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109, 113, 117, 121 OCEAN GATE DR - NEW QUAD DRWG CONTACTS DRAWINGINDEX PROJECT OWNER ARCHITECTURAL DRAWINGS BEACHES HABITAT FOR HUMANITY 797 MAYPO T ROA® A-001 TITLE SHEET AND CONTACT INFORMATION i EACHR_ FL 32233 A®101 FIRST FLOOR PLA AN GENERAL NOTES ATLANTIC 904241 ®1222 A-102 SECOND FLOOR PLA A-103 FOUNDATION PLAN A®104 ROOF PLAN ARCHITECT: Beaches JULIANNE N. OVERBY, RA A�1 FIRST FLOOR ELECT ICAL L� YOUT PLAN 2452 PULLIAN STREET A-106 SECOND FLOOR ELECTRICAL LAYOUT PLA HablLa =L JACKSONVILLE BCH, FL 32250 A-200 EXTERIOR ELEVATION for Hamanity'jnoverby@att.net att.net A-300 WALL SECTIONS AN DETAILS Y ® A®301 STAIR SECTION AND DETAIL 904704®3623 ph109 BEACHES HABITAT FOR to 113 0 N ' , GATE DRIVE ( UNIT ' B ') HUMANITY 797 MAYPORT ROA® 117 OCE N ':� GATE DRIVE ( UNIT ® ® ATLANTIC BEACH, FL 32233 904 241-1222 FAX: (904)241-4310 121 OCE N .�' GATE DRIVE ( UNIT 11131) ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. ATLA14TIC BEACH , FL 32233 2452 PL11lian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jrnoverby@attnet FL.AR-0017060.FT.ID-4621 QOADPLEX BUILDING Y 04I STORY, %WO'O ATTACP'HED SINGLE FAMILY HOUSES LU Ww w -_ PERM IT SET DATE I ARC ., AREA CALCULATION SUMMARY I I BUILDING AREA (A) BUILDING AREA (B) FIRST FLOOR A/C: 1565 SIQ FT. FIRST FLOOR A/C: 779 SQ FT. SECOND FLOOR A/C: E305 SQ FT. SECOND FLOOR A/C: 553 SQ FT. CD TOTAL A/C: 191170 SO FT. TOTAL A/C: 1 ,332 SQ FT. GARAGE: N/A GARAGE: N/A PROJECT TYPE: QuA®PLEx FRONT PATIO: 120 Q FT. FRONT PATIO: 99 SQ FT. ®ATS ISSIJE®o APRIL 28, 2015 REAR PATIO: 55 SOFT. REAR PATIO: 41 SQ FT: REVISIONS: STORAGE: 25 SQ FT. STORAGE: 25 SQ FT. BUILDING CODE SUMMARY BUILDING AREA (C) BUILDING AREA (D) CODE JURISDICTION: DUVAL COUNTY FIRST FLOG C: 53 SQ FT. FIRST FLOOR A/C: 565 SQ FT; 2010 FLORIDA BUILDING CODE SECOND FLOG A/C: 1569 SQ FT. SECOND FLOOR A/C: 605 SQ FT. OCCUPANCY CLASSIFICATION: : RESIDENTIAL SHEET TITLE TOTAL,, C: 17'9227 SQ FT. TOTAL A/C: 1 , 1 70 SQ FT: ITh GARAGE. N/A GARAGE: N/A E SHEET FRONT PATIO: 32 SQ FT. FRONT PATIO: 120 SQ FT. CONSTRUCTION TYPE: TYPE Vm (WOOD FRAME) AND SPRINKLED: NO REAR PATIO: 43 SQ FT. REAR PATIO: 55 S FT. STORAGE: SITE PLAN 25 SQ FT. STORAGE, 25 SQ FT: FIRE DISTRICT: NO ZONING: RMD-13 ZONING CODE: THE PROPOSED STRUCTURE COMPLIES SHEET NUMBER WITH THE REQUIREMENTS OF CHAPTER 656, ZONING 0 CODE FOR RESIDENTIAL DISTRICTS, INCLUDINGArM MAXIMUM BUILDING HEIGHTO II TY FIVE FEET Amu Pl LOT AREA: THIS BUILDING IS A TOWNH®ME SL® AS "FEESIMPLE" UNITS. (35' ®") BUILDING COMPLIES WITH THE SEPARATION REQUIREMENTS SET FORTH IN FBCr BUILDING HEIGHT- APPROXI.I�� ATE EIGHTAFG: 26'-3 2004 - 704.4PERMIT SET � ay I ABBREVIATIONS: I GENERAL NOTES: AC AIRCONDITIONER OHC OVERHEAD CABINETS UC UNDERCOUNTER 1. PROVIDE 4'-0" MIN. NON-COMBUSTIBLE FIRE RETARDANT-TREATED PLYWOOD. AFF ABOVE FINISHED FLOOR OPNGOPENING VOL VOLUME AHU AIR HANDLER UNIT OPT OPTIONAL WC WATER CLOSET CH COUNTERTOP HEIGHT R&S CLOTHES ROD AND SHELF WD WOOD BLOCKING NOTES: DR DOOR REF REFRIGERATOR WH WATER HEATER 1. INSTALL GRAS BAR BLOCKING FOR FUTURE GRAS BAR INSTALLATION. 2 X 6 ®W DISHWASHER S® SMOKEDETECTOR BLOCKING TO BE LOCATED AT 36" (CENTERED) ABOVE FINISHED FLOOR. FLR FLOOR SGD SLIDING GLASS DOOR HB HOSE BIB SH IJ SHELVES (QUANTITY)`; STAIR NOTES: MC MEDICINE CABINET 1. TREADS MADE OF 2x12 GLUED & SCREWED (TRIMMED AS REQUIRED) MIR MIRROREmil 2. RISERS MADE OF 1x8 GLUED & SCREWED (TRIMMED AS REQUIRED) 731-011 MTL METAL 3. LANDINGS MADE OF 2x8 @ 16" OC. DECK W/ 3/4" T&G PLYWOOD GLUED & NAILED TVP. �SEPARATI®N �SEPARATI®N c�SEPARATION 4. CARRIERS ARE 2x12 EQUALLY SPACED ( ) WALL WALL WALL 5. TOP OF HANDRAIL INSTALLED @ 34" - 38" ABOVE FINISHED FLOOR / TREADS AS MEASURED FROM NOSE OF TREAD. 20'-011 161-611 16'-611 20'-0'1 tseaches Ell WINDOW SIZE NOTE: 1. CONTRACTOR TO ADJUST ACTUAL WINDOW SIZE AS REQUIRED TO COMPLY WITH m tma no FLORIDA BUILDING CODE MINIMUM NEW CLEAR 5SF OPENING ON THE GROUND AND C 5.7SF OF THE SECOND FLOOR. t 0 r: 41-211 121-411 WOOD FRA1ME CONSTRUCTION CODE OOMFILIANT WINDOW INSTALLATION METHOD CF5O-R103 WEATHER RESTIVE BARRIER(WRB)APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED 6�R THE FACE OF THE MOUNTING FLANGE, PATIO BEACHES TSPS 2'- " 3'- 0" 101-611 SEGTIaN A -1 O,v�" 101-01, A A IT T (DIN WATER SHEDDNG FASHION, THROUGH WINDOW JAMB - _ ✓_ STARTING AT THE BA6E Or � � THE WAIL 4 WORKING TMARDS � 3052SH - HUMANITY AA�I T�/ TTI-E TOP,O THE AEEOF THE ALL THE�� �.