 iEn ineer: = . uninterrupted between points of lateral support. AT_R DIA z I , 1 , '4� . � 'r- � I ro , A ine,%PE C_�) b)Tube ASTM A500 H2.5 (.5)sd?EREM (12)16d ABU-44,66 Str 5-Irl J� 16� 12" 1-3/4"/6" NLA i . 11 _::�I I. 13, - � r fe I .", - I 11 , H5 (4)&dPMEND 4�14r, 14".12-In"SIC6 2.All top-and shoe-or sole-plate material sliall be#2 SYP lumberw/maximum 19%moisture content. Shoe-or sole-plate material in contact with ccricl�ete or masonly (10)Ifid/EA LTT20B&D7T27 11-7'(EA) T,�W./MIN -_111" 12" 1-3/4-16' 1. C-L.w1NIIN � 9 � .=", i� _111215PCO, 2'.1 4"SPCI, ; _� 3-All bolts,anchor bolts and threadedrods shall be ASTNI A307 Unless indicated otherwise.. HS � �F ,' r - . , ($)10d x 14a"PIREND ____- 3"SPACING - � I . shall be pressure preservative treated. 11 (12)10d si�iciu_MGT slir �Iqq 511:2. 12" 1-3/4"16" 12" C-L. � I I 1��,I I Cp: 11 __ ' ' __� , MTS12 (14)1 GA ar I Od x 1-1/2"TOTAL . __ QuA,L i i I -� 4-Hex nuts and eouplers/couplings used for bolts,anchor bolts and threaded rods shall be low carbon steel and meet or exceed the capacity ofthe corresponding ASTM HTS20 (21 0)I Od ar�24)1 Od x 1-1/2"TOTAL - 2X�22)10d DOUBLEXIGr (2)5,1- 5-1 a!j 19-12 1 3. 121, 3-112"/4' 12" C.L. , I I , ,�111�; 3-All vertical wall framing(studs)-'including" acks" and"trininiers"-through 2x6 sh,dl be#2,#3 or Stud Grade SPF lumber,as indicated on the plan(s�',and/or table(s) ' ,sd,0CQI N .2�97q r__* - , J i , _ - � aoi6d.siNTams ToTaUss-, (IS)Ifid SINGLFBTr1&A 519, 5-1/21 17-112- 2' � 12" -3/4'/6" 1. i C.L T�nii'da, id i 1� . - w/maximum 19%moisture content framing plans and/or details. Allvertical wall framing(studs)larger than29x6 Snall be W2 A307,A36, SAE 10 I 8and Grade 2 bolts. I ;I I I I I � ,r wipig not ui thout raised i-NV � -except as noted or specifiedotherwise on the LGT2 DOUBLEHIT1614 (2)5W 5-1i'21 1 7--M' 11 4" ! IZ2'/4" �J 1F-, kCil,. sea[AND,�igned in BLUE ink.,� , � I -A I TSIFG,,& 2x(18)16d !:12" � I - SYP lumber w/maximum 19%moisture content unless�orthemise noted�or specified on the flTaming plans and/or details. 1.� ,(IQI6da1NKh -POST - I -I ' � 11 I I I 1,116,16S-16-2 (1)10d xl-10"TO TRUSS,(10)TO-J.POST Ixf1g)-ifid TANDEMRIT16/4 (1)5;9' 3-110-9 1 IIW12' 5� 7 I'll I 1-3/4./". - I ,I" . � ok 5..Hex nuts arid couplers/couplingsused for high-strength bolts,anchor bolts and threaded rods-ASTM A449 or similar-shall be heav lex ASTM A563 grade DIL - , I � L 131" The�C�dsliffbGr:lxp_qZ), ,, � � y. - I ,V"L"" 'e MSfAI2 (10)IOdTOTAL (32)IfidSs-1- SINGLE=-n 5,11 5-1/21, 94all 1 2' 111. J-314"Ifi" , ielt,gk�d. ,\\\ 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, ��epi walls that . , I ,I NIA �,,� �, ,�i",�, I � ,65�D floos4v I I � � i � � ; Jacksonv I � � _PZ_1 I 1. � I 1. � (_')5,-_r 7-- I 11 � MSFA18 (14),10dTOTAL 2x(aZ)I6dSW1­ DOUBLE HIT-9.215 ,1/2-y-_94r_11 3" SEE PLAN � 11 - , , , , 1� I - - --- .. 41W,FL 3294 1 are specified as SYP and are also Hot designateclas asbear-ivall,orportal frame wall may use S11F blocking. 1. _MSTA24 o4)_I,0dTCTAL ____ . SINGLERMIS Wr 21 1. : I � 11 al,_ I I I - - I . Y RESISIANCE: I qo),X�.2-laiisosi ! 3' _13-4/2" -3-112"14" -13Al2" � ,,,(904)7,72-6100 1 1 11 CORROSION&DECA I I : ! F 11 , INIST37 (42)16dTOT-AL 2x�2o),Y,�.2-jl=sUs DOUBLE fMB Q)7ir -r-13-1!2" 3' !134L2" �13,In" >W � ;FL kCc)A Number 29015 � 5-In some instances,these engineering documents may include a specification for a column with-in a wall where the size of the column exceeds the thickness ofthe wall as 7 I 3AI-1-/4' . MST48 (46)I,Gd TOTAL J_30)Y4�12-112"SDS SINGLEHMIJ 1. 9- J 1. - I � ­ I , 1-3;4" SEE PLAN N/A , specified either in the stud table(s)or relevant notes. In such instances,any of the following three options may be used to resolve the conflicting thicknesses: a)The 1.All structural members of wood or structural composite lumber either exposed to weather or in direct contact with the ground or soil-�e_deck/balcony . - . I Ow ,� '� SHEET � MST6D (36)16dTOTAL 1. , � 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 fiared-6a to a thickness boards/lumber,joists,posts,etc. -shall be pressure preservative treated to a level rated for thespecific application- Borate-based treated wood shall not be used.as/for 2x GD)Y,�i!-1/21"SDS DOUBiXHDU11 (21)I- 15" - I 4' SEE PLAN N/A I I ,I I _-%d S - d approved as adequate for the CS16 (30)Ed or�26)Ind TOTAL t36))`4_-X2A-SDs SINGLEBDU14 I- 9. I 1. 1 3- = I �, I I& similar to that of the column so as to conceal the thickness of the column withinthe wall- or,c)The column and_Z�acent wall may remain different thick&-sses and the structural members exposed to weather or in direct contact with the ground unless specifically rated by the manufacturer/treater an ' I -- I SIMPLA-14 NZA �I X. 1 . . SPH4,-6,-8 (12)l0dirl-1/2" 2X_(3CJ?.�.!;6-SDS DOUBL9HDUJ4 (211. 7-F 13. 14- 'I SEE PLAN NZA CM1:0 I I I column"wrapped"with a finish material(Le- gypsum,etc-)and left seiiii-exposed into an interior space within the structure. Additionally,iftione ofthe tfiree application. HPAHD2_7 (23)16d (1010d Harz Hm 213141 -1 3' - SEE PLAN I I ��, P � � - I( -1 11-M, I - 1 11-1/2" , aforementioned options are considered to be practical,the engineer may be contacted and requested to provide additional analysis to determine ifan engineered wood LTP4 (12)8dxI-1/2"TOTAL (1-6)4w -HGTI 14M34- ,­ 3' 1 -It-," " I C ,�",. L - (EWP or structural steel column may be used within the allotted wall cavity. 1. 2.All interior wood and wood-based members'in contact with concrete or masonlyshall be pressurepreservative treated to resis t decay.. - I I I 1. I ,I SEEPLAN I 11 ,I C.L. I L" , 'L- � �1 I - T ') �. A35 (12)8d x 1-112"TOTAL MAMINW=d-l-R"]Nr-'rO.FCXUIMATIa-14'CQ!ILNECTGRSrl4F ULE"INOTES, , I "I I., GUARDRAILS,HANDRAMS AND SUB-ASSEMBLIESICONIVONENTS THMEOF I 'Of 41 - _' �., T_ ,(POSTS,'EALUSTERS�ETC.)SHALLBE�CoIvi:PRISED4 ---k -�-.i, 1 �.� 3.All fastcners.tnails�screws,bolts�,etc.)less than%"in diameter andin contact with,pressure preservative treated wood shall be eitherhot-dip OF EITHER A PROPRIETRAY L0002M 4, 1 , pedgalvanized(I-IDG)or META20 (12)10dx.'I�1/2" 1)USE MMPSOINAT ACRYLIC TIE TWCIP--^,RT EPC=FORATR-T0-FC94D.CONNECTIQNS U-N-0, SYSTEM:�NITH APERC)PRIATEJAPPLICABLE I L 4 I ,;T� 1; stairtlessisteel(SS . All metal fasteners&connectors exposed to-weather and/or in contact with corrosive materials shall be ratod by the manufacturerforcompalibility HETA20 (12)J,0dX 1-1,22" _FLORIDA PRODUCTAPEROVAL(S) FIELD FRAMING �) 2)ALL o2dENstoris(ROD DIAMETER EMBEDMENT.EDGE_ETC,ARVAINIMUMDISTANCES U.N.C. ()ROTiff7�WISEBF-13F-'UCd,IM,BYAFL(DRJD-A-LICENSWIM-0FMS1014AL �� . : :.�',, - . -i - sh 11 uir the � _P I � with the application and/or corrosive material. The exterior use ofany material treated-with a pressure preservative,treatment containing-ammonia a req e 1,11172-MASONRY (14)16d 8114KERSTO,TRUSS� 3)"I)CWIELE-BOLD-DOWNSREQUIRE MINIMUM S-SPACING BETWEgiATR ANCHORS U-N.O. ENGINEER TO THE_DF_%GN MTERIA S TAIED IN THE AP JJCABLE CODE.THE " ,(7)1/4�.x2-1/4"TITEN S=WSTOVALL 4)EDUE DJSTA.NCEDIMENMC)NSI'O-BEMEASURMFRCM THE+_'iJEWR FACE OF TBEFOUNDATION,CURB OR -PRODTJCTAPPROVALREP,QRTAND/C)R,SEIOPDRA'�ViNia(S)ANDASSOCIIATED � , 'thin these engine � - 'iel imilar exclusiveuse of'SS connectors,and fasteners. The use of-any material treatedwith the pressure preservative treatment ACZA s"-' I require the exclusive use(if SS MTSM16 � 'CMUVALL TO TIE I OF THE ATR A]I�CHOR __T_ DESIGN CRIT I �11,�I Ili �, ,�!1, � L Linlited,elements or areas of the design(s)depicted wi ,ering documents m4y include the label�or-reference'if, ,dframe"or,a At these confined (T)IN"U)dxI-IL1*TOni BMEHALL BE REVIS�VEDANDAPPROV,ED-B�Y,IME;O-R.TR , .1 I I connectors and fasteners. - A(4)I14"-X.24,`4"TITENSCREWS TO WALL 3)MIXEDO DISTANCE DOESNOTARR Y AT INTERIOR CURB L,CAr ONETIF THE mm-EmBEEmENT is TOCONSTRUCTION. , locations the engineer has detennined that it is unnecessary to establish a demonstrable de gn for the-specific application. These elements or applications-may include MEASURFI)FRON!TIE LOWER SLABELEVATION -____ - HTSM16 (9)IN a 10dx 1-1/2"TO TRUSS. OALL PARis t MATERIALS To BE JNsTALLED L11 ACCORDANCE WITH TURER'S INSTRUCTIONS& stairs and/or landings,plant sbelves�widows walks,radi used floorsand/or walls,decoratfiv or volume ceiling treatments and similar,non-typical construction and/or (4)114�x,2-1/4"TITEN SCREWS TO WALL - DIRECTioNs ­ � I. k 4- Stainless steel(SS)arid zinc-plated/galvanized(i-e,Z-1VL4_X,HGD,etc-)connectors&fasteners Shall not be combined, Use only SS fasteners with SS connectors- 1 (2)Ind x 1-1/2"TO TRUSS, 7)ALL NAILS;SPECIFIED ARE"COMMON.q1ZESU-1-LO REVIEWED FOR CODE COMPLIANCE .� accessories. As such, the engineer has deferred to the contractor or other person or entity rl�spcmsible for the execution of the construction depicted herein'to create his or H16,-16S,-16-2 (6)1/4�x2-1 I rANUFAC I Use only zinc-plated/galvanized fasteners with zinc-plated/galvanized connectors. WITTEN SCREWS TOWALL S)MINIMUM ROD SIZEIGRADIF-EMBEDMENT&EDGE DISTANa SI ONA.AN SUPERSEDES MINIMUMS SHOWN 'I I I i � I - , I her own design for elements or applications specified as"field framing"or similar- Thecle�g s)and execution thereof.shall be'in conformance with all applicable laws, FarR (19)1/4�_X 3"SDS TO UMWSS,, ON IRIS CHA RT ,� EX ,. r CITY OF ATLANTIC BEACH - rules,codes,etc. and shall be to the executed to the satisfaction of the Building Official. (�)1/2 i'-A 5-n TEN H D%T 0 WALL 9)MMIMUM EDGE DISTANCES OF VORMORE REQUIRE MMMI',',4 q WALL FRAMING i � 5-Regular inspection and maintenance of wood.,ivood-based and metal products used in Structural applications and/or used in outdoor or other potentially corrosive MSTAM36 k8)I Od TO FRAMING. 