�_ 0 � EGRESS � I V i � SI-IEATHENn, (3 SEALANT PLEAD APPLY SILL FLA&4ING(4016") BEHIND MOUNTING FLANGE. ' I s APPLY BEAD OF SEALANT � 797 MAYP®RT ROAD AT HACK OF WINDOW I� / TRASH & A/C .I PATIO ATLANTIC BEACH, FL 32233 JAMBS..APPL A x STH / -•�. (904) 241-1222 FAX: (904)241-4310 SEAL THE WINDOW FRAME TO OPENING. IBOTTO TINUOUS BEAD TO APPLY A V NOM,DIA.TO TH=BACKSIDE i BOTTGRM FLANGE LEAVING (INTERIOR)OF THE WINDOW FLANGE,IN LINE '_.. _ _—— TRASH (2)2"GAPS, WITH ANY PRE-PUNCHED HOLES OR SLOTS. - V SET WINDOW USING PAN.HEAD o e & A/C UTILITY m ®® �( ® ��++u S-F ESU'S TO FACILITATE FLASHIN'G� ® a 8'CLG. ® BEDROOM 1 ® ARCHITECT: NSPECTION. _ (5 JA >F_�SI-I INCs SEALANT BEAD BETWEEN Pi �i � P , n ® e n 00 ®APPLY JAMB FLASHING APPLY CON SEAL TO THE MOUNTING FLANGES AT FLASHING AND MOUNTINCx FLAhv.;zE. oo � 1 8'CLG. 8-6 101-811 ..j 31-811 2-2 ®APPLY BEAD OF SEALANT THE TOP J(HEAD) AD A3WIDN SI WTO ES JAMB.Nr AND FASTEN i � It (� RA AT HEAD IN PLACE. (FLASHIN'G GOES OVER SEALANT).- n \ 91®®" 111-Dae Julianne N. Overby, // I ii{ APPLY HEAD FLASHINGco g REMOVE PREVIOUSLY APPLIED / �S , Architectural and Interior Design TAPE,OVER OW,HEA FL TO LAY / 1 1 -Owl31-611 1 �/ N Julianne N. Overby, R.A. FLAP OVER HEAD PLASHING. r' /� € i; APPLY NEW SHEATHING TAPE / ' / DIAGRAM. DIAGONAL CUT-SEE SECURE WRB ® m ---� I r_. <(�€ / 2152 Pullian Street AT HAD — ® ® �` —_— I--fill, I ' ✓ ; Y icksonville Beach Florida 32250 �' m I�FRCR I W J' ® / �� 2X6 WALL \ I 904-704-8628 /in Xl� MIR \ \C SET2 - \ �' 4V ITV - _ UTILITY FL.AR-0017060.FL.ID-4621 BEYOND JAT HEAD EXTE PATI® CLG. ' ` 8'CLG. I PATI® Einail: jnoverby@att.net FLASHING AT HEAD EXTENDS t° iA�300f � BATHROOM/ 00 EMBED BOTTOM OF THE HEAD e n e n 1 n / I / ISEALANT : FLASHING ACsAINST THE PREVIOUSLY � ✓ ® e , BATH ROOM 3-2 G V4 -56�4 310 9-10 I � / 1 11 8' �L I 11APPLIED SEALANT(FLA5HNG GOES I, \ ' I TRASH & A/C OYER SEALANT),EXTEND HEAD C� ® (� (0 I\ _ Y f '; ♦ ;.' FLASHING BEYOND EACH JAMB 3141 51-41 e 0 1 1 �ee� \ 1 1�LG. e eek \ �' € ( C� 5'-4ee 3e ®e1 FLASHING.FASTEN IN PLACE. m Tr'\/"AS H &A/C 2-5 \ 2- 1 3-2 68- , V -- / l � SET 3068 PRE=FAB HOWE / ,� % I ® CLG. ©JAMB FLASHINr--- `` / ! % I ` e ---- UVVE ry v asa e m <1D EXTEND JAMB FLASHING TO % ( \ W ® 3 ' ^ 11dLO LO OVERLAP SILL FLASHING. TUCK TOP I s / " \' ® 3 X3 'd C R �- ® ® ® I ® UTILITY00 C4 OF JAMB FLASHING UNDER THE FLAP qi % I �,/ r T I L I TY \ v �T p � .3� .T �" N U_ ('� ' OF WF2B AT THE HEAD.SEE F7IAGRAM. (� j���,�- /� 1 a,. w,s CL RI I / i3 8'CLG. � ! 'I( /: I // SEALANT ' . 8'CLG. P CLG. ® ® ® N E I / ® CLQ T ® IP1 „ ; �. \ e� EF 10 ® ® c� 2X6 WALL REF ;� 6-0 BILL PLASHINCa j`�\\ O �\ 2X6 WALL \ ® W M --- �^LL I �'CL 11 / SHIM AND ADJUST WINDOW TO ACHIEVE - k. EF _ ' 91-41100 00 0 / PLUMB,AND LEVEL CONDITION. USE CORROSION I \ \� � .'.. . ♦1 m (,O f RE FASTENERS. FASTEN WINDOWS PER ` \ \ � E A ® I� �• 0 � ,I � �• R F C® €; ,, WINDOW MANUFACTURER SPECIFICATIONS, % \\\ \ ��� �� I o ` _ _ PA TRY 1 ® ® - a -"� ' �' � C� e n 0 _j r. m € OF S E H R ® e -2 0 LO ® , ® 8 CLG. ® ( ® o Z ,1 1, f�O WEATHER RESISTANT \ ` � ' ® 7" "d � o m m' G 00 QI /// 0 8'-611 ® ,� c� 37 38 BARRIER -WRQ ' LEAR M - - �- ® ® cel - to a - y,i CLEA ATA IE DEGREE ANGLE,GARB T LLY CUT EHE ry�2OO c PAN RY K I T!✓H E N ® ® R ® 11 BARRIER ON A DIAGONAL. GENTLY RAISE THE !!! A �R W \ / TOP EDGE OF THE BARRIER UP AND TAPE THE / , e1 _._ —_ _ K 18 C H E N v C:) 3'-211 TOP CORNERS AND CENTER TO THE EXTERIOR 2®4 ��I YYYVVV 1 - 8'CL 8'CLG. WR5 SUtl�ACE ABOVE. 3068 ® (_ / / INTERIOR vl�uJ \, / C:) 0 KITCHEN 1 KITCH�:._N � ca \ v X 8'CLG. - 8 CLG TOP LEFT CORNEr2 OF WINDOW _ (� m ® ® o \ _ , LO LO BATHROOM m 1 LQ o 1 o 0 0® BATHROOM co ® eCO /D 0 Pill 0 Ph ® JEW � ® 8'CLG. C \\ 8'CLG. I ---- � ®o y ® � ---- CV - - — — ivOTEB: 0 — — — — — HVAC ® ® I _ g > ® HVAC Am200 � J0 QR 1. flashing to be fle)dble self-adhesive type(min.4"wide) �IJLI ® �, ®W ° �W N ® Msits n flashin H � � 11E e� �� �i. 1 11 I !! a2X6 WALL2XIS WALL 2. cover sill to at least depth of window,plus 2"onto face of wrt 7'-8' LG. — J` 7'-8' G. 2-6 714" 4�2 - slopea surface 4'-21 71-®e1 21-611 WH — — — — — — — — — WH WHLU LU W W OJ (optional) 3. the pan shall direct water to the exterior over sill flashing WH HVAC HV C sill plate 4. install flashing around remaining window unit M H ® � e 1e 1 11 11 11 11 1 v1 1 1 1 11 � 3-10 4-2 —� 5-8 2-6 2-6 6 0 4-2 3-101 11 -1 co w ® MECH f� 5. weather resistive barrier to farm water shedding laps 7'-8'CLG. � ® v N ® 7'-8'CLG. see note#2 1€ — _ ® � GREAT ROOM -1 - GREAT ROOM ® � — — — e� SILL PAIS FLASHING - 8 � 8 T® � weather resistive ------__--- --.--_ T® G 8'CLG: 8'CLG. VARIES barrier NTS (ol2tiona l) ® VARIES 7 7 wall sheathing 1 ® 41— n 21-2u e 6 6 2—6 -10 e n e n cv iv 5 6 � 5 , PROJECT TYPE: QUADPLEX 8 `�' ¢ 0 I I 4 8 Prepared loy 50AF First Coast �ptsr -1�=2t�1 ' < e LO 4 II � I � 1 C 0 0 ® 7 DATE ISSUED: APRIL 28, 2015 cv 3 1 � ® � Q ® 3 � 6 2 I � - 2 �,� 6 REVISIONS: 5 _j _ _ I 5 4 � 0 1 GREAT ROOM GREAT ROOM 1 e � 4 3 0 8'CLG. 8'CLG, C < 0 j 2 2 I ®, � � m 2 - Ni \ mNT CIA LO 10 1 NT N M \ V_ / SHEET TITLE 2852SH 2852SH ' 2852SH 2852SH � \ FIRST 1-211 41-®,� 3e- ee �,®8 co\\ / 31-211 41-011 6102°1 CD 00 IL N A 300 CD FLOOR PLAN 2 3 ' I M 11-011 2852 H 2852SH ® 11-011 A-301 A-301 --- m CD 282SH 28! S / 61-$e1 cM -1 f� f 1 e 11 e n 1 11 1 1, 1 1 1 11 , 1, 1 11 L —I —I rr ❑J IL _j 2®8 4-0 3 -2 6®8 6m8 3-2 4®0 2�8 ❑� L0� L® Cvl GENERAL NOTES 11-011 1,-011 � e ee 1 n 1 n 1 1, 10�0 10-0 FRONT PORCH FRONT PORCH 1®-® 10-0 SHEET NUMBER El L� OJ LD 11-0,1 11-011 Am 1 1 UNIT 'A' UNIT 'S' UNIT 'C' UNIT 'D' , $. RST FLOORPERMIT A-101 SCALE: 1/4 0 V-1131" �OO � SE T i I i GENERAL NOTES: AC 1. PROVIDE 4'-0" MIN. NON-COMBUSTIBLE FIRE RETARDANT-TREATED PLYWOOD. AC AIRCONDITIONER RAS CLOTHES ROD N® SHELF AFF ABOVE FINISHED FLOOR REF REFRIGERATOR AHU AIR HANDLER UNIT SD SMOKE DETECTOR BLOCKING NOTES: CH COUNTERTOP HEIGHT SGD SLIDING GLASSIDOOR 1. INSTALL GRAS DAR BLOCKING FOR FUTURE GRAD DAR INSTALLATION. 2 X 6 DR DOOR SH (#) SHELVES (QUANTITY) AdOlk BLOCKING TO BE LOCATED AT 36" (CENTERED) ABOVE FINISHED FLOOR. DW DISHWASHER UC UN®ERCOUNTE FLR FLOOR VOL VOLUME STAIR NOTES: HB HOSE BIB WC WATER CLOSET 1. TREADS MADE OF 2x12 GLUED & SCREWED (TRIMMED AS REQUIRED) MC MEDICINE CABINET WD WOOD 2. RISERS MADE OF 1x8 GLUED & SCREWED (TRIMMED AS REQUIRED) MIR MIRROR WH WATER HEATER 3. LANDINGS MADE OF 2x8 @ 16" OC. DECK W/ 3/4" T&G PLYWOOD GLUED & NAILED MTL METAL 4. CARRIERS ARE 2x12 EQUALLY SPACED (TYP.) OHC OVERHEAD CABINETS 73' 0" -- 5. TOP OF HANDRAIL INSTALLED @ 34" 0 38" ABOVE FINISHED FLOOR / TREADS AS OPNGOPENINGmaches OPT OPTIONAL SEPARATION 16' 6" SEPARATION 16' 6" SEPARATION MEASURED FROM NOSE OF TREAD. 201-01v 20� ,��, WALL WALL WALL WINDOW SIZE NOTE: -t x 1. CONTRACTOR TO ADJUST ACTUAL WINDOW SIZE AS REQUIRED TO COMPLY WITH Habimfa FLORIDA BUILDING CODE MINIMUM NEW CLEAR SSF OPENING ON THE GROUND AND ... . ....... . for 6.7SF OF THE SECOND FLOOR. -Hunifty " BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 ................................................ (904) 241-1222 FAX: (904)241-4310 ARCHITECT: Julianne N. Overby, RA 1 Architectural and. Interior Design Julianne,N. Overby, R.A. 2452 Ptlllian Street Jacksonville Beach, Florida 32250 ................................... 1 904-704-8625 6'_6" 6"_10 6'm8'° 6'-6'° 3°w6" 6,_6" 6'=6"' 3'_6" 6'®6" 6'-8" 6'�1®" 6°-6" Finail:�jnoverbD@att.net Fi AR 0 7060 FL I 621 ------------ -----------=_ - -------- 3052SH 3052SH 3052SH y - 3052SH 3052SH 3052SH 3052SH 3052SH EGRESS EGRESS EGRESS EGRESSEGRESS EGRESS I EGRESS EGRESS 1(11.211 3'b ,, L 13,_4, 13' 4" 3' 2.. 10,_2„ 9"_1®" '1111111000 %ft"00 BEDROOM #2 BEDROOM #1 @ J 8'CLG. 8'CLG. m ® fA BEDROOM #3 coEDROOM �#2 BEDROOM 2 00 BEDROOM #3 ® � ® Go _1 � g LL U) 8'CLG. 8'CLG. n w ® -' ® ® 8'CLG. 8'SLG.. � 04 C) LL � LO , LO 04 00 Ll I 3'®10" 3'-10" I _ 3'-10" ` �� 3'-10" dN C) w w w w 053 ��, 063 \ l 306 ���� ��G 306 3IF LD rl— _ _ m — — — T&SNATTIC—I 00 00 R&S RAS FATTIC� R&S v AT ICS SAT IC ACCESS I I ® I e ACCESS t� I AC ESS @ , AC ESS o - �— — — —� v o — � � � ..� — 3068 3063 c� c� u� ® ® 15 13 \ 1i " 1i L ® - - 1 4 �. 20 38 3 0 3 cv „ , „ , , / 13 15 6 8 °� 3-4 3m10 3�8 2�0 6�8 e �ILO 4014 // 12nl All 0-It4._ '_ " �6_8' 4' ®" 12 \ 15 15 11 / _ I 11 BATHROOM - 14 14 MATHROOM — 10 10 -- 8'CLG. 13 13 8'CLG. 0 ® O �I M � cn g11 . 