14))MiMMUM 8.SPACING BETIAIF�ENMETA--HETA-ANCHC!PSI:.K SEE PERMITS FOR ADDITIONAL -_______-____ = environments or applications is essential for continued,long-ternisatisfactory performance- (4)1/4"-x2-I/4"TITENTOMAS01,RY II)MVIDAUM]-if-"EDGE DISTAI-SCEFOR TITEN SCREWS REQUIREMENTS AND CONDITIONS. - ------------`-1­­­ , .......... ­ 12)AU01MUM 4-EDGE DISTANCE FORITIMN HD's I _________HMNW_ I 4 Y:- -9"-0- 'n Dr_�_ i REVIEWED B r-DATE:--/_/ r__­J � ­-__ - ------- __­ ___­____ ­­ � __ --1- - __'-_._-1 I . - __-_1__ _­­ 1_- ­­ .1 __ I, ­-1�,3­­,­­, 1 1 _ 11-11 --1 . ­.� -1 1-1-11 I'll. ­''. 1,� I �"I I—I I I I .- . = _-1 .-,---- - - __I , I I,---­ �I I 1-1-­�­,,��­__-, L'i _-I'- I ;��­ � .11 -_� __,_',1--1111-- --1, �­__ ,1�, � ,,, I " !" 1. ­-­ ­ 1-1-­ - I 11 - � � . __ _.,____.______,_..___.__ __ I i ti Tti s document alcng:w th.assoc atetl .documents,is anansteumentdfen ineer's seruice:and are.The hysical:and intellectual 1 MSTA2 t L EA.#2 SPF property of Theast to Gros Florida-licensed engine.ri.a firm ani the 3X6 STTTD T'OIiDR peoyaaten9inear idenht ed herein.:Asesocable cense s sngranted to he user:,(the person�or entity,iden#ifred beto:J)-to use the "TOP PL: t instrument of service depicted.wttnin tt s arrci associated docurnenis one time only to construct the buildin (s)a orifi-�asse�lies detailed herein and only at the specific location identified below. Re-use,.use at a.location �- other that the one described herein..and(or - % copying,duplication or modification of any ---� `^_j design or element herein is a violation of (2)2x6� federal:intellectual copyright laws and/or state o o; \ admmisiractive code Board of Engineersrules, j CONTINUOUS etc-and.is punishable by fine,imprisonment and/or Iieense/authorrzation revocation.Upon HDR PER PLAN. p; o I revocation of license for cause,aril person or entity mpossession of an origgin or copied I' verkm of the document((s):shall return alt •uersions to The Castillo Groyp,linc. r �7 :immediately and cease any and![I construction and/or use associated with document(.11.Use of this:document act nowiedges agreement to the WINDOW oforementroned;Yerms andcandilions. WINDOW OPENING OPENING DESIGN MEB (1)SP6 @ EA #2 SPF 2X6 MIN.3PLY2 I i DRAFT CEG STUD TO SILL PL.ASS ^SPF 2X6 STUDS SHOWN \� CHECKED LAP SCALE 3/1£ ' DATE 11.1:2012 JOB NO. 12-181 29'-4" —z' RODS AT MAK 7`-0"ii/i (.10 FACE VIEW RE FT. L?ESCRll'11C)N i i I /I)I/2"DIA-A.T-R.WA 3"X3"WSHR&NUT 4"CON ST2 -- r-- t/ EA.SIDE OF I rn { SLAB( y ,:l o i2 Il i iii II i SHOWN. 3 Ft F-, I� �. I r` �� J �1 I -ice t i �`�'°+ ---- - - - i I iI I t i A I, ivi i _ _.------------- ----- -----------_ I— � 2y x6-1/ 111{2)2x ,1/ , . 2)2x6,1/2 I I1�TI�C� I�A'�.I�LfR DETAIL ( a2'-s" I 1 { CJ0 (I w II II , The 'Jo2 ST2 1 T ri i I' --1--�--1P I 1 I -- Designers I �' , Engineers 655oRooseveltll3lvd- " Id'ks—vil ie,BL3z 244 { { l 03 n j ( z-6roo ; •g�)77 - FL CoA No.29ai5 n 'T' T04 ! I I t �,/ �--_—_ II I �'- -- ----- - ---- IL---- - - --- - { 1"CONC_SLAB REINFORCED W/EITHER l 5'-s" - 1 6..:6 10/10 W WM OR FIBER MESH ON 6 MIL I I_-_=JJ r f { VAPOR BARRIER OVER CLEAN � COMPACTT:DFILL.SEE ARCHITECTURAL { i'. DRAWINGS AND SPECIFICATIONS FOR I ra - `� I INSECT AND DECAY RESISTANCE J �� --- --_------- co j CONSTRUCTION PRACTICES.PROCESSES ] --- -t ¢' AND TREATMENTS TO MEET APPLICABLE - 1 --- -------- - - �' .Q I CODEREQUIREXIE-NTS. �, h n 4"CONC I SLAB x T05 /6 J I LO j if ST2 ( - i ] - -_____________�_-__'� _ I I ' m VS--T-2-1I 'a': - LL STz 1 8/10 1 I ST2 ,--------- ----- - 1 8/10 l ST2 ---SEYDEIA� I (2)2x6-CONT.-U3 SE L?iT'IILAlS� (2} s Tl/2 SIIEA�`HPOI�FI EIIING PER D TAIL iSTl\ cv � jt2 kms— I 7 1� I' I, lJ �i Iasi n4 COX, a I� I .. ST2 ST2 SI.aR .17 --t r7 cJo : �� II I. l yk �l I1 II ttt' ❑ I — -------- .1---= --_ ❑ { _--_-- .___� ❑ (2) x8 I:i {2) 8 ❑(! i ALL PORCH t t� PADS TO BE: y^ 20"x20"x.16"W/ g " 6 3-44'S BOTH 3e BODS AT MAX.7'-0?ctic } 1'�-.2 " 7—1(7" 1;0-_21„ WAYS A 29'-4 Project Engineer: `=; i FOUT TAT rT �T T7 T (7 T T q , taws c int,PE DXFIO V PLt�111 2 T V T1..�R1�L PLt31�i Pry essiar 'r ncgi�eer k S13/16" = 1'-0" S1 FL I 75 3�1 if= 1°-Ot' WALL ANCHORAGE LEGEND 5�'Liceri o.2'40 Thisdra;vipgn v dwithoutrai'ed sealA�lt��i- ed in BLU 5/8"DIAMETER THREADED ROD ASSEMBLY w/7-1/2"E1�IBEDINIENT � ,110C.' -The Oas�fi0o.l,�'rciia t><ic. ,• INTO FOUNDATION AND COUPLINGS AS REQ'I)3"93"x.%"ROUND 6556'Roosevett Blvd,' HOLE WASHER ATOP UPPER MOST TOP>ASSEMBLY Jacksonville. .FL 322414I 'FI- N04)772-6100 "DIAMETER FULL.-LENGTH TIIRF.,ADEDROD ANCHOR cv/6" FL•CoA iNumber 29015 EMBEDMENT AND 2"EDGE AT FOUNDATION AND 3"x3"x10ga. SHEET SLOTTED WASHER(T FENDER WASHER)ATOP UPPERMOST TOP>ASSEMBLY_ $"TO 1"DIAMETER HYBRID THREADED ROD ASSEMBLY. DIAMETER ANCHOR tu/6"EMBEDMENT AND 2"EDGE AT' N1 FOUNDATION w/2-to 8 REDUCING COUPLING TO,$'DIAMETER FULL-HEIGHT THREADED ROD w/2'xT2 Kl'WASHERATOP UPPER-MOST TOP>ASSEMBLY_ $"DIAMETER THREADED ROD ASSEMBLY 4v/4"EMBEDMENT EN,TO NC F'OUN'DATION AND COUPLINGS AS REQ'D. 2'x2"y&"'WASHER ATOP P UPPER-MOST TOP>ASSEMBLY. i 4.. i - � - I I , . __ _------- i--------- � SHEATHINQ THICKNESS & ATTACHMENT SCHEDULE I �r� __________ - --_ - - _____._ I =ld_t)b I 7/16- THICK (MINJ i(24/16 I I ___, --- r . I SPAN INDEX).APA- OR I I ,HEADER, ADJACENT TO I - �- I I I THIS DOCUMENT, .ALONG 'WITH � , , MIN, OUTON STRUCTURAL .-- 4 p r �-�, III-1� I I ,ASSOCIATED �DOCUMENTS, IS .AN I I i I TECO-RATED WALL SHEATHING I I TOP >-PER CALL , I . R,110 !�HEATHING I *W,4L:L SHEATHINC I . w/(1) ROW OF 8d NAILS a SPH4--6-5 CONNECTORSAT � \\ 1� � W IND I ,il. " (3)ROWS OF � I � j 1sp I -%pp,orted @ I6'O1CNM I I ,PLAN. TOP>-TG_CO1 \ I vori 11 '24',DIC MAX,) I .) : I � 3"o AT TOP OF SiIN'G,,(IN TO � BLY AN[ . - I . - � . ! ,I MIN_THICKNES&,(SPANINDEX) I II&COMMONNALING"I , �qt: . ,-,(1)ROW'OF I - 40dNAILS 0,8* A I \ � I I SPEED& � 8d.RINGSHANKNAILING 1 : __N , >-TO-,HEADER 0 MAX. 32-o/c \ i �SERVICEf R THE EXCWSIVE ,,USE � I � ,ASSEM . � � � i � 10d NAILS . . O�C,. STAGGERED TOP >) AND AT BOTTOM OF I I I ­ I I ; . t \ I ,u INT J,PERIMETER/;HORIZONTAL VERTTAPRWI, VERT I END I i .RE� MIN-THICKNESS... AP.P.1 INT i 4' 0 4- D.C. I � ; EXPOS � AS SHOWN, EA SHTN'G`(IN TO 1,10R.1l. ,NO (SPAN INDEX) i i � � � ,,-(1) ROW OF . PLY. ADDITIONAL>-TO-HEADER t 4,,� 7- 1 \ � AT THE ! ROJECT ,TITLED .HE R EIN. ZONE �END ZONES APPLICATION OUT STUCCO I W1 STUCCO ZONE I ZONE . I 10d NAILS 0 STAGGERED, CONNECTORS RE_Q`D w/TRUSS . I . 4NFORMATION DERIVED FROM -THIS -____77I G` . i I I � 6" D.C. 1 1/4- OFF 1 5 . . - I �, I GARAGE I � I I CIATED I 7/10 � 15/3P" Id UPLIFTS �1 � - � I � <OF 2xS� , .000j. FOR,HJGHER , I X . � ___� I I Gly I 21�: STAGGERED, �; I, UPLIFTS USE CONN6,TIONS AS + + , / .131xY TCE- OR END-KALS � I I ,/O (24/1 G) (24/1 G) .(3,2/1 G)� �/­ : : I 1 1 WITHIN 31e 2 1 ;- . . , 12 SPECIFIED ON STRUCTURAL - f- --0 KING-STUD TO HEADER. I �I I (1) DJAG�BRACE: OVER MN. (4) I i DOCUMENTS, MAYNOTBE USED 0 - . I - 115<132 aph 7/1 G" (supported @ 24'O/GMAX-) 16 OF CENTERUNE 1. I I PLAN. TRUSS TO>CLIPS TO � **IF THE.INDICATED EMBEDDED 2xIO HDRS. USE(9)NAILS� 1 � i I I TRUS APPLIED TO BACK SIDE OF I FOR OTHER WORK(S) OR 07.1 2" G70' I OF 2x4 � I, I I WEB- CONNECT TO EACH TRUSS WEB EX�_B,C,&D MIN.THICKNESS(.SPAN INDEX) I 8d COMMON NAILING" I , 4 13E AxT.ACHED TO SfATH�ED / STRAP(S) ARE NOT PROPERLY 2x12 &EW,. WOOD EMS. I APPLIED TOPM.- ­ I (2)NAILS. INSTALL DIAG. BRACES I I 1 (241 I G) HORIZONTAL RTAPP.W VERT APP. INT END I -:J!�, W*TY18F CORNER 1) �I -- USE(12) NAILS. OF WEB W/ I PROJECT(S) WITHOUT THE I . . . , CAST-IN-PLACE� THEY MAY BE ____ j I I . I -0 EACH END OF CONT. LATERAL­, I T EXPRESS WRITTEN PERMISSION ,OF , I APPLICATION OUT STUCCO WISTUCCO 20NE ZONE I . GARAGE. /,, REPLACED BY THE FOLLOWING- 1, I I , - I I I, BRACE LINES &0 WAX. 20' � I . 1) H-17122 - 1) MSTA-SERIES STRAP 0 1 I � I . ( I I I I . INTERVALS BETWEEN ENDS- THE PROJECT ENGINEER IDENTIFIE . I' 2`! 15/3, , : i 1310" TOE-OR IFND,NAI �! �i EACH.JACK�STUD TO � I � �I : I : 5/3 1 2" 1 11 0/3 2"i IV 1 2" IS � �S I I � � � � � i I 0.KING�STUD TO�H � I I !I , I I I I I­IEADEP_ 2x1O.HDRS. USE 1i 1. i '��// BELOW- I , � , il 0 1 , 11 i � ! I I 11 . I . .. - - I � I (32/4 G)��('32/IQ) ���(40/20)! � : I � t .. � If I'l J_ ; IG : .111r.11 EADER I I " N\<7i 1� � L . - 1' I I --1 i � I - - I I 1 1/2' 1 1JI. 2"� 1 S/8- :2 10�HDRS.USE (Ei)NAI I --- q8'STRAPS,_2X12 & ENG. i � : ' - i I % BLOCK.ALL.PANEL EDGES 1 X12 &ENG. WOM HORS. WOOD:HDRS. USE 24" ; I i i *F NOMINAL SHANK die., RING dim 0.012' OVER SHANK dim, 16-20 1 A2 OF CR SW USE 12 NAILS. \\.I I- 1 1// I I FZEV I)ESCRI.PTION x I Eld RING SHANK PER R803.2.3.1 OF'10 FBC-R: MIN. 0.113" 1 1 -2 14 4 NAILING MAY BE OVERRIDDEN ,O WALL SHEATHING. I I a ME fa M 11 Fff 0 Ma ( �) WW&DOED STRAPS MUST � I �� F Y REQUIRED SHEARWALL RINGS PER INCH, 0.280-dIm FULL ROUND HEAD, MIN. 2- LENGTH. I .. I- 1. � I - CONTINUOUS I .. I El TYPICAL CONNECTIONS 0 STUD VIMER"rie ANCHO ODS , " ./Is- THICK,�(MIN.,)(24/16 SP I -I ��� BEINSTALLED./ADDITIONAL I i : TRUCTLI I I .. ­ I I ROOFSHEATHING PER * j SEE S RAL FRAMING.PLAN FOR.NUMBER OF PLIES. FASTEN WAkLjL I .- - -OR MCO�, � . i PC. OF jii .k i 1 - N SEE P/ST1 FOR BOTTOM GHORD �COLUMNS. JACK­TO� ING S7 I, : - ,� ��_ ;,;� EIRACE,QUAN i RACE MUST.BE.MADE OF � � I . 'ZING R L A AILING,(,SEE F/STI). TUD, SHEATHING-TO-POST W/MIN 5d's 0 12',Q/C OR GYPSUM-T`O�POST� PER'DETAIL B/S1.1, AT : I : INDEX).AIPA . V:� �> 11 I ITY I �� EACH END OF WALL � ­: I .ION IDE D ,I MIN 5d's 4- O/C..IF.MORE THAN 3 PLYS ARE USED. CONNECT EACH � - o a i � : I SIMPSON�INSTRU I TABLE, W1 PLY�CLIPS :EIRACING REQUIREMENIM ASSEMBLIES, CORNEVIOST, ETC. NI� i LOCAT F I � I I ; WALL SHEATHING W,/3" � i I MORE THAN ONEPIECE,� OSD BY ;�; I I �:it .1.I I OVERLAPPINGAT UEAST,2-TRUSSES I ,(4)A3*1x3' TOE-NAtLS 0 EA. ,TRUSS/ I -SPECIFIED iN UNCREQUIREDfOR * 'SEGMENT, WTHIN 2­DF I YL Bd,NAIUNG, EXCEPT MEN.NOTED. ;. ; I 1 2 - -MK 19/3T I QUILR ELK IQ SHLAMUG AS SPECLUU. ,. , , I ; I ­ CONNECT TOEACH I I I RAFTER-TO-TOP PL IN ADDITION TO EVERY PLY IN ADDITION 2 PL;?S. � JACK-/KING-STUD I BLOCK ALL UNSUPPORTED PANEL USE-RJ VERSION OF ) 1-1 � (40/20) NTH IILE CONNECTOR(S)SPECIFIED IN SCHEDULE ENGINEERED TRUSSES OR i I ,i: TRUSS MEMBER W/(2) . I � CONVENTIONAL (SOLID-SAWN) . -ASSEMBLY & CORNER POST � I I EDGES W,/2x ffLOMNG_ �= . STHD14 AT CURB WALL NAILS 11, ROOFM UNLESS OR ON PLAN. TYPICAL,.ALL TRUSS & ASSEEMBLY.ROD ID CORNER I I � I---- (DTL 2,/STZ) .. I � 3 - NOTED OTHERWISE. FRAMING. SEE PLAN, LAYOUT OR 11 (1)STHD14/-RJ CONNECTOR 0 �::,-- I 'ki I I I RAFTER BEARING POINTS. SOCIATED DEI FGATED I .MAY RE INSTALLED TO I I I LOCATIONS. EITHER �I I 1, � .JACK-/KING-STUD ASSEMB MAY BE USED AT I � �> .;�// I I � I 1, EITHER SIDE OF CORNER TO-FOUNDATICIN & 0 CORN - � I � I TRUS ENGINEERINGFOR TYPE, S11 ,& 11 MULTIPLE PLY POST CONNECTIONS :1 -LEYFI __�Mn_,I I I S-TO-PL QQNNEQT0_RS B . I NON-CURB WALL (DTL 1 4 I- __ - EYCEPT AS NOTED ,ai STRUCTURAL FLAW-5)__ I NOT TO SCALE ii .-..- POST ASSEMBLY-TC- . 7 I/ST2)LOCATIONS. . I it I UPLIFT "Lws) i�E I @ -"- FOUNDATION. (MAY BE USED i I I � (2) 2<) �#2 SYP TOP PL_ FASTEN PLIES - I �, LL WOOD4714a RODS) \ , I I I I I �. �! cow"'EcIlul -_ I INTERMEDIATE SH:AR I , , The Ul)_H2 5 TOGETHER.w/ (Z).ROWS_131>0' ILS 0 i I - '--.ANCHOR BOLTS PER \ - 5 �LENGTH OF,CS16 STRAPPING w/MIN.,(1Q) 10d FASTENERS, PE�SILL > ---'i 1, DOOR(S) SHALL BE I CETAIL.A/STj, TY.P.. -�x 'IN 11 0-46')I (.1) ,-.b I I . . � , ILL &�HEAD(ER),EXTEND SHEAR�CONNECTOR I � ; U 4" A &-I d_% ; I T ATTACHED TO � I M is R � I (,-I i _ I kno � � I 12"q/q, STAGGERED,vININ � .� � I� � __ . I I A�L6�4//, I 'INTO EACH PLY OF S . 24-NLA O-745! H, I MIN.�1(12) .131x3':NAILS IN EA.)LAP. I RORIZONTALLY ACROSS STUDASSEMBLY A 11 SCHEDULE ON S­SHEET(S,�). 1 'APPROPRIA1 + I _�_� I _�__+ %.-I TILL" 0-nol (1) Hlo� .SPH4-6�13 0 MAX 32"o 0 PL�TO-STUDS� � BLOCKING.,CONTINUOUS TO,CORNER, FILLINGALL 11 CONTINUOUS THRDUCHOUT A IvIEMBEK,s IN -i ,MULTIPLE TRUSSES � I /a r 11 - MAY USE PA51 or -68 STRAPS I.L.O. STHD's IiB - - HEN USING WOOD*I*kc HOLES wl 10d.�(TYP-4 STRAPS 0 HEAD(ER) & f�)2x( BLOCKING,,(TYP). MATCH SIZE i WAI I SEGMENT. .ACCORDANCE WITH FOR TRUSSES 0 24- P/C,MAX �-W'() (2) H 5'a NOTREUD W 11 � ) AT STEM-WALL APPLICATIONS, .ATTACH TO I ANCHORINGRODS PER DETAILB/STI �V I ____ OFADJACENTFRAMING(MDS). WM*Tie ANC�VRING R012S .APPLICABLE FRAMING ��22 d o,&&�10d -* Group 0 mol (I /H165 TO TOP > 2x(),#2 SYP SHOE F.L�w/((�)ROWS -� IZIRM 2�2� MANUFACTURER'S / _ -1c, -� i_IT8� ; I M, -_,n I;!;.. S & TRADITI a '6_L _0 NEQIQBS F- ,x i � o-100ol (11 11, 312 TO TUR > , , I -INSTRUCTION TA _ I/ 11 OF_1310" 0 12"p/q,'STAGGERED. 71�7 vi lo� DIRECTIONS. I I LZ�(�) ,,,A�PV I ,'�Fl -�rRI_j(_-ruRAI_ PLAN _11�7 I I � H /,, I 11 � ATI.fid.C.p..d- . MIN. ,23 23/32�-,APA� OR TECG-.Ri TED i I I� HEADER PER - I � , , Ub 10 I Up P , - 1, ill 11 . . STRUCTURAL PLAN C I / I 'm I II, Designers �j LAIL MIJI REQUiREM T � T&G DECKING (24-o/c STURD-4-FLOO I 'SEE DETAIL C/STI FOR CMERTICAL) ( i N TYPI _AL GARAGE DOOR OPENING FRAMING DETAIL - U.N.0. f io� j RIOR WAU. R) wl' I. !� 11 -/ I I ,HEADER-TO-STUD STRAPPING !I � ST1/ H I -.-" B"/6'o/c 10d NAILING & APPROVED AL 11 ill 1 ­-­-I ,, 11 11 ___T�.I �; NOT TO SCAI F / ,� ­­, � � __­. I,--- SPECIFICATIONS- � I I �� EXTERIOR STUD WALL SPECIFICATION- _1 I .ON ADHESIVE. I- -1 . �,t____14#�_, I 1_� I 11 2nd FLOOR WALL Engineers FOR EXTERIOR WALL -_)�,=��O�TUCTI - - -- I 11 �� I I 11 11 -111, I I I 1, SEE STRUCTURAL SHEET _ lq�..,l�j - �_j I I I H I WALL SHEATHING ABOVE I - I i; i i � . ! .0 1� __ ___ - - 4 TYPICAL INTF-RIOR aEARING WALL 041----------- QUANTITY OFALL 2nd ----/ ------, i I � I . I il 655o Roosevelt Blvd. I . i�l 711 I AT EXTERIOR DECKS, LEDGER , 1! SEE TYPICAL WALL ;_ . �, 1-3/4" Width�Ple. I 11 it 11 I FASTEN FLOOR jacksonVille,rL32244 �YS. I , I I I I � � ------- FLR STUD COLUMNS,wl I", j I I - I I SHALL MATCH JOIST DEPTIA (MIN. 11 I I : � 1 � 'SECTION (AJSTI) I + I i I / ; 1;01 SW13 � I -I j *WhImium of(2) rows of 12d (3-1/4')nails 0 12' a , , I I---- _/m DECKING(PER A/ST1) 11", BLOCKING IN FLR � , ,1 , � ,ADDITIONAL SPECIOR ) I (qo4 __`1 , fINT.LVAU-­BEA WALL SPE .1 � 11 f \ 11 , I I , I ZZ TH GH A-P-A.RATED SHEA I 2x8) AND BE ATTACHED TO EACH .Minimum of(3)rows of 12d (3-1/4') nails 0 12" a/c for 14' & I . TO LATERAL BRACE W/ .)772-6ioo �,__z EXCEPT AS NOTED ON __ AND w,/1 st FLR-LEVEL "I 11 I I i 0 , N THING 1 1 16*o/c(MAX) VERT. FRAMING ./ 1`1 "� I deeper. � i I �. I I I 'I.", IN I ,I .1 I ,_.1 + .� I . W1 8d AT 3- 0-a I � 2x4 PLANK ORIENTED . (4) 10d COMMON NAILS FL CaA No.29015 ­--��,�_,­ - -- STUD COLUMN U-N.O..... __ �. I ii I kT ALL i , T-B i i I I EffEC __ ALLOWABLE STUD __ - I!I i I , '�' dia. SDS-SCREWS - 3" LONG i- - Nailed connections require an additionalrow ofnais wh� nc7l-size I I � ITE 1 T 2.4 SG SPF STUDS 0,15 . =��==4 I== � � i I/-,EDGE AND l,NT0 EACH PLY OF EACH I i LATERAL BRACES 0 24* i ru IZ-1 I/a, ,., EC S 11 i� DIRFCTLYATTACHED TO Ifled obov WEB W1.131,x3' a S' i I \ , INTER 11 � . - O.- Is smaller than ep,ec ,e (min. 0.128'0'). 1! I , ". i'� 'TE 1 2,4#2 5PF D$0 I'll, ,MEDIA'TE,FLOOR SYSTEM - i I � LE , IOR PLATF_ 12 'in I ,. . � T0,18'-.7' U11 ii � I ; �w 11 tL_'4_W1,itKt� FRAMING.33-1,/2" LONG IF !E� I .Nail 'from BOTH SIDES of-3--.ply intimbers O/C. T-BRACE TOBE I I k D/C TOPAND BOTTOM. 1 2x4 DIAGONAL , 2' 11 APPLICABLE TO,MULTI�STORY�B ;;,I I I W -- ':h 111- SAME SPECIES AND . FASTEN TO.FLOOR TRUSS BRACE 0.24' - -1 :A ����Siups 0 1 ,ONLY.. SEE PLAN,LAYOUT,,OR .I I I ATTACHED THROUGH'SHTN'G < 1 3-1/2" Width Places.AND 4-p 0.11-3/4" ,Width Pieces: 112 - I \ � :I - ASSOCIATED DELEGATED EN.GINERING FOR 11 II I I IFOR OTHER UPLIFT.HARDWARE AND QUANTITY OF SCREWS-- I immum of� ra 2 .bolls a c sta r ADE A WEB TO.EE 1 1 \ W/,(3) 10d COMMON �-, O/C DIAGONAL I I . , !; I I; '. * -, TO 71-7 , Z/ , ATTACH 2nd i STUDS TO I st FLR � ;I �. BRACED.S17E OF MEMBER 'I . TYPE, SIZE&ORIENTATION OF MEMBERS, 1,�k �; CONNECTIONS, SEE TYPICAL WALL 2x8 LCIGR: i SCREWS � 2x STUDS � \ TOE-NAILS. BRACES TO TO STUDS (OR BEAMS) w/ CS16 ­,­ I I-i BRACI.., ­­­ -.-I-11- i; SECTION AND TYPICAL.HEADFR 200 LDGR: (7)S(:Rf7WS __ I PER TABLE. - � .AS SPECIFIED BYI TRUSS I I \ EXTEND INTO FLOOR aiiik BRACE � ; I 1 � FRAMING DETAIL ,(a)2�!317M5 . � I : " -_ K_,7 I DESIGN ENIGINFERK AN. \ _< 1 ,(28" + DEPTH ,OF FILIR SY& .IN !LENGTH)/ - .--:.-.-& 7, �i q I 2X12 LD,GR, t �., vk I .,f'" _� '16 / 11A4). 1 SYSTEM (1)BAY. q ,. W/(3) 10d ; I-, � I � I I � ,,-,�, I . I \ � LATERAL BRACE LOCATION COMMON NAILS � SEE SCHEDULE'FOR ; i 12)2x,)iHEAD ; - . I - I I I I : I ENED I I I - \\ I - I !_ .AT�E � 0 MAX 32"o/c w/ '(11) 10d/Ei I I !� . I AT DOUBLE INTERIM #2 SYP LEDGER FASTE TO � 1 1 1 '. I ­ _,Ii I ON 1:30.110M CHORD IQ � .1- I I 'CENTERED ,ON Fli SYS., TYPICAL, INT. :MINIMUM WALL STUD t . I NL.AND SILL S1115�/PLATES./BLOCKING, NAIL FIRST 16"a/c�(MAX)STUDS wl.1,310' �­ ­ I_'I � .I I \ MATCH BRACE LOCATION I-� SIZE, GRADE, SPECIES & . I i _,� It , . "­� ,��, , 1. \ I ON TOPCHOR11 � �. I !I x" � 1 , . , & EXT. WALLS. NOT REQUIRED WHEN I I I (TYIP) 4, .PLATE:TO SECOND PLATE W1(2) ROWS GUN NAILS 0 EA SI'UD I �, 1,�,, I I �, \ I I I I \ I � I i I i. . ,_;--, \ , I 12d COMMONS AT 8" D.C. (TRUSS-TO-LFDGER CONNECTOR I 1, . 1, 1 ­ ,- Iq I ; USING WOOD*T'le ANCHORING RODS PER SPACING - t 7 I -____- - ---111-.1- I I f '' L- ' ,,,�,�-- - - I I \ \ I I . DETAIL B/ST1 TYPICAL, U-N.O. ti i ff�_� . SPECIFIED BY TRUSS FNGINEE i i -a,- _;_-, �, I I !; I SIDE PANEL HEIGHT TO H ,___� I _DULF (Ry#PER TRUSS) 1: 1 11 r I R &CONNETION SCHIE ,I F, � ",� k !I � � � � ,: I 1 12�11 - _� I-,::"�� - /"' I . � I ! I � � I i R) ��! I I I 1:,� I \-INTERMEDIATE FLOOR FASTEN EXT. WALL SHEA PT 2X( ) #2 SYP SHOE PIL. -\\ . - ECIIATE SHEAR WIDTH REQUIREMENTS TRUSS LED , 1-1 I SYSTEM I I 31-IING �J � I INTERIM �h It MIN. w '_ --751 NAILS 0 EACH S% - IB � � I I SPH4-6-8 0 MAX 32"o/c a I E 7=77 w/ _�111"--- - . � TO TOP PL, SHOE PL & .RIM or I 1 FASTENE... PER S I 17 2'-l" �R' - t. 1! ,,-!"_ I a I I PL-TO-STUDS - NOT REQUI?ED 2 �" G 7-1241..__2x8 wl.(B) NAILS 0 EACH I H I I CEILING LINE RIBBON W I - I >SHEAR 1111 �#73 . " I >e TRUSS WEB REQUIRING BRACINf_ �, ,/ PRESCRIBED -EDGE NAILING" � I I I WHEN USING WODD*T,ie ANCHORING I SCHEDUIJ ON A2_-18k2_2912.wAjU,NA1L1 4 ­ I �'j NNECTION OF MULTIPLE PLYS IF j < �,I . I SIZE/SPACING. 11 - .1 I I - - ii U 1 �6 v -HEET �0 . I 1� � tRODS PER �DETAIL B/STI. I S-S 5' 11-5 I / �t� //' I I I � � 1 1 LEDGLK UL LAIL . SCL BEAMS U.N.0 , I �, I �� WITH 4" BRICK VENEER EXTERt i jT I I � i I ST1 I- / I I k-' I I % Ir i I ! � I I I i , i i I I 1 " I I I FINISH, ADD CORRUGATED ,GALV. � I I i I I i. i I ,� (9_.___... __ - I- -.-. SCALE __ I I/� .- L_ I _-L-11 I I : - I BRICK -TIES 0 24"o 'HORZ. & I I it - I '' �� lil,% - I - - ___. TRUSS ON PARALLEL END WALL(NOTE i I I Vc � , -DMENT 1� i �11 , i, . 1, , � � I � �. -, - 2M . � , �d :1 I I--,-(1.),HT-r.22 TO.ATR�(TYFI)L I ! 