0 F_ 12 12 I ® ® - 8 `� m 3063 ; 3063 3 ® I� 11 11 I 7 / m 7 0 LO - o� ® 6 VERIFY �, 10 � 10 ® VERIFY 6 O� i _ ® TUB R.C. ® 9 9 v TUB R.O. 5 �- � e� 5 3 3 4 BATHRO THROOM 4 7 3 8'CLC. 8'CLG. 3 \ coI 6 ® PROJECT TYPE: QUADPLEX 6 - - - r 5 ® �/ \ ® vER1FY VERIFY. ® ��� �' � ® 5 CD DATE ISSUE®: APRIL 28, 2015 ® TUB RC .O. TUB R.U. / �� � 4 4 _��/ \ 1 . MASTER 3 REVISIONS: 3 MASTER 2 , 2 BEDROOM BEDROOM g._4.. 3._6.. Zoe �o ,_8,� , 6„ 9._4.. 8'CLG. 8'CLG. CLOSET CO ® I - ® ® CLOSET 8'CLG. ® ® -06 � s M BEDROOM #3 ® C00 –1D ® I I co _jW O ® BEDROOM #2 — L — — — — — 8'CLG. LO — LO — C) 8'CLG. R&S R&S J 2X6 WALL F�7 _ Iv 3052SFI 3052S 5 a ii 6,®3„ 2X6 WALE 3 52SH 3052SH EGRESS WINDOWS 6 v3 SHEET TITLE EGRES WINDOWS ® *-OND- 2X6 WALI,= 2X6 "ALL 3052SH 3052SH 2X6 WAL EGRESS WINDOWS f' 3052SH 3052SH FLOOR EGRESS WINDOWS PLAN �� a �� s oo � �� �- �� �_ �� 1f , 'e " v 6-6 3 6 10 0 10'�®'° -6 6�6 6®6 3 6 6 6 6 6 -..- 3 6 . 20�_®,0 16'_6" 16'-6" 20'-0" SHEET NUMBER im %J-,a UNIT 'A' UNIT 'B' UNIT 'C' �lNIT 'D' MIL INW IL ff 4 1 � 1 N LOO PLANPERMIT A-102 SCA E: 1/4 O SLAB NOTES: LEEN®: 1. THE FOUNDATION 13 DESIGNED FOR AN ASSUMED MINIMUM SOIL BEARING - -4" INDICATES A STEP-DOWN OR RECESS IN PRESSURE OF 2,500 PSF. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONCRETE SLAB W/ MINIMUM DISTANCE VERIFY THAT THE SOIL WILL SATISFACTORILY SUSTAIN THIS LOADING. DENOTED M R 4 3 000 PSI FIBERMESH CONCRETE SLAB W/ 6x6 10/10 WW O 2. 4 3 000 PSI CONCR , _ INDICATES SLOPED CONCRETE SLAB 1/8" SLOP� CONCRETE SLAB OVER 6ML. POLYETHELENE VAPOR BARRIER OVER LEAN, PER FOOT (MIN) COMPACTED, TERMITE TREATED SOIL. (TYPICAL) 3. VERIFY LOCATION OF ALL INTERIOR LOAD BEARING PARTITIONS W/ TRUSS ENGINEERING DRAW]NGS AND PROVIDE THICKENED SLAB @ ALL LOCATIONS. 4. THE HEIGHT OF ALL STEP-DOWNS SHOWN ON DRAWINGS ARE MINIMUMS AND MAY �SEPARATI®N �SEPARATI®N SEPARATION VARY AT BUILDER'S OPTIONS AS REQUIRED BY SITE CONDITIONS. WALL WALL WALL j 20'-0" 16'-6" 161-611 201-011tseaches 5. VERIFY LOCATION OF ALL PIPING AND CONDUITS REQUIRED BELOW SLAB. (SEE FLOOR PLAN FOR ALL PLUMBING FIXTURE LOCATIONS - _ ) NOTE: a. ita ROOF TRUSS ENGINEERING THEE 16'-5y2" NOT AVAILABLE PRIOR TO ISSUANCE OF S 2 CONSTRUCTION DOCUMENTS. VERIFY INTERIOR ROOF TRUSS BEARING WITH ROOF �� , 1 for Humanity'1 2 Y2 PE IFICALLY FOR THIS PROJECT. - ERIN PRODUCE® S C TRUSS ENGINE G , , ___ _ __ BEACHES F—® EQUAL EQUAL o®� 1 �° 1 ® Y2 1605/2„ /2 HABITAT F O R D_ 0 11011 HUMANITY X cin I i1 - 797 MAYPORT ROA® ee ®— __. ._ ®®®® ®°e— ®®® ATLANTIC BEACH, FL 32233 _ I SLOPE i � r � (904) 241-1222 FAX: (904)241-4310 ice-- I D_ w CL I ARCHITECT: m ® o ' cv P \ m � 3 0 s � LIN 1 1 - I Julianne N. Overby, RA 1 I 11,-0,, Architectural and Interior Design 11,0®°' _ .-� Y2�� i \ I i i - i /2Julianne N. Overby, R.A. 2452 Pullian Street \ Jacksonville Beach, Florida 32250 3w6°1 \I ® I \ w � e e ——®® ®o®®®� 904-704-8628 'I I I ( Email: jnoverby@att.net FL.AR-0017060 a FL.ID-4621 w I 8'®11/2„ Y2,° II 0 1 1 \ I %2°' 8'-11%2 I ® I IIS I I \ I I I v c� \ I a co� o No MIN 11 � I I \ I I00 Of I I � r 1 v ®� �wil 1 _ I� ® � I II � I I � � I I"� ® ISI �' = = IfffffIfIffN J IIS I I I c w ®® �m ®7/�..---- --®� SII ® I 1 - � �® ®_ ®e ®®�®® ®�_,— ��Dec I I � I I \ _ �- LjL 10 / I I � \ n ® 73 viin �®/ Q� I I I S I I I �®\ � \® � 1 I I N7 I I X I I I I I I I I X I ® ' I I I I I I I I co co co Q 1 X01 Off I 1 I I I I �0'-0°' FINISHED I I i l I I FINISHED PROJECT TYPE: UA®PLEX FLOOR I I I I FLOOR ®J Q 5 = I I I I NAVD FFE 14,6 I NA ® FFE 14.6 I I � ¢®°�0 I S I +01-OffI I I ®ATS ISSUE®: APRIL 28, 2015 FINISHED FINISHED I I I REVISIONS: FLOOR I I FLOOR I I 1 NAV® FFE = 14.6 I I NAV® FFE = 14.6 I I ISI I I I I I I I , I I 1 I I i i i I I I ------®®®mm®e® o ®,®Dee®®- i i Mme—®m — ®e® ®e—emm ®me®®oma SHEET TITLE FOUNDATION Ljj PLAN L®® ® ®® ® — _®® _ ®®— mJ I -o'®v2" a_ . U)C) I —mem®® ®�I C CV ® ® ® w m0'-1/2" -0'-1/2" �, El n — o ° SHEET NUMBER %2" EXPANSION MT. __w_ %2" EXPANSION MT. 1" EXPANSION MT. 1" EXPANSION MT. 19'®11" 16'-511 16'-5" UNIT 'A' UNIT 'B' UNIT °C' UNIT '®' 2PLAN . � p VI - . A�103 PERMIT SCALE: 1/4" e 1 -0oa � �3SET ROOF NOTES: 1. FIBERGLASS ASPHALT SHINGLE ROOFING OVER 30# FELT OVER 7/16" OSB OVER PRE-ENGINEERED ROOF TRUSSES SEE STRUCTURAL INSULATION BAFFLES BETWEEN 12 EACH TRUSS 4 tseaches HURRICANE CLIP @ EACH TRUSS e SEE STRUCTURAL DRAWINGS �SEPARATI®N Cr SEPARATION,. �SEPARATION WALL WALL WALL (2) 2x PLATES - SEE STRUCTURAL flablia METAL DRIP EDGE OVER METAL0 IN WRAPPED 2x6 FASCIATor J - � :: VENTED VINYL SOFFIT BEACHESR-30 MIN. BLOWN-IN INSTALLED PER TYP, INSULATION HABITAT FOR MANUFACTURERS SPEC. 1/2" GYPSUM WALLBOARD. MUD 'I HUMANITY VINYL "F" CHANNEL 1 AND TAPE ALL JOINTS AND z--- –––––– ---–—–– –– ® ®®®® ®®® 797 MAYPORT ROAD R-19 BATT INSULATION FASTENER MOLES. SAND ALL ATLANTIC BEACH, FL 32233 SURFACES FLUSH. 