11 R I Wo/c 'VERT. BRICK TIES MUST 1 1/2" !a X 7" EMBE 1; 1k - - z-L=1 IF -ROOF/FLOOR I I IaBON ON FLOOR TRUSSES NOT SHOWN ) �BE FASTENED THRU SHTN'G TO CAST­LN-PLACE 'J" BOLTS ,OR . TRLSSES I FOR CLARITY. I � HEIGHT�LIMCTED.APPLICATIONS MAYUSE, i ORNER I I .) WALL STUDS. I I 1/2"&o �X 6"EMBEDMENT I 11 I I I ROOF/FLOOR SHEATHI�_ I i (2) #2SPF 2x4 0 EA. C 1 1 SINGLE TRUSS I i ; I ULQ_ EACH;HTT22_(1 PHD6;OR,,(2) J:L�O. 4x4 POST.,(3) #2 SP.F:2x4',S ,I , .) ------,4= - i I EPDXIED .ALL-THREAD RODS wl. I TOOTING'(SEE TYPICAL WALL SECTION) PHD2*s. IFVHD2�s ARE USED, MATCH ,- -_ I I 0 CORNERS,DIRECTLY BENEATH !I I " WALL SHEATHING PER ­___ 2'*x2"x1/8" WASHERS @_24'�o C'. AM-6 AIR SPECS. IF OVER IstFLOM 1�x 11 ,BEAM WHEN Sx6 IS�REO'D. I I BRACING:NOTES- 1, � i I i! I SEE SILL PL. SHEAR CONNECTOR I BEAhC STRAP TO BEAM wl(3) CS16's 2X4 #2 SPF LEDGER I . I- ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER. U.N.O. I 11 I i MONOLITHIC-STYLE FOUNDATION (3ply END POSISREQUIREP). w/(4).131 X 3" To I tt HTTIS &S/Ei-Pix5-1/2- EMBED 2- SHOULD A SCENARIO.ARISE THAT DOES NOTRESEMBLE THOSE INDICATED ABOVE� IMMEDIATELY CMTACT THE ENGINEER OF RECORD FOR I ; 11 EPDXIED ALL THREAD 0 EACH � SCHEDULE ON S-SHEET(S) 11 � SHOW14. SEE SHEET ST2 FO I EACH INTERSECTING 1 (3)-131 0- i APPROPRIATE BRACING DETAILS- THE 1st USER OF THESE DRAWING TO READ THIS NOTE MAY CALL BUILDERS FIRSTSOURCE- FLORIDA DESIGN i I APPROVED FOUNDATION WHEN USING WOOD*Tle RODS. ! ARWALL DETAIL TRUSS MEMBER - NAILS 0 EACH 1 1 1 1 �-TERNATIVE AS SHOWN ON i i CENTER TO CLAIM A $100 GIFT CERTIFICATE I i I USE WHEN BOTTOM I !; -STRUCTURAL PLAN. i 3. BRACING LUMBER SHALL INTERSECT-TO WEBS OF THE BRACED TRUSS AT LOCATIONSINDICATED AS NEEDING BRACING ON TILE INDIVIDUAL TRUSS � I SS OR I I i I .DIFFERENT HEIGHTS: I LEDGER TO i i � ; DETAILS PRODUCED BY THE TRUSS ENGINEER. I i I 11 I I BLDCKIN ",�1­ 4� ALL FASTENERS SHOWNARE.1310"NAILS. i TYPES/STYLES. t, G NOT TO SCALE CHORDS ON I TRU I I 4 i ON OPP09TE SIDE." I G. il 111 K,, BEAM-STRAP PER N/ST1 LION 5. SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE 1 CONTINUOUS LATERAL BRACE REQUIREMENT. I , . - ___ -_ I� H RATED I 6.REFER TO BCSI 1-03 FOR ADDITIONAL PERMANEMT TRUSS BRACING INFORMATION. I TYPICAL QNE- & TWO-STORY WALL DETAIL I OF WALL , � EC / i I I � . I . I - OR� i i � H I c Bd - i 5" < I 2x4#2 SPF BLOCKIN. I �4)_13.IxS' TOENAILS I W1 /1 2?q' PERMANENT ROOF & FLOOR LATERAL BRACING I 1 6A 6 I -P I 7/10' A '- .NOT TO SCALE 11 EATH N 4 SIDES I k I FROMEDGE OF .24",D/C. REDUCE 0 EACH.BLOCKING i 11 I NOT TO SCALE - TO TOPPLATE (IF I I 'AK--" SPACING TO 16" o/c.FOR I UN6 I @ I I � @ � 0 1� SNHA I � , , _� - . I "�� I, SHEATHING/POST I SW2 AND 12" o/cFCR � tAitill V I P�T. UEAM ABOVE I I 1. ., - .ROOF SYSTEM- - -t I; -- � i I � -_ -_ ___ I LOW-CARBON STEELNUT FOR '�k'O 1, _" � - ; I SWI. . I- - - I AIR ABOVE ROUND -FENDiIi- I � - C I ____ I i I .*WHEN THE HORIZONTAL DISTANCEFROM THE 2x4#2 SYP OU I I 1, , i i = t i . E_3"x3'X9/­, - I , � ONNECTED TO WALL 1- � I . I PEAK,OF GABLE TO THE�EAVE OR SEAT;OF THE WASHER ABOVE I PER STRUCTURAL i i -fOVERHANGS 16" 0:24" /c W/ . I q - ,SLOTTED STEEL WASHER. ;ROD TO I 1,� F, I I ;DETAILS. ii 1 7 1 1 EXTERIOR WALL _/ I I TRUSSIS LESS THAN THE MINIMUM ON-CENTER I TO TOP I BE POSITIONED 50 THAT SQU I;A? �_' 1_' 11 I I SW (I E) h ; I il SPACING INDICATEDFOR THE 'X*-BRACING, A 0() H5 QEAG­H<OUTI_6OKEfR I �, � -r < ! MIN.7�6* THICK (24/16 SPAN INDEX) APA- OR ! I . LE TRUSS OR END i A�_ i ii i CHORD OF GAB I � WASHER CAN BE TOTALLY I _1 / � 11 BUILT-UP OR BOXED COLUMN MAY i SINGLE 'X"-BRACE AT THE PEAK MAY BE USED j I : TECO-RATED WALL SHEATHING ATTACHED To i � : I I ��-- F I � 4 11 DETAIL TO BE FOLLOWED AT ALL LOCATIONS WHERE 1 USED IN LIEU OF 4x4 OR 6x5, AND THE OTHER (OFF-PEAK) -X--BPACES.MAY - OVERHANGS 16M->24�-, 0 16-o/c 4P. - SUPPORTED BY TOP>_ I,- I (! ____ i I :I I i WALL TOP >. : ______ � FRAMING MEMBERS &BLOCKING PER TABLE BELOW. ! i EXTERIOR WALL RUNS BETWEEN TWO PARAI I F1 TRUSSES. :� i I ADDITIONAL ROW OF 8d - I I 1 I 1; I R'S DISCRETION. ! - V !TTORITI�E ABOVE WASHER TO 30-35 1 ; I :. � �,� I NAILS 0 6"o/c TO DOUBLE i 00 P I I BLOCK ALL UNSUPPORTED PANEL EDGES W/ IN. , E30XED COLUMN DETAIL ' v.. -,_­­� 6NIUNTDS AT TME: OF INSTALLA:J i � � 1111 I � / (2)H5 GEACH OUTLOOKER TO TOP I > - EXT_ WALLS ONLY , i .I � 2x4 BLOCKING. I I i NOT TO SCALE "11,11 , � 0 I ,--A�, .-Z:� I(AFTER EPDXY CURES). !1 I END POST(PER I '@TRUSS; BLOCKING DETAIL I ,FASTEN ALL. F HEA4G CHORD OF GABI F TRUSS OR END I I I ff 767� 2x4 BLOCKING AT ALL ROOF­\��IM4'4-p OF G TOP>� . .,�, q. (STAGGER NAILS BETWEEN I I �2ply MIN. STUD (9 ALL ROOF SHEATHING I 4 _� 11�_- I. 1 1 1 N ROD S BLE GABI�FIIAL_!L _� j --STRUCTURAL PLAN) 0 EACH END OFT-- To I- A W IL f-A "* � ROWS). I . Ii I I �. _, i I SHEATHING PANEL EDGES WITHIN S P "I, " �1 11 I I I � ___ I I ALL�, PORTS w/8d , / V) I ­_ SHEAR-WALL U.N.0- S I I 'A SUPP IS w,l Od \ I , - EE DETAIL D-ST.1 OR �/ 'INDEX" SHEATHING 1/2" ,� I I—- !I I I FOR ATTACHMENT OF PPST.PLY-S, ; I �_ �,%�,,�*�, I IV-O' OF GABLE WALL. NAILS 0-4!'o/c Ir2. 12 SYP BLKN'G BTWN NAILS 0 4"o�c I I ,FROM BOTTOM,OF SHOE� " �__===_,-I - At S to , . _. : i i 1 .1� � V, -­Z,­�-� I I 44.j TO CREATE MIN. I" OVERLAP I I j'%TR,MAXIMUM OUT­OF�PLUMB I � i - H , UUkLUUKthS.W/ - _j PLATE I _ T 4"PER FOOT OR 2' PER 1: �� � i 1/2"'WOOO-Tie I - _ �� tOE-NAILS I,,-P;,."`,T,05 � ___�R I __jVj___ !� 00 q 1 -4- T" _` : flj Kv____ �� � ONTO DOUBLE�PLATE 0 TOP . CILERANCE:.Y it . � �_: -i -_, ;. I rf� , '�1 WOOD-Ti.POD I 'FLOOR LEVEL- .WHICHEVER IS LESS. I - 5-1/2-MAX ROD UA 0. 1,4,� i .. OF WALL. .1 r�' . :, ;1 ,(S)-13IX3" TOE-NAILS 70P CHORD or TOP > ' . I - : � -47 -4- - I ;L I " z 8 6 �! \ j . HEADERPERSTRUCTURAL I, I, 0 OUTI-OOKER / : I. ;� , . I I ?QPPFD (-3­�_) TOP CHORD 2x4 BLOCKING ATAUL ROOF j i t 1 1 I L ­­ :�,-_, ... I BLOCKING-TO-TRUSS < . r�,� I ! !� . - -- Ill � F,-,, IKING-STUD ASSEMBLY PLAN-OR TRUSSLAY�IUT . t�,, I �- i . I . M SHEATHING PANEL EDGES IMTHI I 1! . I I I ; ,Ai 1­-,'19`��"��"_��WOOD TE R�D.PER I - ! CIP CH . .. ] --2. -L- OR -I- BRACING ON VERTICAL . 1. it i �i � ' I I . 4*-O" OF GABLE WALL I ­-----------,.----------- - . =�Z L, 11 � . . . I _______________ I '5�. To TOP> -:.EXT. I 1, . - ______ i � ;-, III ,ffL�:Ir 2x . I I�l � U � VIC 1�,, � m�t;� WEEISAS SPECD BY TRUSS ENGINEER. I � 1:11 � - __4 IM I I � - TOE�NAILS 0 MIN_fl)RDW,GF Bd NAILS 0 -1,­­I I ,� � ;B/ST1 I AS END POSTS AT I #2 SYP DBIL ____ __ - .- I L�Tj a a , � MIN.2x4#2 SPF 0 MAX.24"b/c w/ I I I i,131.0 i -"-.AT OPENNGSMAY SER TOP > ' I �� I! I __ I "I ,. 1. I I I . ,�,//,,, I�it . __S WALLS ONLY. .APPLY SHEAR -1 I I I 1 1 .-,�'­: I CONVENTIONAL tOVERFRAWNG ,CON'STRUCTION ;NO � -_=� -_-A I � I ", , ..v 1,��,LM-1 i . I I L I t i c ---. I ' I I I INSTALL.DaL 2x ! � \� w1t,(q)`..I3.1y3',NAIL I _131x3",NA1LS 0 15-o/c.FROM BRACING I � i __� I I IF � VE �: 1�� � -/ ;q (_ WALL EDGE NAILINGPER 1, 1 _,3 1 ') 4� I , I . I 1_(2)MSTA24 W/(-9)70d/ 1, TI-NAILS PER END- 11 TONES.,ABSENT OF SPECIS) ON I � bi "I EJST1 WHERE REQUIRED. , I i 1[. HOLD-DOWN AT EACH !t . LAX i, ­_­ ­ ; - EACH END OF EACH L'1� i I I I I I I I I i 5�1)2 1 1� � ­ � ­ ­­ TOP>ASSEMOL - USE 2x6 #2,SYP/SPF RAFTERS @ 24- O/C .ATTACHED TO RIDGE & VALLEY NAILER wl (3) " I I OF SHEAR-WAUL.PER I;N� I I '4 � I I TRUSS ENO_ REFER TO 'EXT. WALL 'OPE TO MATCH ROOF PjTrj-L Y RAFTERS I , , .INTERMEDIATE SHEAR I ; FIRST TWO STUD _ _131x3 TOENAILS. 1 3 ii ASSOCIATED TAB 1 ---�� I I - SL I LOW-CARBON STEEL 11 L SYSTEM-APPLICABLE FASTENERS, PER.DET,AIL N j I I L�i ;I � SPACES, MATCH . 11 11 I I I 1 I I VAI I FY NAILER - USE ONE SIZE LARGER T14AN RAFTERS AND ATTACH TO ALL INTERSECTING TRUSS TOP CHORDS W/ (4) .131x3" NAILS. I: I .AjST1 TABLE, TYP_ �IN - . �I � 11 ADJACENT "'� ; 1 , ,�,,,,,,,�LQUALLT ".,DH WAY AS SHOWN BELI I I 11 i � BEAM TO POST. "'. � � 111-- H INTERMEDIATE FLOOR ,"," ` ERACING.. LOCA � STUD SCHED�' ON STRUCTURAL C) - I ! _�,�_", I *P P�C � ;I )�AEX= X��!) DRAWING, USING WES LENCWHEIGHT 2x STUDS CON71NUOUS FROM FLOOR I RAFTER CRIPPLES - 2x4 #2 SPF CPJPPLES @ 4� 0 (MAX ,HEIGHT = 6'-3"*)� ��_ �,`III" �� COUPLER wl MIN_ %%" TO MULTI-STCRY I . .T+ I :. EIEJAA . Ir /C I , BUILDINGS ONLY. L L--........ ­. �-1: t� q I L� 1 . I :1 . i I � AD ENGAGEMENT 1� I ----t ..-,-----,.�.I.-�.�-.��-��--.�-.------..� - ii . 10" . I I � I � I I - I­ I ,� � � I 11 m EACH WOOD*1`ie ir' I I I ii I I SPECtE;q FROM � TOP V" OF 1 NAILS FM EA SIDE OF'X" . *IF IX4 T-BRACE IS ATTACHED TO CRIPPLE wl_1131xY - 4 0 C MAX HEIGHT = 9'-10"). i ROD. (OPTIONAL, 11 11 it I I PT J2 SYP 4x4 POST :,k 'A . . I TTACHED TO CRIPPLE w I! EIRACINC, MIN. (3) EVENLY MAINTAIN MAX p/c SPACING MEN STRUCTURAL PLAN. I LOCATE AS REQ'D) 11 I 1 . . �. dfIED X BRACES PER CABLE END. IAEBS EXCEED SPACING SHOWN ON / .131x3" NAILS 0 4' Q/C (MAX .HEIGHT= W-2"), V- _, I , I I THUSt SUPPORTING , _ A bRff*ff--TOP CHORD GABLE RO % t IF CRIPPLE DOES NOT BEAR DIRECTLY ABOVE, TRUSS TOP CHORD ADD t[l) 2_x4 02 SPF BLOCK BETWEEN TRUSS TOP CHORDS ATTACHED wl (3) .13lx3'* I t �,,,'('� , i I STUD TEDULE. � POSTAEM *tF 2x4 T-BRACE IS A � INTERMEDIATE SHEAR TASTE I-,--- I h i -COLUMNS TALLER THAN 10' OR H H H I . NERS, PER SILL > I ENGINEERED MAX 'X' BRACE SPACING- TRUSSES� I<,'- I I WGOD*TTie RODS­)�",dia. li SHEAR;CONNETOR SCHEDULE ON S-S�), � yz 01a. � \_,(Z) MSTAMWA24) IN I I � VOOD PRODUCT. USEPT 12 , _/ <4A2.PITCH - W-C)"o/c ' I TRUSS ENGINEERED ROOF _ '0, - ­......... -1 �� -Ti.REII V ,� . I CON N11ONALRAFTER$/JOIST. 1 TOE-NAILS TO EACH TRUSS TOP CHORD. A.307 THREADED STFELRODS H IF WOOD NAILS NAILED TO PLATES SYP 6x6 POST (U.N.0, ON I ,_, X2 -3(2PITCH - 6'-D-q/c , 1 7/16- THICK(MIN.,).APA- I � V = I � I U- -- N, I! ATTACH ,CRIPPLES TO RAFTER OR :RIDGE W ,(3) ..1310" NAILSAND TO TRUSS TOP CHORD iOR!BLOCKING w - T f-ATIR-)!LOCATED AT Ii AND BLOCKINGON INSIDE ­-1-1 - _ 1,11, -,.-6;-= -, It-I .CORNERS, EACH SIDE OF i 1 TRQTN'L WIL CONNECTORS ,WQQD*Tle ANC ORING RODS WE OF ALL s-ORUCTURAL.IPLAN) M ___ -1 \ TFCO_RA WALL SHEATHING. I - � , RIDCE - USE MIN. 2X8 P SYP/SPF RID.GE,,(RIDGE TO BE ONE 'SIZE LARGER THAN OVERFRAMED RAFTERS).,/ (3) -.13110 ,OENAILS. � - I 1, EXIRAROD REQ. FOR SHEAR�WAU.-HOLD DOWN LIN , q - Pk.... IL1 V1 �,l-- I . �l . � V) Li �: I :----t ,OPENINGS LARGER THAN,6- .. ADDITION TOANY RODS�IJSED FOR UPLIFT. I i - L - I I ATCH =DSIZEjSPAClNG NAIL RIDGE ENDS TO COMMON TRUSS @�ONE END AND -,TRUSS TOP ,HORD OR .BLOCKING tSEE ABOVE ,AT OPPOSITE:END w ;(3 .1310" TOENAILS. I 'INDEX"SHEATHING 1/2- FROM j 1 AND Wo/c (EXT. WALLS)or I I I I - I , 1, , `:�i _ �1' RIJI-EMIDIATIE � I - _\ DESIGNATED FOR WALL BELOW , ') V ) , Ljj r-L : - ILL . H I I /S i - �PLAT, � c�(INT. WALLS) � I i _ :SILLPLATE z 2bI4#2 SYP LATE LUCK ALL.PANEL EDO _=KAL't� 'jur, CHORD DF TRUSSES BELOW OVERFRAMiNG w/ PROPERLY ATTACHED ,APA OR TECD ATED SHEATHING PER DETAILA T1_ i BOTTOM OF SHOE PLATE FOR s � i I 4�q/ I � RAL BRACING-/ E-S. BALLDON FRAMED -7,�� /VV_v-C 10� >_ ,MOISTURE:PROTECTION AND TO HEAR � I PuST TO SLAB CONNECTION� - I ONVF-tTG3-,,(It�t-TRtJSS-INSTALLATION-P.ACKAG I FOR-'VIW*0KF 1,_� ..... � - I I WITH w/1(3) .131x2i" NAILS�INM. EACH I . -, �F,Ru, FATL)gFN.-- r7 THEREAFTER.SEEDETAIL I i , CONNECTORS - i I 8d COMMON I �HOLD-DOWNS- 'EACH END OF EACH SHEAR-WALLSEGMENT I BEAM AIJU44 OR ABU56 W/(12) 16d TRUSS BOTTOM CHORD. MATQH / 0 T **BALLOON FRAMING.MAY BE USED ATH PATTERN FOR ____ D � i CREATE MIN. I' OVERLAP:QNTO I i F/STI FORUSE ATENDS OF I SPACING &LOCATION F C NNEC END 0F;LATERAL BRACE TO . -. -_---- TINUOUS .PATTERN FOR 2x4,#2 SYP 1CATS"O - I I 7 SEE TABLEFOR I I I I � I :2x #2 SYP CON < DOUBLE PLATE 0 TOP OF APPROVED I I SHEAR WALL SEGMENTS I NAIL SPACING - I I TOP MEW OF ABOVE & ATROR (1),HT716 & AIR. I BOTTOM� HORD OF GABLE TRUSS .wl EITHERROOF TRUSSES OR CONVENTIONAL SPECIFIED SW�BEL �� FROM TOP >OF SPECIFIEDSW(BEL 1� 11 12�o/c ATTACHED ,TO TSIDE FACE OF SSHEATH WA I I 2nd�FLOOR SHEAR-WALLS I I C OU ING . SHEAR-WALL Ist-FLOOR SHEAR-WALLS ADJACENT'X'BRACING. � r%001 BE -FLUSH- W1 SLAB EDGE .FASTENERS AND I I � DESIGNATION �� � I em&ii _,��Jjj (2) H2_5's.1-15's DR EQ_ FRAMING. IN EITHER APPLICATION. WALL AT SHEATHiN I SHEAR-WALL TO ADJACENT I AT SHEATHIN TOP ; U) I I . US FROM THE CHORD OF INDICATED I'll � _ SPAC G. ­P­���IPMEL� TRADITIONAL WOOD-T`w . TRADITIONAL I WOOD-11e I I I I I TUDS CONTINUOUS FRC �ATTACH BOTTOM CHORD OF GABLE !I i FLOM REI W To TOP PLATES IMMEDIATELY TRUSS CONNECTIOM I I .1 I CON I NECDON. ATTACH TO EACH - I � 1 i I EDGES I FIELD HARDWARE ,RODS HARDWARE RODS I I i FLOOR SYSTEM TO BOTTOM CHOP I-:> TRUSS TO TOP>ASSEMBLY wl I .ADJACENT. AND CONNECTED TO, TO THE -i N ;1 _ I . A, I � x Y NAILS FROM TRUSS BC ; SW I I FASTEN STUD PLY�S i� �� � I .�; _� - 0M TO .. . ADJACENT TRUSS W1 ; - - F__ — ;; (2) CS'It's ACROSS I WALL SEGMENTS > I . -r � . � ., � OF GABLE TRUSS. SEE I UNDERSIDE OF THE OUTILOOKERS ABOVE. LF i TOP>- MATCH EDGE \ (3) 10d COMMON I I..t WALL SEGMENTS >-15'LONG: WALL SEGMENTS.2. � ,�,,� i .1 310' TOENAILS 0 is".1. & EITHER -A I ; TO 2x AND FR 2x .1 c1l I i ENCLOSED ; v'. 15'LONG: NONE FLOOR SYSTEM TO - i TOGETHER PER DETAIL ­_ STRUCTURAL PLAN. GABLE TRUSS IS USED, IT MAY BE APPLIED TO i ; - ,� 12'o WALL 15 LONG: NONE r-,---\-f , s I I D-ST1. '1/1�1 1". �, " ,,, i NAILING.PATTERN FOR TOE-NAILS z W /'11 SEG - (1) REQ�D. WALL ,HEADER OR STUD , '_ - "; 1, __ �' . ./c NONE REQ'D. 1 7,777 " />', MSTA12 STRAPS 0 4B'o/c OR LTP4 ,� I Q_ ,z - 11 �� . - (ACRY1JC' , -7/1-1/1, THE INSIDE OF THE WALL STUDS AND THE B.C. I SIMPSON "AT I_ - �, '1�, , 7 3/1 PLATES 0 32-c1c. _j,- TIE) I MENTS <15 LONG. I REO'D. WALL t 1,11 1,1�1� v 1,V 7-I ,�� ,".�,�'[ ATTACHED TO EACH STUD vWTH (3) .131 x 3- _*; SPECIFIED SHEAR-WAU 2x 2-PART EPDXY, INST � I I !i . I I� ,,,1�11, ,�� � ENG. TR � OR EXCEED I ,I I-\r,'e�,,�,"�'� - 1. . ,:�i I PARTIALLY �/ I ��,'�'1:1' �,1, � _�l - ���,-- __j ALLED Ll .ij I/ FOUNDATION - 11 , MUST MATCH r):� X E) PER MANUFACTURER'S _j �HT116 OR (1)PHD2 SEGMENTS < 15' COLUMN BELOW w SEGMENTS < 15' I! ':1, � 11 � us$ ENG. TRUSS ENG. TRUSS :2 6 i < ( MONOLITHIC-STYLE I - (�))k"dlo 1stFLDOR i � ­ -- ". I I� ��' I AND THE T.C. TO THE TOP PLATES wl.131 X LENGHT OF SHEAR-WALL_ 1 . -1 - i ENCLOSED : s"a c: �8"o/c i I LONG LONG: (1),rdla ',��,,,�`,��_,�,\-'��_'��,�,,X�11 I I l,a\ � ,INSTRUCTIONS. tj ! i FOUNDATION SHOWN . V I � I - OWN lie ROD I r I I I � I ** BOTTOM CHORD OF GABLE TRUSS,MAY BE - , --� 3" 0 4�q/rl IN (2) STAGGERED ROWS. .. . �4 I W , 3. ; � " , ____�, , ! C ARITY I . I ; :HOLD D . ATBASE! I I , ­/­/,"', I PLAVORM E13AMED . _`�;� ,, r� C,ONSTR�CT SHEAR-WALL- CONSTR . I I ,M,�� I 'FOR L , SEE I I � I WOOD-Tle ROD � � WDOD-T I : I , ,�,�, FLAT, SLOPED,:OR COMBINATION THEREOF. IN I., 11 IF` I SHEAR�WALL- ECR�Ijj I 'PER SPECIFICATION. 11 _j i : I ��,,,�-�"\,,��/,', 'M 51 1 SHEET ST2 FOR SW21 ! ' CIR-.(.l,)PHD2 11 (1)X'dio : W CS351ACROSS ' ,(j).Vdic 11 i I i , ,FOOTING,(IFF I .ALL INSTANCES,. VERTICAL WALL FRAMING MUST I I IF Ist,OUTLOOKER IS I PER SPECIFICAT' c il < I - I I i ENCLOSED ' � �H i FOUNDATIONPLANPOR BE�CONTINUOUS FROM FLOORBELOW TO TOP I I >3Z:F.ROM:F,ASCIA OR BOTH EIDE( �w 0: Lu 42*q/c 1 "a '(�1) -T'T'15 i WOOD-TLeROD I +=1!= ... .. ,5 ,I ii I ORBOTH SlOfXq) M _�z� 'I-- .APPROVED FOUNDATION 1 2 /a i FLOOR SYSTEM TO WCODATIeROD, ) Y E - I-,�'o� 0 S/STYLES. I �- , : I .HEADER DR STUD I I "LLE) PLATES IMMEDIATELY ADJACENT.,.AND I,-,' BOARD,DOUBLE 1st SHEATHED. F SHEATHED. . � 1 i I� � . 11� TYPE , ; ,COL. BELOW wl Ist _F :1 BE FLUSH .WITH,EDGE 0 I I I L!:4 I OUTLOOKER ONLY i A ill , \_EDGE OF 2x.NEED NOT 0:� U , < M, -D I ,PARTIALLY I 8.0/c, ; . -DOWN I r CONNECTED TO.BOTTOM CHORD ABOVE- - - I � OF TOP >. Jc CO -72 , �FLOOR.HQLD , , � 'j ;0 I ENCLOSED I 4'q�c I ! � I I . I I THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A THIS,DETAtL PROVIDESANALTERNATIVE METHOD OF ATTAIINIA Q_ � , I i i . I � I .AT BASE I � @ - � I � c : 4 1 � � I .�(l I @CHAN 3E IN PLATE HEIGHT FRAMING DETAIL U.N . , SHEAR�WALL TO A:HORIZONTAL,(ROOF�M FLOOR);DIAPHRAGM ,VIA SHEAR-�WAIIL TOA HORIZONTAL�(ROOF 1MFLOOR)DIAPHRAGM�MA D M MIN_2* EDGE 1 4'% i .,(l,,) HTT22 M (1�)PROS 1(11) Vdia WOOD*11 -Tie � 1� � I 11 SW1� � i I e ;�(3)CSIB'�*AGROGS I -) %"dic WOOD I ANENGINEERED TRUSS, 4ND MAY BE USED LLO. FRAMING THE .AN ENGINEERED TRUSS. AND,MAY BE USED1L.D.11FRAMING THE iFNCLOSED 'ROD,(MATCH HTT22 � �LCM SYSTEM ID I�ROD � DISTANCE I _f] SEE SILLPL. SHEAR CONNECTOR SCHEDULE ON 3'olc 12"o/c I NOT TO SCALE NOT TO SCALE � SHEAR-AALL CONTINUOUS TO THE UNDERSID'E OF THE SORIZONTAL SHEAR-WALLGONTINUOLIS TO THE,UNDERSIDE,OF THEJ,1QRIZO.IAL : I S-SHEET(S) FOR SILL.>-TO-FOUNDATION 11 EMBED./EDGE DIST.) HEADER OR STUD (MATCH H � I TYPICAL CABLE-END FRAMING QETAI �_ LL_ E n ) - 1� .ACHORACE WHEN USING WOOD-Tie RODS. i . ' COL BELOW w EMBEDJEOGTIDIST.) 11 L - U.N.G. SHEA i l,N G' CAB WHEN CO�VENTIONAL SHEATHING. T,HtS D,,E,TAI,L IS bLQT APPLICABLE WHEN QQN� TIONAL � wl,3*x3 _/ist . T' I .. IN IS El _ N U 0 W � XY4" ____ AL INFORMATION AND DETAILS -_ -_ -_ NOT TO SCALE R11F F1 AMINT'S11 Um�:I ROOF FRAM _ ROUND-HOLF WASHEF FLOOR HOLD-DOWN w/ 3"x2i'W _--__---------I � [NCL_0E , � L.AT BASE ROUND-HOI E FOR ADDITION SEE TRUSS ENGINEERING I 0 1 U) WASHER I- It _ 11 I ON CONSTRUCTING A GYPSUM CLN'G �111,_VFNLS FOR MAXIMUM o/c I OPTION I OPTION W2 � DIAPHRAGM,REFER TO REPORT ICC ESR SPACING OF,BRACING. , I INTERIM SHEAR-WALLS 9NNING PARALLFI To TRUSS ABOVE i V_ WOOD*Tie DETAILS & SPECIFICATIONS I I ,- MIN. ZIS)8d NAILS EACH END OF.EACH STRAP. - 1338 & ESR 1045 "GYPSUM BOARD I; EXTEND HEADER To KING STUDS � INTERIOR SHEAR�WALLS,RUNNING PARALLEL TO TRUSS ABOVE I D 0 0 @ NOT TO SCALE INTERIOR &EXTERIOR APPLICATIONF,". SEE H.LB, '91 and 7S' 1-03 ' i L I NOTES- 1) HARDIE-PANFL OR LP SMART SIDING IS AN ALLOWABLE ALTERNATIVE TO THE SPECIFIED 7j16' THICK APA OR TECO-RATED WALL 6LL UNDER-FAVES(SOFFIT) To FOR ADDITIONAL ENGINEERED � i -_ I _j � SHEATHING ONLY IF tDENIIFIED ASSUCHON JHE STRUCTURAL PLAN_ BE EITHER VINYL SQ7FIT I WOOD TRUSS HANDLING. .KING STUDS PER STRUCTURAL I I I MATCH EDGE NAILING � I Q� It � I I I -- e � ,MATERIAL,RATED,& INSTALLED I 11 I t 5PLAN. EXTEND IDNEKING TO ,TOP I� I 1. . . � .� � -------- PATTERN FOR - - RCOF/FLOCR SHEATHING - 0 : 2x #2 SPF:BLOCKING. AS REQ�DFOR RADIUSED-TOP I Z) OPENINGS ANP/CR PENETRATIONS GREATER T�AN 12-x12-ALLOWABLE ONLY.fFoIDENTIFED.AS SUCH ON THE STRUCTURAL PLAN. I I � 0,, .;INSTALLATION AND BRACING I � . � . . � I I �__ 0 0 -3) Top FOR THEAPPLICABLI-DESIGN _k1-I TAI It OF HEADER. INSTALL REMAINING I I I SPECIFIED SO�(BEL ' 2x4.#2 SYP-NAILER TO ,> SPLICES IN SWI &SW2 DESIGNATED SHEAR�.WALLS SHALL BE MIK 4a'1LONG v MIN-, � , I I KING STUDSAS,JACK STUDS AND ___ . . . . . . I I � MIN. 7/16- THICK WALL � WINDOWS. w,l k7) .1310" TIDE-NAILS PER END. i ./ (24.) EVENLY�SPACED 10d.NAILS. I PRESSURES.FOR THE'SPECIFIC 1� " - _77iT-1�__ 40 ;1, : ')�": : : � :� ,HEADER PER STRUCTURAL PLAN. " AT SHEATHIN - BOTTOM CHORD OF TRUSS I ; . I -Z �, 4) AT LOCATIONS WHERE MIN. SPECIFIED TOP>OVERLAP Is NOT ACHIEVED., ADD ,(2) MSTA24's (ONE EACH SIDE OF-_�) CENTERED ON I , % __,_�, . - - P I � / ,e./ t le% I . � I 11 1x4 SYP CONTINUOUS BRACING .STRAP EACH JACK -TO HEADER ON _1� I : 11 I I I I 1 / i 11 11 Is- W/10d,COMMON 0 3"P/C- ./ ./././ /�f ./ ./ . SHEATHING OR STRUCTURAL :HEADER,.ADJACENT TO , EACH SPLICE I APPLICATION, OR. ,3��'THICK �_,, __1 ­�_, I � �� � ._/�.; i I CHORD OF11 I I PRDVIDE:FULL�DEPTH � U i . � �MiN,') AIPA� OR TECO­AATED .5�' ./(2)10d TOEACH rRUSS. UNSHEATHED SIDE w (1,) MSTA24 I - � � . � I . � TRUSS CON, ;� I— - SHEET�SIDING wl(j) ROWOF Ed TOP>- PER%CAH OUT -SPH4-6-B CONNECTORS 5) SECOND-FLOOR SFEAR-WALLS LOGATEDABOW CMU WALLS SHALL USE HOLD-DOWNS SPECIFIED FOR FIRST�FLOCR z I- ,/ - -7 TION. .1 7 6- THICK (MIN�) (24 BLOCKING BETWEEN JOIST/ "-,;,/ / ./ /,/ ,II�/ 11 N v W 2 TURALPLA J�"t, , ,� I SHEATHING wl 6',/6"o/c --,\ - 1, ��` DO NOF SPLICE-,OVERLAP I PER PLY. _­::�:, F I --I ;1 ,/I ps TRUSSESAEOVE let SIDE /_ � ; ,N. , ,,,,, ,Up,,j,G_HEADER a � SHEAR-WALLS WITH MINIMUM AIR EMBEDMENt,(INTO IJNTS_ OR TIE -FOR 1,/2�.dia AND 15" FOR 5 � -1 I --_ � � 1-1-1 I i ! SPAN INDEX) AP.A- OR I NAILS 0 3!D .AT TOP OF � ; , , I -BEAM) INCREASED TO.12 jaROD 11' . �_ - --� S. � f SHEAR�WALLS-ATTA-ii I/,/ / ./�/,I ./ � 16d NAILING. BLOCKALL I I k---�t -z,-� JOINTS MIK�14) AKUS�t_ � � � . ,�! I I I B) AT LOCATIONS.WHERE AN INTERIOR WALLIS DESIGNATED AS A SHEAR-WALL, THE WALL MUST BE CONNECTED TO THE!DIAPHRAM UNSUPPORTED PANEI.EDGE, , 1-11, I , _/5'd " I I I N TO TOP_-;�)AND,AT , "'�', ,MAX._32�,q/c. �� I ,FCO�RATED WALL � � SHTWD,(I I �, I F EXTENDBRACING TO END OR I � i ENG. ,.,,-- ;,2 SHEXTHINC,w ,3',o I I I BOTTOM OFSHT.W'G'(.IN TO HM.. � . - I ..4 i ,� / Vc ,/./ /4 � � , I I I I _--�,QRACED WALLS &.ATTACH. -wl 8d:NAILS 0 6"qjc.AN T ,F SHEATHING TO BLOCKING NO ADDITIONAL>-TO-HEADER , .1 ABOVE..REFER TO DETAIL W/ST1 FOR OPTIONS. � i - � � 11 ,15" MINIL FOR I STORY i NAILING. BLOCK ALL Bd I D �'/ /' V / I I . 