1 (904) 241-1222 FAX: (904)241-4310 HURRICANE ROD SYSTEM SEE STRUCTURAL DRAWINGS I i ARCHITECTS p+ SOFFIT DET RAIL ! 12 12 Julianne lea Overby' RA A�102 SCALE: 3/4" ® 1'-0" I 3 3 4 i> I Architectural and Interior Design Julianne N. Overby, R.A. __� 2452 Pullian Street --- --®®m-- e-- - .. ® ®ee ®®eem � r----- --®®®e®® - Jacksonville Beach, Florida 32250 FIRE GLASSI 904-704-8628 AS HALT r (ASPHALTS I I I Email: jnoverby@att.net SHI GLES SHINGLES = I I FL.AR-0017060•FL.ID-4621 C') 12 ® 12 cr'4V METAL ROOF 3 / 3 METAL ROOF BELOW BELOW r "111111IM1111100 %11111111111010 "111111moo %"!000 NO PENETRATIONS NO PENETRATIONS NO PENETRATIONS WITHIN -0" OF THE WITHIN 4'-0" OF THE WITHIN 4'-0" OF THE 2 HR. FI EWALL 2 HR. FIl`�EWALL 2 HR. FIREWALL FIBERGLASS I ASPHALT SHINGLES I /� I 41°®" 41-011 43" ®FF 41-011 41a®11/ „ ® ^1-011 �1v FF X - RIDGE VENT r RIDGE VENT z z 1 � � 00 12 0004 N 04 177 PROJECT TYPE: QUADPLEX I DATE ISSUED: APRIL 20, 2015 FIBERGLASS , REVISIONS: ASPHALT /.. SHINGLES 12 12 4� � 4 I SHEET TITLE FIBERGLASS FIBERGLASS ASPHALT ASPHALTROOF SHINGLES SHINGLES PLAN - - ---- - - -- - - -- --- METAL ROOF e®®® ®� e e METAL ROOF BELow BELOW/_ ® ®m— ,moo®®®®—m m--_®®-- -- I m®—® e®®® ®o®®°e ®®® c� II SHEET NUMBER METAL ROOF r BELOW � II CIA METAL ROOF — ® ® ®® ® - -- e— _ — ®e_ ._..00 - -- BELOW A 1 4 UNIT 'A' UNIT 'B' UNIT 'C' UNIT 'D' I 2 r V-0" � A�104 SCALE. 1/4as 1 0r� ELECTRICAL NOTES: 1. IN FAN / LIGHT COMBO SWITCH TO OPERATE LIGHT ONLY. ELECTRICAL LEGEND 2. ALL WIRING IN BEDROOMS TO BE ARC FAULT PROTECTED PER NEC 2002. 3. INSTALL DOORBELL TRANSFORMER IN FIRST FLOOR ENTRY CLOSET. 110 VOLT DUPLEX OUTLET-WALL MOUNTED 4. ALL THERMOSTAT AND LIGHT SWITCHES TO BE HUNG AT 43" MAX. ABOVE FINISHED 110 VOLT DUPLEX OUTLET-WEATHER PROOF FLOOR. 5. ALL LIGHT AND FAN SWITCHES TO BE TOGGLE-TYPE SWITCHES. 110V DUPLEX -GFCI OUTLET 6. ALL ELECTRICAL OUTLETS TO BE LOCATED MAX. 13" ABOVE FINISHED FLOOR. 110V DUPLEX-AFCI OUTLET 220 VOLT OUTLET-WALL MOUNTED ® TELEPHONE OUTLET 3- SWITCH SWITCH-THREE WAY Dea.c_'h. .,e. s 0-I PUSH BUTTON SWITCH Nor DOOR BELL CHIMES 0 sabi =La =L 0-1 CABLE TELEVISION OUTLETfor .HuRnalanity LIGHT FIXTURE-CEILING MOUNTED rc 20 XHHW AL -`�' LIGHT FIXTURE-WALL MOUNTED A-200 BEACHES SMOKE DETECTOR-CEILING MOUNTED - HABITAT FOR Q I HUMANITY SMOKE DETECTOR-WALL MOUNTED 150 AMP PANEL 797 MAYPORT ROAD EXHAUST FAN \\ ATLANTIC BEACH, FL 32233 ELECTRICAL METER AND 150 AMP BREAKERELECTRIC PANEL \ (904) 241-1222 FAX: (904)2414310 3" CONDUIT, RUN TO POLE Lo QUICK DISCONNECT ® W DSM EXTERIOR WALL ELECTRICAL SERVICE RISER TM m ` r �, I. ARCHITECT: FLOOD LIGHTS - DUAL HEAD ® - ' z , - <�\LIGHT/�) Julianne N. Overby, RA 1'x4' FLUORESCENT (PRE FAN) Architectural MOUNTED LIGHT rchtectural and Interior Design FIXTURE Julianne N. Overby, R.A. IREA R 2452 Pullian Street I K �- Jacksonville Beach, Florida 32250 / I / � ` � 904-704-8628 i Email: jnoverby@attnet _ _ { FL.nR-0017060 a FL.ID-4621 I Ifs' I W 2 ; IN I /I A-300 „ -(D I' F i I I 1 a I � s I I ' w ) II I I / w LL fes° 0 ® ® ® ® n c� ;U M I �. I ® M � in M CO 0 I � !® ® - BOO A-200 , ' - z Z z Z &W Lw q< z HVAC O WH H AC PROJECT TYPE: QUADPLEX DATE ISSUED: APRIL 28, 2015 ® i REVISIONS: 0— LIGHT LIGHT LIGHT (PREWIRE FAN) O O (PREWIRE FAN) i I � LIGHT 1 LIGHT (PREWIRE FAN) is (PREWIRE FAN) I I i TO LIGHT i TO LIGHT ' ABOVE ABOvE , SHEET TITLE \ / 2 TO L T , TO �_H'T / FIRST FLOOR AB \ A-3oo l _ ' - A OVE ' ELECTRICAL 2 , \� 1LAYOUT ® � I,. A-300 2 3 �/ PLAN A-301 A-301 SHEET NUMBER L�J LOJ LET I' i LOJ L�J IL _j I_ r IL � r � MM � � L � LLJ LOJ IL AV UNIT 'A' UNIT 'B' UNIT 'C' UNIT' 'D' 1 FIRS FLOOR ELECTRICAL LAYOUT PLAN « PERMIT ELECTRICAL NOTES: 1. IN FAN / LIGHT COMBO SWITCH TO OPERATE LIGHT ONLY. ELECTRICAL LEGEND 2. ALL WIRING IN BEDROOMS TO BE ARC FAULT PROTECTED PER NEC 2002. 