15;:,.�� ­ - I :1 . I ; 1� i - I � FASTEN SHEATHING TO HEADER W1 I I Z4' MIN.FOR 2 STORY I� ATTACH :�NtAININti DPANFL I BLOCKING TO TOP PLATE 1/1 .z /I / ./I z ,/./ DESIGN ft I --- t�i ,UNSUPPORTE - CONNECTORS REO'D wl TRUSS I I t"' . .13IX3" TOE- C!R TYPICAL SHEAR-WALL ASSEMBLY DETAIL _1 . TO NAILER W,i`Bd � EDGES w/2x BLOCKING. . UPLIFTS ,1,000* FOR HIGHER , Bd NAILS IN 3' GRID PATTERN AS !-I I W,1 0.131"x2i' TOE NALLS I . - - . I- 1 5 UPLIFTS USE CONNECTIONS AS ,'17 . I --, END-NAILS 0 K G-STUD "_�', I I / SHOWN &3"o,(c.INTO ALL FRAMING � 31 1 COMMON CP 3'o/c I 4"0,/C IN (2) STAGGERD a RW I . MEMEBERS �STUDS, BLOCKING,AND 11 . ;� AR- DRAFT ; �---L-I __ TO HEADER. 2x6 HDR. I I I I ROWSL �i SPECIFIED ON STRUCTURAL PLAN. Z 4-1 �� _._USE (5) NAILS� 2xB& � (9 � �ZI/1-oj'c 5d COOLER LF CONTINUOUS BRACING IS FASTEN TOP PLAT 1-7 JI ' � I \ PER SPECIFICATION. . " I I f� I SHEATHING BE ON OPPOSI -1 I I � � J� =AT AC4�1 )4 I TO 1,-I SILLS0 ITYP). �1-1 1� -IF THE INDICATED ,, ATTACH ING I ., APPLIED TO THE BOTTOM OF THE E To / I . EMBEDDED STRAPS ARE SHEATH I 11 - TE DOUBLE TOP >OF ----" --, I � HEADER W1(2),R., i I:,I I TO TOP>?S W1 Bd SIDE: OF WALL OF BOTTOM I E I � WINDOW HEAD -.APPLICABLE ONLY I � 2x1O HORS. USE(q) - I I I , _,z .131x3' TOE- OR I , I BOTTOM CHORD (AND, OF 16d NAILS 0 3-o I I � WALL I � I; � � COMMON 0 3-o,/r- CHORD NAILER. .. I i I _/c , 1, 'I CAST-IN-PLACE AT I END-NAILS 0 KING-STUD WHEN WINDOW DOESN'TATTACH �1�� NAILS. 2x12 &.ENG. I _____� \-TRUSS BOTTOM CHORDS MAY BE-/ NOT PROPERLY , I I I WOOD HORS. USE(12) 11 (1) WOOD-Tie:ROD ADJACENT TO BRACED BY EITHER METHOD - SUBSEQUENTLY. THE GYPSUM CLN'G (TYP)_ z � -INTERMEDIATE(NON-CORNER) I I I TO HEADER 2x6 HDP_ USE I DIRECTLY TO HEADER. SEE TABLE FOR \ NAILS— I STUD POST IF PORCH BEAM is I I THE CONTINUOUS 1x4 BRACING IS ATTACHED TO THE BRACING, � " PORTAL FRAME DETAIL MATCH .�d C FOUNDA-DON POUR, I I 1� I SCALE N-T-S,. 1 (6) NAILS, '2xB & 2x1O SIZE & CONNECTION(S). CONVENTIONAL.LUMBER(2xIL 2ACI. ED TO ('�340 i RATHER THAN DIRECTLY TO THE I ;1 � TYPICAL. SEE STRUCTURAL I L- THEY MA I THIS DETAIL PROVIDES M ALTERNATIVE METHOD OF ATTACHING A ,I � I I . !� I "_ TOP PLATE MAY BE NOTCHE I _ M AT RIGHT) OR THE RIGID I TRUSS) THE MAXIMUM q/.SPACING � I Y BE I SHEAR ! : , I A� �� . TRUSS-70->CONNECTOR: I � - - JACK STUDSPER 1i HDRS.,USE,(Si) NAILS, 2Y-12 ) I: ­_--_-_-_-- �. 11 _)_ � -ILEROD 1, ALLOW PORCHBEAM TO BE�LET�IN T,O ,CEILING DIAPHRAGM f-SHO.WN AT , o� �z .. FOR ADDITIONAL INFORMATION. I J REPLACED MTH H._. - -WALL TO A HORq_ONTAL (ROOF OR FLOOR) DIAPHRAGM VIA - __11 � ���-------- (1) 11 f MAX �CONNECTOR TC. -DULE Mir - t - 1�------- , I \-�I)IVSTA�SERIES STRAP 2x12. ETC WOOD _1 I 4L OF THE BRACINGIS 24'. TU i - , I _�- TH 0 WOOD'HDRS. USE ­� -1 -E �T '. SEE TRUSS SCHE &ZUG. --- I I 1 ,ADJACENT TO EACH SLDE:OF POST IF � WALLPROVIDED THA.T�(1) 2x4 #2 SPF I IF STRUC RPLIPLAN. __'Z1E11M �- I �-9,;E llilk - ..4 1 AN ENGINEERED TRUSS_MD MAY BE USED LLO.,FRAMING E I DATE 3.11.2012 � t,--,r------- F_ -1 � 0,EACH JACK-STUD TO , LEFT). ,.�_ 1; � =11� 7 7 I.I. SHEAR-WALL CONTINUOUS TO THE'UNDERSIDE OF THE�HORIZONTAL . TYPE'. "I , T i ! PORCH BEAM IS ENGINEERED.LUMBER ., POST ISADDED TO EACH SIDE OF STRAP TO.HEADER ON - AW-1 1 I � (DTL.A/S71.) I . I I � - I I I .1.1 "I *ViA%9CHORING RODS,�PER-/' �­INTERWEDIATE VANDOW:HEAD- r � �HEADER.!2x6:KDR.;USE I UNSHEATHED SIDE W/ ; � , it I SMIHIN HIS DETAIL" NOT APPLI I I; �I � .� !I !(I qL�tvL'PSL, ETCj PORCH BEAM TO SUPPORT TOP >. IN I/B , � ; FORA PANEL SPLICE (ifneeded), - EMBLUUED SIRAPS IS LF WHEN CONVENTIONAL . I DETAIL,B/STI,EACH SIDE OF 32'STRARS,2xB A:2x1O , 0 FR 211T USENIS I r j APPLICABLE.w/DETACHED ,, I I GYPSUM i DIAPHRAGM METH CONTINUOUS WOOD DRACING MEJHOD (I.) MSTA24 PER PLY. I MIN I.I A I - STUDsj SHEAR wALL _/ I . JOB ;NO. STANDARD �� . - STRAPS� .A - ',�_ 'I'A ADDITIONAL-Pr- OF #4 1 EACH OPENING, WITHIN 2" OF �� ,, I HORS. USE 18 li DDITION,,,(j) WOQD*r.ke.ROD S14OULD I _0D � � >, : PANEL EDGES SHALL BE BLIDC;Ktt)� � .!.I I .MUST BEINSTAI I Fri wl FRAMINuPER PLAN I : TRANSOMII(S)'ONLY.SEE TABLE ,,, BE INSTALLED TO EACH SIDE OF WHEN I �I &OCCUR %THIN 24' OF 1, � , ,, - - I OREQUIRES USE OF EXTERIOR-GRADE GYPSUM BOARD I : : , , 2x12&�ENG. WOOD HDRS. I 1 " I AACK�/KING-STUD.ASSEMBLY. :I ,1 1 I � �, I I I � -)" i MID-HEIGHT OF WALL �I. �'-j .REBAR FER SIMPSON I !i F", FOR SIZE L& CONNECT[W(S). , � OPTIO � � r, I:jSE�24' STRAPS. I � ORCH BEAMAND (f) MSTIA24 SHOULD I 'USED NTH 'PARTIALLY:ENCLOSED" BUILDING TYPES) 1 7/15" THICK,(MIN,) (24/16 SPAN k Pu 1�� , r I : .1� INSTRUCTIONS. - OP TI ON #3 � . , :� ,� I 1%. -1 �," I �Id I - S Q.�FT_ DETAILS I I �. - - — I , -- BEATTACHED TO�I(1)SIDE,GF EACH I INDEX)APA- OR TECO-RATED . I I INTERIOR OR EXTEEIUR 511LAK�, ALLS RUNNING 0 I � 4 I�(I)SPH4-6�8 GONNECTOR 1 ,:��,,�,��� I . "i � ; ��)�,� 1- 1\I I i INTERIOR SHEAR-WALLS UNNINGPARALLEL To TRUSSABOVE L -li-WrW! I"I TOP�>CENTERED ON THE JOINT. J 'WALL SHEATHING. BLOCKALL r �� �,�,16' MIN. FOR I STORY - �, I � -]-I I-1- PERPENDICULAR TO TRUSSES ABOVE V/HEEI_,QR I -- UNSUPPORTED PANF-I EDGES wl , ,I - -� JACK- &KING-STUD(S) OSINGLE JACK-STUD TO �, ,�- __ ,I TYPICAL BOTTOM CHORD BRACING & SOFFITS DETAILS '� � , �� /7�� 24' MIN.FOR:2 STORY , I I )WN I 'VERTICALNEB 6" To 1'-b"- I I Pridject Engineer- PER CALLOUT ON _::�, I, , 2x BLOCKING. ,HURIZONTAL I; � �:, P�. 11 ;H( -, TRUCTURAL PLAN. I HOE>_ USE (1)LTT203 I :��,I " . -1 I P NOT TO SCALE ,: __1_1� � I - f � . � S AM MAY BE NOTSHM �,�_> (SIT, ) I ... C�) I �. 0 DOUBLF JACK-STUDS TO t __� , I I . APPLICATION REQ'Dv/STUCCO 1 1/2' dim ANCHOR BOLTS I,11 IN PROPER H - I "' AROUND TOPPLATE PROVIDED I - - FXT.FJMSI-L - A W1 7" MIN. EMBEDMENT& -vI 1, I WINDOW SILL- SEE I�ABLE F FOUNDATION_ USE (1) I THE TOTAL DEPTH OF TI-E I - ____ (2) STHD14- EMBEDED . 2"x2".0J16' WASHER (TYP). : 11 CURB WALL- . aine, Ft SIZE &CONNECTICIN(S - 1, Api'LICAIJON w1irl ____ T LOOR �` � ; INTERMEDIATE SHEAR HIT16 0 TRIPLE (OR MORE) I I BEAM IS > 9-1j4' UNIESS I - I � � PLACE I I 2x4 RIBBON BCA?D SHEATHING � L ne4e- � __� / ; d , STRAPS 14" INTO 3ply 2x( ) #2 SYP I I - FASTENERS, PER SILL> JACK-STUDS TO NOTED ON THE.STRUCTURAL __,_� FOUNDATION. USE , , 14 +MNDOW(S) AND).��7 - I -1 11 11 -EMBEDMENT LJNE- I lerw ... SHEAR CONNECTOR SCHEDULE '--,, ------ COR(S) SHALL BZ3­-Z_ FOUNDATION. SHEET. � I STHD14K MEN LOCATED !! PT SILL>. 1, , - , AT BASE OF CURB I FOR FLOOR AND � I +L LIMIT 7R�J 1 -- I - _ -�- _1�4 ,� ��---� i , �6 i t� . ! WALL. SHEATHING - I , ON S-SHEET(S). ATTACHED TO I It AT A CURB WALL(DTL - I r, ­U4 1 - I ; I 1� , �", i INTERMEDIATE r 1 -I I ATTACHMENT. TRUSS TOP CHORD I. :Gi Lim - 2.. ' I �� APPROPRIATE I i : , 1, 2AT2) MID BEGIN I ,� I . I - 11 _+ K, -IRUSS BEARING , ! I I I < _ : / ANCHOR BOLTS PER i ,,;,� L 1� � L i I �i It �FRAMI MEMBERS I ! 141. I DETAIL. I -, -,,�', __� \-,NAIL POST TO PORCH , � , EMBEDMENT".AT BASE OF :g L 1� 1 , LISS � 2 HEEL/END VERTICAL . 4S(,"�',L 1 pq 9,, Ill 297 - 1. i 4AC­1­­ I . . -4 ,_ ��, I _�-�� ---,- - I I ; .CURB WALL I 1 � I it I 1� � I i ."I , :1:::� �. . I 1� , , - ,I -r----- � I � I I 4 \_�_�- \ I 11 . � ;. I I I,;I I 11" I _W��6'6�4E' 'L A/STI, TYP it " I �_, iHEADER�.W/,(I)!ROW OF , - - I � . .OF TRUSS � 1� - - , - I : I O 4 I _j :1 I 1 I __1q I - . I .� �, �� .1 , O/,C. H I �_ ;i �,/', I i 11,�, I .131:x3'J,IAILS 02' 1 �-- -y� � I I ,REO'D PLACEMENT � —--A M9 — . ' . __ . TIONAL,(LLO. � FOUNADTION PER STRUCTURAL PLAN. , , I I 'WALL FRAMING r .1 , � ____ OF I , I ZZ4;�I�RER'- i � , I _,�� �,, ROOF SYSTEM - P � 3m',�RKJCTIONS I I i I I 1) 10d 0 6�p/cFROM CONT. DIRECTION& � i I I ���- . " 3000 X.Ponce.DeLeo Loyd. I . I I -� _,-1 I I STHD14's) HTT22'z � it � x4 TO:2x4 BLOCKING I I I �, h � T , . . ,_115�� ___ I � � :1 I L I � �' , � I I I� �� I I- -1 I I � Augbstili F�32Oe4 � I I _,,��--- ��—k _v I 11 . . St. , .-I, �: " 1 4 . I I __�� y�,M :;1L - ---�. ., I I\, I ---- �-N —_ �_—-- 11 MQ_0D*Tie AbICHORING R TRADITIONAL METAL CONNECT 11 I -2x #2 SYP TOP> i t I � J� 5z 1 . (9 PORTAL FRAME DETAIL . �904)624-0§ ;i , I! � HORIZONTAL 2x4 SPF,#2 , Q6 , ODS MRS 11 PORCH BEAM, SEE I I t,- 11( , "� L ,(2) ROWS OF,131 NOT TO SCALE BLOCKINGBTWN TRUSS I. , ,,\ � i� I � !I POOF/Fl-0 . STRUCTURAL SHEET F : I !,PL EW OF CORNER 3"NAILS 0 6"clu ,DR SHEATHING --_ k I 1 \ _//;�, , i 1 1 � EXMIZIFR 0ALL-OPENIN2 HEArER OR SILL T20 MP�L ExFQSu4zr B- 1! MINIMUM SIM i %- THICK (MIIIL) AP-A- OR 1 11 1, - 1! I SEE STRUCTURAL PLAN. 11 I . ORD --_-_---_-I_ I i I TECO-RAIED SHEATHING wl i ... TRUI TOP a 'SHEET I I,4AA-wom SPAI4/uPF",114i;FCR it I FOR STUD SIZE/SPACING 1� ; 11 - _1:;:::::::::::-- -:149 R 1 6' - 1 I I I 1, � M: lil�EI`l NALL HFJC44T CON;iECTI�N REQUIRED .1 11 _/6*c/c 8d NAILING. BLOCK i I . � RFVD _- __ . ­ __ �T END'.. L i I REQUIREMENTS. i � Au UNSUPPDRTED PANEL EDGES '­ r-11 ��___M_-m- HEEL PR END . I '/ -17/ " I e - T-T , 1 VERTIrL OF TRUSS -� I "I // " ­ I 1, I 'O' I i7p I I I I �-8,_L 'i __i�I , .I �1 �� .I i I - I i I. EADER w,l 2x BLOCKING. i 2x CHIMNEY FRAMING I ­ � / � PORCH,H � ____� ____�­ -_ I 1 1-7 j 5'-3"1 5'-O"14'-t0" i-ai3i X 3'TtDE NA4_5 STUD-POST- NUMBER OF PLYS TO I MEMBERS - SEE STUD / . , . // / / ,./I / I�---- 1\ (3)_I3Ix3-NAILS TO EACH 1-2X4 . I I _-- _____ I UK 7 , / .. I - "-I" I I MATCH HEADER. STUD POST SIZE 2x SYP BLOCKING w/-1 31 x3" 11 I TABLEFOR SIZE., SPECIES I -/Is- THICK 124 1 / �� 2-2X4 ,-, 3L IIAILS -AND GRADE TO MATCH WALL STUDS I !I I ___�) _/1 6 SPAN / " I� I // I ,�" I.-"', /, // �,� TRUSS VERTICAL & 0 B'c/c I '_ 13'-4- 17'-Il-1 7--6- ___A TOE - - INDEX)APA OR TE(P-RATED WALL / / -1 " , i _1310"NAILS TO .1 _ q4 I ___� UNLESSNOTED OTHERMSE ON NAILS 0 6 o1c TO TOP OFTOP &MAX. D/c SPACING I / / � ,� , "/`I 1 �Y:z / �/ _INTERMEDIATE BLOCKING. ADD I � � '16 S'-8" '8'-?" 7'-9' ,� �,S'TOE NAIL I >ASSEMBLY& TO TOP OF SHEATH CHIMNEY wl 5/16" SE OVERALL CHIMNEY 9 1 �i SHEATHING ATTACHIP TO " , I I I . 1-2,- I - 1 - __ __ i .STRUCTURAL PLAN. CONNECT PLYS 1 11�4. � i HARDIE wl 6-_/6- 8d OR - - U . FRAMING I I I',/ /, � �, I I STI 12'-4"1 1 I' I I i I 11 I ", 1 W-11 '1� I I UNSUPPORTED P4NEL FDGES ­�,-_ /" , . ,/ ", 11"I / _:// , , I Od/END 0 EA.SPLICE,( �I :1" 11� , � /�� / � .CON- . 11�� - ii EXTERIOR WALL V ,/c- 8d .-.-.,. . .NAILING PER CA4 I ON / /, /, , /, , " / "I" / ! t -ad"1-i 1,-'T I PER DETAIL Q IT. � PORCH HEADER.ASSEMBL,. I 7,/16"APA RATEDIPLYWOOD HEIGHT FOR>,HELGHT. -_ -_ . 11 MEMBERS & EILOWdNG 0 ALL __� /i / (1) MSTA18 STRAP W/(7) L I'/-�­ 1-11- � - - - 1 - I �/S -JI/ I w 6'�-12' a - 2--�ply 2ZsAT,CORNERS- I / I �, � " , ", " 2x4WAYBE,OMITTED[IF�(I) � � FXTERIOR, NALL-OPENNG HEADER OR SLL!20 MF�f,EXPC�JRE L I I !IF THE HOUSE IS TIED DOWN�USING ; DETAIL F/Sn OR PALL OUT ON I '. /1, / / �� I / I E4TFH1IOR WALL-QPENNG HFADFR OR SLL T20 MPH,E.-PosuflE Ell __�_ . c � ­,, � .1 ­ ._- 11 " �MSTA18[IS�USED FROM I of 4 1 � - �_ I I I i -- 11". / BLOCK-TO BLOCK'.ACROSS:EA. I_.... I !i I i I : IAAA?1L'Kf a-*I/�DHNIUG FOR i I � I CONVENTIONAL STRAPPING. REFER TO THE I (1) MTS12 OR (1.) MSTAIB IQE-\hf-* STRUCTUR]PLAN, . I , I 11 STRUCTURAL SHEETAND DETAIL,N/ST1 FOR �I - ; _____-T__F__ ��p i CNEN NX-L H _. I __"If I �ON -f, ii -7-- - '' , , ,RUSS) MAAMLIIA--AN/OPtR�111,FOR -0 IAEY.eFR I 2x4 #2 SYP BLOCKING BETWEEN I I , 1 ,­d�11]ION REOLIRE I - 4?,,E�TO1NREQ,t ­ � - OR A SQUARE I 11 . : I MEMB D � . AT ENDS AT ENDS 1, I I I . i . _' S�F I . I I : REQ, � REO'D IL_ GIVE11 wALL HEIC44T I " PORCH BEAM CONNECTION DETALSL TRUSSES BELOW CHIMNEY WALLS I ; I ;/ CHIMNIE'Fl I � I 11,10.7-�FF E:7_ I I . �1' ______ � ; I & !I � 4a 2.5FFI�-,7-T— 1 1�' I � .� i � I I 1 ,(2)HTS20'S OR I TRLt CONNFCTDP_ I El�l ;O, 11 - . I I i � I . L t f 11 I I -- 9 I ; w/,(4) .1310"TOE/END NAILS I 11 i I I ! I __ ______ ____ " I , IN UEU OF'WOOD.PANEL SHEATHING�CEILING MAY 13E CONSTRUCTED OFANYAPPROVEDMATERIAL'HAVING EDUAL OR � . ,(2);MSTA24'SFORA �I SEE TRUS4 SCHEDULE FOR ­ I AC ! I I I �_ I -DOUBLE TOP >LOF'WAL,L . I I �___ �1-2X' 1 5'-O'1 _1'_3`I X-1 1-1 'j-, A Y ---,E NAiLS 1-2X4 i 4'-2' 1 Y-3' 3'­� Y-4' 1 _`-9�' 4-C.1�1 'A ,5'76E BETTERPRESSUREAND SHEAR,RESISTANCE AS VERIFIED BY CURRENT FBCPRODUCT APPROVAL DOCUMENTA-fiDN. AT E H END�01`BLOCKING TO I � I RECTANGLE CHIMNEY 0 EA .1 11 � � I -1 - " ­=I ____ ___ - __ !I I ",�__] EF i i � x H E (DTL A/ST1) i I I j � . 1! I I I z _'_11*3� � ,�, I TOP CHORD OF TRUSS ORRAFTE.- � : , '. � I � � - . 4 Lj I I . ,CORNER�OF,CHIMNEY To ii . ___ - �,�,i 11 I ,,----- 11 It I - AT CORNERS OFRECTANGULAR t� 11 I 2-12A4 1 7'-1"1 W-3z'1 6'-271 5'-7� 5'-"16-G.1 31, A S'TO:NA15 : -2X4 I ,< 3 jE - "��V, I I I W-2' 1 5-6" 5-0' 4�'-6" 1 4-- ja-cm,y, ,< 3-TrE I 1 � ?_2XI5 61-1,11. I 51 1'� 5'-;`�6-0.I�' .3"TOE RAILS -1. I I-I-S 4 1',<� - 1! - I 16-IL, q i CHIMNEYS. USE 2xB (I.L.D.2x4) 1_� ;i �A Fi -I 6' -, - - , 51- . i1-6. 1 ,31 X 3'TGE I-I-S i � RAFTER TRUSS TOP CHORD S rUDS,Tj/SHEAR WAL !� I 11 : 1-2 1 ; r-4 -11-1 -2"j T-7- -t-' i � 1 V-2" - `L � - �_- / OR 2x4 I BLOCKING BELOW. QPTIqO�*5 - INSTALL WALL SHEATHING PANELS -M I �I I i I � I � I � I . I � � ; I I I � , A!n ' -!M - - MIN ' - I 6 F1 , � � - I. V ,M, e,li/- I . I It-'-=-* 1� 1 I I i AT I I I I/ � - - I I I P,� " 2 i i PAIIJ. I� I , /. t\ i I i\ V/> E -4 1 1 1 1 Z� - � =======I I fl � ,?�._ L+ � A I 11 - �M_11 I �-,_,_,.��_.-T, I I I If I I 1._7_x_'_�1,�,�, "__4 __1 I lz=_"_N_M�� i I-, 1-,' I� 11r) 16 i7 � I 1. 11 I I I- � - IZ�2),' , , I r � 11 el I I FRAMING SEE STRITURAL PLAN. - 1 1 S -q/Bd�l ;"HIM:- I wl(5)NAILS r__<I I - -zx6 1 v3-5-, T—l'% 8'-6"1 --9' 71-1"" A--Y, --- --FI---*T_�,_ - � i5, `_. _�_--�.� � '1__1 " INTERIOR OR EXTERIVOR SHEAR- ALLS RUNNING WTH LONG AXIS(8- LENGTH) , I I � - -I . I _/END (LLO. (4) - i - __1------- -,.-,.-,.-, _,�.� , _.:---.--, i I I '_��.00 PERPENDICULAR TO TRUSSES ABOVE HORIZONTAL AT 24-o/c TRUSS I t'_­ I I-- 1 31-13 V w-Icy --'r I r),-a -_-_5 -�'I ; ,,,��,- , I i NAILS)- N I OR � - I ' i I , END-VERTICALS-OR- BLOCK Vill 2x I � .- I! FRAMING TO PROVIDE MAX 16-o/c I TYPICAL OPENING FRAMING DETAIL - U.N.O. PORCH' BEAM TO STUD WALL DETAIL TRUSS TOP CHORD OR R SIDE MEW CHIMNEY FRAMING DETAIL i SHEAR-WALL BRACING DETAILS SUPPORTSFOR SHEATHING. - �! I ; PORCH CEILING SHEATHING DETAIL (TYP) NOT TO SCALE !I I NOT TO SCALE NOT TO SCALE . I I' 9 ; NOT TO SCALE G � NOT TO SCALE It I @ @ �1 i I, @ -------- i I = L_ li I I ! � � i: I I � . . i�ii 1 _-7 -.1-1 , - , , , , I ��,�;.� -,'-�,'L 1� �, ­_ �'t_"v"��_ I L" ,,1, :V�; ! i 11 it I l 'i �,tla,�I�a,­I,i��4!��' , � , 71; Wli­­ 1_"' �� , -, ". _1,1-1 I 1, -i'­ �.� I ­ _: ;,- .�"I � . I- ;� - - ��11-1 i I 11 �'. I e �. 1— �_ I——_!_ ­ . ,11A I�I 11,1, . .. ­�, ',- I I I I I ­�_`�,1-i"I-,­�!,T;­­­­ . --_1 . I ­­­ ­ I � I I I � I -1 - ____._ � - _­ - - � I . � __ 3 THIS .DOCUMENT., ALONG WITH I' SEE 'ST1 FOR VERTICAL WALL CONNECTION. #5 HORIZONTAL. ASSOCIATED :DOCUMENTS, IS ;AN „ I' 4" CONC SLAB W 6X6X1O/10 WWF INSTRUMENT E ENGINEER'S I OVER 6 MIL VAPOR 13ARRIER OVER ORC -MENT_ SERVICE FOR THE EXCLUSIVE 'EINE TREATED FILL (TY.P.. 'VERTICAL R£INF E }• AT THE PROJECT TITLED .HEREIN. SEE ST1 FOR VERTICAL WA" CONNECTION_ CLEAN, WELL •COMPACTED, II I #5 DOWELS � CORNERS & 24"o,/c I #5 IiORIZONT.At. INFORMATION !DERIVED FROM THIS MAY 'BE USED _ ---- ----- _ N #5 HOR1Z- 6" FROM END DOCUMENT, .AND/OR ASSOCIATED 1THEREAFTER BEND i 4" 't"ONC SLAB W 6X6X10 10 'WWF - / ;.AS 'BRICK 'LEDGE 48" MIN_ OF VERTICALS. TYP.. VERTICAL REINFORCEMENT)-: 5 DOWELS OVER 6 MIL 'VAPOR BARRIER OVER f ( ) I 1 -I r I ALL :DOWELS � TOP & BOTTOM, @ 'CORNERS & INDICATED o/O SPACING DOCUMENTS, .MAY NOT BE USED . CLEAN LL COMPACTED, TREATED FALL SLOPE GRADE - BE MINIMUM 6" INTO FOOTING #5 HORIZ. 6" FOR OTHER WORK(S) OR x .11- kr - -III - (1) #4 REBAR CONT @ HEADER COURSE EMBED I -THEREAFTER - BEND' AL DOWELS CSD TDP & 72" FROM END OF PROJECT(S) WITHOUT THE ¢ r ---__-_-_ > .> - /48- INTO SLAB (GROUT ALL CELLS - SLOPE r tom- I ii - I BOTTOM, EMBED MINIMUM 6" INTO FOOTING MIN. OF I. _ DIMENSION, ARE _I I - SOLID I VERTICALS CD:' III 1—T: I ) — _—_.——— _ . 72" INTO SLAB GROUT ALL CELL'S SOLID EXPRESS WRITTEN PERMISSION IE N GRADE _ — MIN. DISTANCES I — 4" 1 STORY — — —--— `r II BELOW_ - it I I- DIMENSIONS ARE #5 VERTICALS ( THE PROJECT ENGINEER IDENTIFIED; - I X11 ! - 6- MIN_ DISTANCES I L� 24°' O C I-- ! _-, I- 1 ty z r LI CLEAN COMPACTED I -III -I 2 STORY ./ T I!i 1 _#� y RTIC'AI r,�<0 n/r 'SPACING — —— — SAND FILL - !—! „ —. 131 I .— •, ' _�; ^o Z - —! REV DESCRIPTION ** EMBEDDED STRAPS �! - (TYP_ 'HORIZONTAL III_-III—I I II TO 1:2 COURSES: 24'o/c _I t I , DOWELS ,� l < 13-1/2 COU COURSES': 16 o c 11 INSTALLED ur �I _ I .TYP_ 'VERTICAL REINFORCEMENT). ,� I REINFORCEMENT). ,(2) t ADD CLEAN FILL .AND COMPACT 12 , / - 1 W D BRICK MUST BE INS / -- i, II / _ —II ! , — I AL13-1/2I - BEND L < 1: RSES: 8"o c A :PIECE 'OF '4 —I CORNERS & 48"o c THEREAFTER W1.7,:MW11 LONGITUDINAL I II I l' �; » MA .; LIFT 5 CCU / � i IjSLOPE OF y ADDITIONAL # _ ;I= _i I I, / ( ) -- � ( �) r PSON I I t—i l I i I P & BOTTOM EMBED MINIMUM ,6» C {— I — GRADE REBAR ,PER SIM DOWELS :9 TO WIRES SPACED 9 16" 0/ —! I it �I ! I _ 3 ** I GROUT ALL —I ! ! ,—I S" CMU FILL ALL CELLS SOLID, — ! (TYR.) W/ BRICK ! INSTRUCTIONS. III I! '!INTO (FOOTING /12" ';INTO SLAB ( PROVPDE HORIZONTAL - I CELLS SOLID) REINFORCEMENT WITHIN 16" III—I —I — - w/ 3,OOOpsi GROUT. -� I I 1—I I I . l LAND COMPACT 3 TINE SIZE I * MAX_ STEMINALL HEIGHT: (5) 1 STORv FOOTING SIZE OF TOP AND BOTTOM OF 1 —1 ! 1—I ! I—III- II ADD CLEAN FILL - 1 STORY FOO ] ll 2 ' OR 2_ CONT 8" COURSES. FOR WALLS > BRICK 16'xyo- W r, 5 CONT. OR (z) I— I=1 I I I' I' I 1N 12" (MAX.) LIFTS wjo BRICK 12" WIDE w/ ( )#4 ( )#5 wjo 1 ( )# G MASONRY STEM WALL. , ! WIDE INCLUDING LEDGE Wj (2)#5 'OR 0) # GH USE W BRICK 20"x70' Wj (2)#5 CONT- OR (3) -: I I-1 I I f:— ;� w/ BRICK 20 ( ) I (5) $" COURSES HI / I (— LAP ALL REINFORCEMENT MINIMUM 4011— i I IV I DIAMETERS AT ALL JOINTS. ! I I—I iI --� I- The 2 STORY DETAIL 1A T2 OR 1B/ST2 STORY R 3 8" CMU; GROUT .ALL CELLS li -I �_- _ II W d BRICK 15" WIDE'W/{2)#5 CONT OR (3) :#¢ Wjfl BRICK 20"x10" W� (2)#5 CONT. O { ) —I ! #5 HORIZ. NEAR MID-HEIGHT- TILLU — •' / DE INCLUDING LEDGE �v/{3)#5 OR (4) # DEPENDING ON WALL HEIGHT_ II _ W/BRICK 24" WI ( ) Wj BRICK 24'x10' Wj{3)#5 CON r. OR (4) # SOLID_ MAX- (]O) COURSES_ f ! ! ! I _ (TYP.. I FORIZONTL NIII �- 5 HORIZ. @IEACH 1 ATION DETAIL l • I _iII ll — IlFOUNDATION. DETAIL TYPICAL .FOUND ADD 'CLEAN .FILL AND COMPACT - G TYPICAL ; REINFORCEMENT): (2) -4th COUIRSEGrou 5T2 NOT TO SCALE IN 12" (MAX',) LIFTS. —) I L _! I I_ ?AJ1.7(MW11) LOPIGITUDINAL I=! I —; 'NOT TO :SCALE �' I I—I I I' I C WIRES SPACED 6 16" 0/ II o I ! STANDARD FOOTING SEE DETAIL BELOW , III— i I PROVIDE HOER. NTAL _I 1 ! Designers 11— REINFORCEMENT'WITHIN 915» ,OF I I ! 