3. INSTALL DOORBELL TRANSFORMER IN FIRST FLOOR ENTRY CLOSET. 110 VOLT DUPLEX OUTLET-WALL MOUNTED 4. ALL THERMOSTAT AND LIGHT SWITCHES TO BE HUNG AT 48" MAX. ABOVE FINISHED � 110 VOLT DUPLEX OUTLET-WEATHER PROOF FLOOR. , 5. ALL LIGHT AND FAN SWITCHES TO BE TOGGLE-TYPE SWITCHES. 110V DUPLEX-GFCI OUTLET 6. ALL ELECTRICAL OUTLETS TO BE LOCATED MAX. 18" ABOVE FINISHED FLOOR. 110V DUPLEX-AFCI OUTLET 220 VOLT OUTLET-WALL MOUNTED ® TELEPHONE OUTLET i -69- SWITCH SWITCH-THREE WAl' tieaches ❑—► PUSH BUTTON SWITCH �a DOOR SELL CHIMES al)IT t O--i CABLE TELEVISION OUTLET RAW Humanity LIGHT FIXTURE-CEILING MOUNTED 20 XHHW AL - LIGHT FIXTURE-WALL MOUNTED - BEACHES � SMOKE DETECTOR-CEILING MOUNTED HABITAT FOR. . SMOKE DETECTOR-WALL MOUNTED SIT 150 AMP PANEL _LLEXHAUST FAN I 797 MAYPORT ROAD ELECTRICAL METER ATLANTIC BEACH, FL 32233 AND 150 AMP BREAKER ELECTRIC PANEL (904) 2411222 FAX: (904)241-4310 3" CONDUIT, RUN TO POLE QUICK DISCONNECT EXTERIOR WALL ELECTRICAL SERVICE RISER ARCHITECT: IT FLOOD LIGHTS - DUAL HEAD RA 1'x4' FLUORESCENT Julianne l�® Overby, Architectural and. Interior Design CEILING MOUNTED LIGHT FIXTURE Julianne N. Overby, R.A. 2452 Pulhan Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net FL.AR-0017060 a FL.Ill-4621 ........ ` I I P 4"0000 %"moo ------------ -7 LjL �LIGHT� LIGHT LIGHT I LIGHT LIGHT PRE FA (P I F/AN) (P I FAN �: PR IR /�N F ) i ( fig ) (PRE IRAN) �LIGHT� ( ) i. i (PRE FAN) I I A I. O ` O \ _ I TO TO �` / , WITC l SWITCH S1NI® O BELOW _ JIBELOW O _ T® PWITCH BELOW ' / \ - ' IBELOW PROJECT TYPE: QIJADPLE)C DATE ISSUED: APRIL 28, 2016 �O I I , , , I I � I I I � � I 0 i SHEET TITLE SECOND FLOOR0 0ELECTRICAL (PREWGRE FAN) { �/LIGHT (PREWIRE FAN) LAYOUT PLANi UNIT 'A' UNIT 'B' UNIT 'C' UNIT 'D' Am 1 b SHEET NUMBER is a I. 2ELECTRICAL LAYOUT PLAN �� 4PERMIT Pa�1 D6 SCALE: 1/4 1'�0" ' \ e CUT 4X4 BRACKET INTO ARCHED 3'° COLLAR BEAM ELEVATION NOTES: 1X3 FASCIA BOARD w/4" KING POST S NON-COMBUSTIBLE FIRE RETARDANT-TREATED PLYWOOD.1. PROVIDE 4 0" MIN. _ WOOD TRELLIS OVER WINDOW :. ....:, . _ .,:,,. >. ,. ,.. ASPHALT FIBERLA f 12 SHINGLES 3 0 4 2x PURLINS O.C. _ 1� 7 A F F + m T. TRIM ..................... 1X P. TRUSS BEARING FASCIA TRIM X3 SMOOTH .. I _ ':: .. .. W/1 1a 11 STEP/ X3 .,. — __._........ X4 TRIM ..... .. ...... . ............ s _ N �XS P.T. RAFTERS __ _ ;; , : :: < :; -: :- `; , ............ . .... 1X4 WINDOW TRIM ,,:.,:: _. .. :::: 5 HORIZONTAL SMOOTH P.T. 4X�W®®® SRACK�fS (TYP.) :....... ..:. .............. LAP SIDINGBeaches ................................................................................... ...."I'l�11.11.11�'ll""I'll".."..I „:... ...; ,,;, ...,. ,,,;.. .:..,,. ;,.:.: .,<... ;:- :..�.:., :.:,... ,.,.. ,.; ,.,. ._ n as .. .. .. : : : ...... ........ ............ ................ ........... ......... ........... ....... _ 5/4 X I� SMOOTH HORIZONTAL BAND: -- MTL. STANDING SEAM ROOT° 91-5 dL - A.F.F, ' RUSS EARING f Huftandy ....... ... ........Ai BOARD & BATTEN 1LA DETAIL PERGO A 200 SCALE. 3/4 1 0 ®V�RFR® NT WINDOWS ' 6 TAPERED ROUND COLUMNS AT FOR is U S � : HUMANITY , '.:::. ' 797 MAYP RT RO AD OA® al 11 ;.. :; ::.: :. 1 11 < —.__ ...__ 5/4 X 6 TRIM _ : F.F. BEACH, FL 32233 >: �Q Q ATLANTIC `.€ FF 0 ) 241 1222 FAX (904)241-4310 NIT °A° NIT 'D' NIT 'C' NIT 'D' FINISHED FLOOR 9 4 .. ;: - . NAVD FIFE 14, U . FRONT ELEVATION ® SNAKE AT TOP OPTION SHINGLE STRAIGHT EDGE s e SCALE. 1/411 0 1 10®11 TOOL _ A 200 PANELS W/SIMPLICITY ����I����° :.. ;.::.. ALUMINUM CORNERS Julianne N. Overby, RA _ , , :..:...: : : Architectural and Interior Design g .. :........: ,: :::: .... ::::: .... .... ::: :::....... -- �, @ianne N. Overby, R.A. 2452 Pullian Street ... ... ., Jacksonville Beach, Florida 32250 .. ..::::: ......::: - - 904 704 8628 Email: jnoverby@att.net FL.AR 0017060 a,FL.ID-4621 ................. ............ ........................................................................... ..................... .......................................... El ............ .............................................. 12 -- 4 ........................................................................................................................................................... ......................................................:...............:........................................... .I................. LOUVERED SCREEN WALL I - ..... NOT SHOWN FOR CLARITY ...... .. ... ... .. .._._. 