1 ! ** EMBEDDED WALL CONPIECTION_ _ SEE ST1 FOR VERTICAL I I I =1 I I:- 61. 11 —I —1 I TOP AND 'BOTTt➢M OF1111�111�CI'S > I STRAPS '.MUST ':BE 'i 1 ' —I I I=1 — I ! 1- !12"d_ X 24"w. 2,500psi CONC. —I I ('—I l, L— MASONRY STEM WALL I i—I ! I—I' I —FOOTING w 3) 5 REBAR EXCEPT- INSTAL 655oRomeve$Blvd. ` i! * :MAX. 2 COURSESw LED w —' i' I - L,- / ( # Jaeksouvilh F13=44 / 5 1 » WIDE CONC_ SILL TOP AT :MAIN SEE ST1 FOR VERTICAL I I ',�I ABOVE SLAB LEVEL. ! I 1 ,ADDITIONAL PIECE TOP—TO—GARAGE R AB ARAGE FLDO TION_ I i— 1—� r— If ! :_I ! � i Il. I _i ; IAT-•-STORY WITH BRICK, USE 12"d SLAB ''`FUEL. TOP TO G WALL CONNECTION. I 1 I—I � I - � ,i .�: I (904)77---6-- ADDITIONAL OF 4 REBAR PER G IED - -- I—' —1 I w # VARIES, MAX 7 1/2 (HEIGHTS £XCEEDIN (])# O SIMPSON 4 CONT_ IN SOLID GRDL1 I I I �0"v�. w 4 5_ FLCnANa ago15 ', WIDTH !BY ;MORE THAN 2" :REGI ADDITIONAL U-BLOCK COURSE ! 1! INSTRUCTIONS. I ! I.i, — ANALYSIS) TYPICAL SLAB " � I I I I 1 4" CONC SLAB W/ 6x8x1O/10 WWF C = I O r' QUER '6 MIL VAP R BARRIER OU£R TYP.. 'VERT. I —I . �IIII'I�I-I ggg zIn ;CLEAN., W LL 'COMPACTED, TREATED :FILL 1 STORY FdoTNG SIZE u5w I REINF j� +i+ W/O BRICK 16"x10" Wj:(2)#4 CONT_ D SLOPE I ;=IIII W/ BRICK 20"x10" W/'(3)#4 OR (2)#5'CONT. :• W m GRADETYP.IC.AL FOOTING — SEE 1/ST2 FOR 2 STORY Wj0 BRICK 20".x1D' W/ , #4 OR i 2 #5 CONT. �' CLEAN COMPACTED ( —1 I_II —1 — SIZE./REINFORCEMENT S W/BRICK 24"x10" Wj4#4 OR i #3 CONT Z .[ r • ii —Illi—!I 111=IIII—Iii! SAND FILL - I -i(, 11= I► 11=III 1 -mom I — I I: 1.a 10<1 RS M A F A I!I _-11-11,1`1 r � VIII TYPICAL FOUNDATION 11'=)I 1-I 1 11- T2 FOR STEM WALLS WITH 10<15 COURSES & GIN, GP., I I SW or SP SOILS to 30# PSF LATERAL LOAD IMENSIorls ARE I 111=iI! = III=1111=I1 1A s<10 COURSES STEM WALL FOUNDATION 11 IN. DISTANCES I 5T2 FOR STEM 'WALLS WITH 6<10 COURSES 11 I If' 2 FOUNDATION AT GARAGE i 2 FOUNDATION AT GARAGE it ST2 NOT TO SCALE ST2 NOT TO SCALE II 4" CONC SLAB W/ 6X6X1D/10 WWF I. SLAB 4" .FOR SLOPE 3/4" X 92" OVER 6 :MIL VAPOR BARRIER OVER I� OVERLAP RECESS SLAB 3/ CLEAN, WELL COMPACTED., TERMITE 1 1/2 THRESHOLD EXP. JOINT AT GARAGE DDDR 4» CONC SLAB YJ/ SX6X1O/10 WWF I DEPTH STUD + 1 1/4" (FROM TREATED FILL DU£R 6 MIL VAPOR BARRIER QUER i( ! 1-1/2" OUTSIDE FACE OF BLOCK) CLEAN, WELL COMPACTED, TERMITE - i RECESS SLAB 3/4" FOR SGD 4" CONC SLAB W/ 6X6X70/10 WWF TREATED FILL v.,,p OVER 6 MIL VAPOR BARRIER OVER » : F CLEAN, `WELL COMPACTED, TREATE FILL L 4 0ONC SLAB W 6X6X10i�10 WW - JJ - e - SAW CUT IN 15'x]5' GRID, ' OVER 6 MEL VAPOR BARRIER OVER I— TY.R. SLAB _ - 1" 'DEEP WHILE CONCRETE I _ , - _I 1 - I : - �- - - -- _L — l l l,-I III— WELL COMPACTED, TREATED FILL Ill L L I A EME "CLEAN., -,I - : = I ' !' '[_ �I _' -:•. -:' :.� - - "�"�•..�'»- i ' IS ':WORKABLE (WITHIN i2 ':HRS OF PLC NTj l -- u- - - I— I - - -- - - -- --- -= ---- _ — tI — 111—!,11— io, Y _ III— ,— I,I �) .— ;. _• _•'I —IIII—III _! _ p �� „,,II I -- !-1. i � -= I:- I'A 5 I -I - - ,EE ] ST2 .FDR - _ 6 MEL VAPOR BARRIER - -) 1' - TYP:ICAL .FOOTLNG / ! - - = 16 - _Ilj --I!�!— I ILLI:— If—Ir Ia �I� I _ NFORCEMENT - 51ZE, REI i -1 - I- AN COMPACTED II !- I I CLE —II —Iii — I' — 1,11 .i 1111—III1� IIII= 1—LI,I — • (2 #4 CONT. I SAND ECCE CONT. I II = 11=1ri1 l ;I I;!I-I I I i= 1 STORY) ii TYPICAL FOUNDATION = !i 111;IE :20 it C I t } p ! 6 SLOPED TURNED DOWN EDGE 2 STORY.51 - 9 CONTROL JOINT FOR CRACK CONTROL z; ST2 NOT 7O SCALE ST2 NOT TO SCALE „ 3 FOUNDATION AT S.G.D. :- I� . : z' INTERIOR `LOAD :BEARING 3 FOUNDATION AT S.G.D: 5T2 NOT TO SCALE NOT TO SCALE I HOLD HDR. BLK_ I OVER 6CM1SLAB L VAPORBARRIDERIVERF I " CONC SLAB W 6X6X]0 10,'WWF TO OUTSIDE 1 ) 1 1/2» !;" CLEAN, WELL COMPACTED, TREATED F LL I 4 k OVER S MIL VAPOR BARRIER QUER TYP. SLAB CLEAN, WELL COMPACTED, TRR TED FILL ----- 1-1/2' I II — — - --- - ----- X10 10 WWF - VARIES 4 CONC :SLAB W/ 6X6 / ' II �=1 I I(; 'I'; •_ -� -I I(1 !111-=)I I i= --_ --- -- --� � L.I I I�� �� It" I I I - CI =.!I - II F, EL VAPOR BARRIER OVER - -I DV_R 6 M -i-1 I - _ -6 ,MIL VAPOF2 BARRIER ! - - I-I -1Trf — TED TREATED FILL -- I !I'I--1 I- T - - - CLEAN., WELL CDMPAC - I I - - - - - _ F :I- —ill=I 111=11 _'!�i � I 1 1 _ —t,I l— 11 = I —111!� ��, -�.• .I - �i I l I I — L' -IIII — JI; ,.,•IILi-,III=1I— I_ - — 11= )_#4 CONT—=1 5' _I I I I=1 I I 1—L 111= _I I=11 I!= 1 I c2) 4 DONT_ TYPICAL FOOTING --eSEE 1/ST2 I !t-� L _ _ R SIZE/REIN>DRCEMENT 1111—IIII 1111 !III 1111 I 11_1 1;11111 —!1116- 1111—IIII- I1-1111,, I- TYPICAL FOUNDATION LII=1 l STORY I I-- j 2 STORY? ��,IIII`-1f11- I 1111' 1111 I'IL1-11 1d LOAD BEARING STEP DOWN TURNED DOWN EDGE ST2. 4 FOUNDATION AT DOOR SILL ST2 :NOT TO SCALE 4 FOUNDATION A7 DOOR .SILL NOT TO SCALE O ST2 ` NOT TO SCALE , 1 f ST2 NOT TO SCALE ; _l ---� II HEADER BLOCS OR I' I FORMED & CAST @ STEP DOWN 4- CONC SLAB W/ 6X6X10/1O 'WWF I' I� OVER 6 MIL VAPOR BARRIER OVER ! (1)#5 x 2'-0" OVER CLEAN, WELL COMPACTED, TERMITE _ 3%8" CHASE IN _ __-- -- --- If I I' VARIES - TREATED .FIC_ - CONC. BLOCK STEM i 1 _ - I I1= VARIES WALL =IIII—IIII—I l l f- III —111'I )! ! TYP- SLAB i SLOPE --------- I .I= - I - - I - =1 I I I 1 1I.i = I _ _ �• 1 I—1 ITT-=1_I - - — GROUT SOLID GRADE - —I FAROUND _ - _ �i = - c UT SOJD 11= - ( -I 1 =111 I' I 1�-�-- AROUND :Plp,E !'—GROUT =1 111— —I I li= -IIII—IIII I I - - DIES(GN RW — —t — ! —Illi ( — I — G RW - - PICA` FOOTING - DRAFT - PIPE ! _ I- . I 1 1- -PACTE , - I! OM t -C -SLAB--- lei CLEAN C -II: .1—,.i II - , 1 ST2 c I __ - - _I I =j i I I FOR 51ZL/ IR- _I I I_=JHICKNESS I 11 SAND 'FII-� I_-_ -m ) I I'- — _ IT 1!L L— _ CHECKED LAP II?I I — F , ST2 I I I I - r I I - I !=11 I REINFORCEMENT FOOTING MIN_ - DEEPEN - TYRICAL FOOTING SE- / 1 r { - " MI ® CHASE TYPICAL FOUNDATION I 1; 1 ;r'-_ ! FOR 51ZE/REINFORCEMENT I SCALL N.T.S. 1 LOCATION AS REf�'D TO I -I I I - PROVIDE PROPER II - I �_ -i I t! I III I DATE 3.11 201 =1 ( I=1 I I I— I I I„IIII I I I r NON-LOAD BEARING STEP DOYMit FOOTING DEPTH_ I(-I I --i I I I— =1 11:= =11111= sTz NOT TO SCALE JOB (�10. STANDARD i I (MAY BE USED AS SUNKEN SHOWER DETAIL) I 5 0 FOUNDATION W UTILITY CHASE_ LOAD BE STEP DOWN SQ.FT DETAILS FOUNDATION W/ UTILITY CHASE ST2 NOT TO SCALE PrdjeatEngineer`. I ST2 NOT TO SCALE ST2 NOT TO SCALE - STANDARD FOUNDATION DETAILS Lr' enc A. nine, PF I MONOLITHIC FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS • atop foundation details for clari Y. Wood, cmu, icf or other structural vertical construction FL Ic err e THE TIJES DETAILS ARE IN WITH THE FoundOIIon +ate. Wood vertical construction shown p Y I THESE DETAILS ARE INTERCHANGEABLE WI II GA Licel a. ' 4 1 STEM WALLS FOUNDATION DETAILS. MONOLITHIC FOUNDATION DETAILS II acceptable - see ST1 for specifics. IIII SG:Q e a.2 87 _ 'EXPANSION ,I �- ! - _PDXIED ATR 1 TOP 'OF 'SLAB T TOP OF !POOL 3000.N-`POnge'De Levan SI+�GI. TYPICAL '.FOUNDATION (2) #4 DOWELS, PER TYPICAL HOLD DOWN PER I JOIN DECKING 'I FOUNDATION DETAIL, CAST INTO IP.AD STRUCTURAL PLANS - ° .:,_ St-'A�tgUS1nE,,FL 320$ I ! FOOTING 0R EPDXIED W MIN. 6” 6r� Q Ii / • ' <j .\. \ \ - s.-:9_ -.a. y._.. .( )824-08,06 / / i, TER : 4 IN PAD / I N � EMBEDMENT, CEN i `, TYPICAL 'FOUNDATION I ;',/ ; _ TYPIC. FOUNDATION \ \ . I 4 I I FTN G. PADS .36:x3 & L RGER_ STANDARD I VERT @ IEACH t - SH''EIET i ( ; 13 , ,: , . %: POOL TO �I 0 I I , W LS.' :FOUNDATION � 1 3' 5 'DOWE ,' I 'USE ,� \,:, i F :STEM WALL 'SLOPE I " ' � I ( .) # I \\.'..i < SIDE � ! I - I " I. I `I I I SEE DETAIL �, _i i HORIZONTAL 5S to-2O __ la IIII CONT. L CHANGE HDRIZO # - -- - HEIGHT GRADE - 4- - -- - - I TYPICAL FOUNDATION �.. - �, - P TED DESIGNED _ z u ! :-CLAN COMPAC - I SLOPE > II1 I T '4 4 2 I AR - - REB t I L 1 S \ tr.'s a s D C co I — ,� ��:�. ,\ I I I I :[ ,�. 1 ,</ .r, :i, <` ... BY OT}iERS_ n I _ -I I I GRAD£ AND FILL r- I III - '4 VERTICAL / �� I {)p E # SL I r6� I - I" I I I I — Li "t —P1 : I I- r'— Irs It i_ — R P / ! REBA ER l- e i E SLOPE � ,i; .,, , ,, - -TED - GRIND \ '.� �� - ' CONT. REBAR LI ': I I I .<< _ - �- n I ( GRADE I � lr \ \ ca I f *° AN ',1rILL I H � z I a li FOUNDATION v I -•-wc3� 3- r---------- -t z t- :-;I"_ ,/< / rr - F /, 4 ODNT. e \ o b.. `<: of J I I z + • I \�- \ \ s �\ t — •.. I I 1 STRUCTURAL / u SEE STRUC 1 / ¢ �J ¢ b. • a1 s caw -------- i REBAR /.. J FOR 'PAD I, PLANS 0 n cc; I ,. P ¢ I _ r STRUCTURAL E I SEE STRUC i S2 - '� i TING I I .� FOO , � I- I71z i i a S FOR -PAD PL AN I } I In \: LOCATION IC1N i L C ¢ 45' • r I 00iING SIZE c' :�z r,CLEAN COMP,AG� I ` J REBAR SPEC:S, n F , w�:r a �J I�� ---- BASE SEE STRUCTURAL 1 -- ___ __- PAD � _ I (LOCATION & ?ar�� --; �_. - I •: - .. , �a �.\�SAND F[LL f PER STRUCTURAL PLAN --- PLANa FDR SIZE, n i REBAR 'SPEC'S. ¢ q5'' LOCATION & N VIEW PAD BASE Irl, _ u I'EYV SECTIO SEE STRUCTURAL ,, = HORIZONTAL REBAR I ; SECTION V FA E VIEW Tz 15 TFM WALL W �I rJ• CORNER DETAIL PAD BASE REBAR SPECS PER STRUCTURAL PLAN CLEAN COMPACTED 24 PER aER $ PER STRUCTURAL PLAN ST2 .NOT TO SCALIE PAD OCATION & PLANS FOR SIZE, SAND FILL SASE L ]a FOUNDATION POOL ' s PAD FOOTING FOR MONO SLAB 37 PAD FOOLING FOR STEM WALL t•I� PER STRUC 1URAL PLAN REBAR SPEC'S• ST2 NOT TO SCALE STEM WALL HEIGHT CHANGE ST2 NOTTO SCALE FACE VIEW ST2 NOT TO SCALE I 1 i ST2 NOT TO SCALE , I