1 .......... ..... .. ..... ... ... ... .. ®_........._ l UNIT 'D' 1 .......... :.: .. .. :. .. .. .. - -RIST � ��VATI N 11 e 1 m0 SCALE. 1/4” L®LIVERED SCREEN WALL( ® S — 1E (NOT SHOWN . FOR CLARITY) UNIT 'A' PROJECT TYPE: QUADPhEX ® LEFT ELEVATION DATE ISSUED: APRIL 28, 2015 A�200 SCALE: 1/4" e 1'-0" 12 4 . _ j .... .. - .. ..... SH��T TIT�� - i _ . ................ .......... E T E R I 0 R......................................... .............. .... ............................. ............. .................... ............................. ...................................... .............. .......................... ................................................................. ............'**,,*.........................I I d d.d d..I..................... .................................... ............................................ .............. S............... ..................�­r r r r r,� ............... .......................... ­............................. ............................................. r r,,.�........... ................ ............. ................. ................. E L EVAT I 0 N............ .......................... .................. .................... ............ ....... ...... .......... ....................... ..... ............................ ................................... ...................... ......................................................................................... .................. ............... ............... ........... ........................................................... .................................................... ..............................1:1 I IE-1 .................. ....................................... ................... ................................... ........... ........................ ......................... ....................... ........... ........... ...-----—---- ................. .......................... .......----—-----............. ... .......... ......— MTL. STANDING SEAM ROOF STANDING SEAM ROOF 4, P.T. SHEET NUMBER �X WOOD OO S 2x WOOD TYP. TYP. P.T. 00 S � GIRDER �G GIRDER P.T. 4X4 WOOD BRACKETS TYP. W BRACKETS TYP. 00 C S P.T. 4X4 WOOD BRA C S GLASS LIGHT EXTERIOR DOOR GLASS LIGHT EXTERIOR DOOR A=2 r ,ems UNIT '®' LOUVERED SCREEN WALL UNIT 'C' LOUVERED SCREEN WALL UNIT '' 4X4 WOOD BRACKETS (TYP,) UNIT 'A' ( �� ' �� � „� RA I AR ELEVATION C; FOR TRA H &A/C UNIT P.T. 2x6 WOOD RAFTERS & COLLAR BEAM LOUVERED SCREEN WALL A�200 SCALE: 1/4" ® 1'�0°° GLASS LIGHT EXTERIOR DOOR � P.T.4X4 WOOD BRACKETS (TYP.) SET 1 As I Beaches P"k ATTACH 2" METAL Habl* mam C-CHANNEL TO TOP OF GYPSUM LINER PANEL OSB SHEATHING, USE FIRE-TREATED _ for ..Humanl . y l CL PLYWOOD WHEN AT A MINIMUM SEPARATION WALL DISTANCE OF 4' FROM FIRE WALL ' PRE-ENGINEERED BEACHES ® WOOD ROOF TRUSSES Ile FIRE RESISTANCE RATINGS ANSI/UL 263 HAITAT HUMANITY Design No. U336 a NOTE: NO ROOF PENETRATIONS December 06, 1996 X 797 MAYPORT ROAD Exposed to fire from separation wall side only WITHIN 4'®0°' OF FIRE WALL Q Nonbearing Wall Rating e 2 Hr ATLANTIC BEACH, FL 32233 ALIGN TRUSSES WITH INSIDE Finish Rating - 120 Min (904) 2411222 FAX: (904)2414310 EDGE OF FRAME WALL 3 SEPARATION WALL: (Max Height - 44 ft) CONTINUE Y2" GYPSUM WALL 1. Floor, Intermediate or Top Wall - 2" wide channel shaped with !" long legs @ ARCHITECT: BOARD TO ROOF DECK NOTCHED R®30 BLOWN form from No. 25 MSG gals steel, secured with suitable fasteners ;spaced 24" 1 AROUND WOOD TRUSS MEMBERS. CELLULOSE O.C. �iL1a1�Y�O N. VOrby9 RA APPLY INTUMESCENT COATING AT INSULATION 2. Metal Studs - Steel members formed from No. 25 MSG g'dly steel havingNA ALL PENETRATIONS. 1-3/8". Architectural and Interior Design "H" shaped flange spaced 24" O.C.; overall depth 2" and flange width -- 3. Gypsum Board* - Two layers of 1" thick gypsum wallboard liner- panels, A Julianne N. Overby, R.A. supplied in no 24" widths. Vertical edges of panels friction fitted into "H" 2452 Pullian Street " shaped studs. 4 - Jacksonville Beach, Florida 32250 1/2" GYPSUM WALL 904-704-8628 BOARD CANADIAN GYPSUM COMPANY Type SLX. Email: jnoverby@att.net 063" USG ALUMINUM ANGLE CLIPS =`. ? UNITED STATES GYPSUM COMPANY - Type SLX. rz..ex-ool�o�oaFL.zv-a�a1 ® SPACED AS REQUIRED "THERMAFIBER" INSULATION _ 3 FIRE BLOCKING AS REQUIRED PROTECTED WALL: (Bearing or Nonbearing Wall) 4. Wood Studs - Nora 2" by 4" max spacing 24" O.C. Studs cross braced at 6 (2) LAYERS 1" USG GYPSUM mid-height where necessary for clip attachment. Min 3/4" separation between LINER PANEL wood framing and fire separation wall. 6 R11/19 FIBERGLASS 5. Gypsum Board - Classified or Unclassified - Min 1/2" thick, 4'-0" wide, } BATT INSULATION 1" (3/4" MINIMUM) AIR SPACE applied either horizontally or vertically. Wallboard attached to studs w/ 1-1/4" CN long steel drywall nails spaces 6" O.C. Vertical joints located over studs, ° ' 1/2" GYPSUM WALL BOARD OVER #2 (Optional) Joints covered with paper tape and joint compound. Nail heads I %ftwo %ft"00 %"moo SPF WOOD STUDS 16" O.C. covered with joint compound. 6. Attachment Clips - Aluminum angle, 0.063" thick, 2" wide with .2" and � 5UJ 2-1/4" legs. Clips secured with Type S screws 3/6" long to "H" studs and „ with Type "W" screws 1 -1/4' long to wood framing through holes: provided in 2 METAL H®CHANNEL clip, 23/32°' T�cG PLYWOOD METAL ANGLE o SPACE AS REQUIRE ) 6A. Clip placement (Item 6) for separation walls up to 23'-0" high. Space (3/499 MIN) AIRSPACE :.;. SUBFLOORING GLUED AND _. ; clips a mas of 10'-0" O.C. vertically between wood framing and "W'I ' studs. SCREWED OVER PRE-ENGINEERED 2x SILL PLATE 6B. Clip placement (Item 6) for separation walls up to 44'-0" high. Space WOOD FLOOR TRUSSES clips as described in Item 6A for upper 24'®0". Remaining wall crea below requires clips spaces a max 5'-0" O.C. vertically between wood framing and "H"AX SECTION A studs. .: *Bearing the UL Classification Mark n e.e r��. at�y. 2003 u n.A . PRE-ENGINEERED WOOD FLOOR TRUSS SEE STRUCTURAL DRAWINGS ?.11) r CD CN 1/2" GYPSUM WALL BOARD PROJECT TYPE: QUADPLEX 2X6 STUD WALL @ 24" O.C. DATE ISSUED: APRIL 26, 2015 1/2" GYPSUM WALL 12 BOARD OVER 2x 2 SPF W/ R-19 INSULATION REVISIONS: .063" USG ALUMINUM ANGLE CLIPS - WOOD STUDS ® 16" O.C. ® SPACED AS REQUIRED w: NON-COMBUSTIBLE SIDING OR R1 1 FIBERGLASS MATT 1/2°' GYPSUM WALL ESRD STUCCO OVER APPROVED ATTACH 2" METAL CHANNEL TO INSULATION 2X4 STUD WALL @ 24" O.C. HOUSE WRAP VAP® BARRIER CONCRETE SLAB W/ 'PASLODE' 1" (3/4" MINIMUM) W R®13 INSULATION OR EQUIVALENT ANCHORS ® 24" AIR SPACE / FIRE RETARDANT O.C. MAXIMUM (2) LAYERS 1" USG PLYWOOD SHEATHING. EXTENDED GYPSUM LINER PANEL _ 0 4'®O" HO L ISTANCE ®TH SHEET TITLE 2x SILL PLATE W/ `:`. (; - - - - --� RIZIONTA FOAM SILL SEAL L OF SEPARATION .WA L SIDES OF FIREWALL WALL 2" USG 'C' RUNNER 2►' USG ' ' UD 2X6 STUD WALL @ 24" O.C. ®.I ® � AND R-1 INSULATION a .® (2) 1" USG GYPSUM LINER PANEL ® (SEE SECTION THROUGH CONCRETE GRADE BEAM SEPARATION WALL) SHEET NUMBER CL (SEE FOUNDATION PLAN) SEPARATION WALL AdMIL AM, 1 2 LA T I L ALL CTI A�300 SCALE: 1'1 ® 1'-0" Am300 SCALE: N.T.S. PERWIT ' i STAIR NOTES: 1. STAIR DETAILS PROVIDED FOR DESIGN INTENT. 2. SEE STRUCTURAL SWEETS FOR STAIR FOUNDATION, STRUCTURAL CONNECTIONS AND ATTACHMENT TO STRUCTURAL MEMBERS. 3. ALL STAIR COMPONENTS AND DIMENSIONS TO MEET FLORIDA ACCESSIBILTY AND BUILDING CODE REQUIREMENTS. 4. PROVIDE WOOD BLOCKING IN WALL AS NECESSARY TO SUPPORT RAILS AND RAIL SUPPORTS. FIBERGLASS ASPHALT SHINGLE ROOFING OVER 30# FELT OVER tseaches 7/16" OSB OVER PRE—ENGINEERED ROOF TRUSSES SEE STRUCTURAL BLOWN—IN CELLULOSE & INSULATIONfor HUMand Ty BAFFLES BETWEEN EACH TRUSS 12 HURRICANE CLIP @ EACH TRUSS 4 SEE STRUCTURAL DRAWINGS BEACHES HABITAT FOR (2) 2x PLATES — SEE STRUCTURAL HUMANITY 797 MAYPORT IROAD i ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 - METAL DRIP EDGE OVER METAL ARCHITECT. WRAPPED 2x6 FASCIA Julianne N. Overby, RA VENTED VINYL SOFFIT INSTALLED PER MANUFACTURERS SPEC. Architectural and Interior Design R-30 MIN. VINYL "F" CHANNEL BLOWN—IN 2452Pu1 a ulianne N.otrebtT' R.A• INSULATION 5/4 x 6 FIBER CEMENT F R E I Z E >4 _ Jacksonville Beach, Florida 32250 BOARD 1 /2" GYPSUM WALL 904-704-8628 BOARD. MUD AND Email: j noverby@att.net R- 19 BATT INSULATION TAPE ALL JOINTS FL.AR-0017060.FL.ID-4621 HURRICANE ROD SYSTEM — SEE AND FASTENER STRUCTURAL DRAWINGS HOLES. SAND ALL 7/16" OSB OVER 2x STUDS — SURFACES FLUSH. SEE STRUCTURAL DRAWINGS VERTICAL SIDING 23/32" T&G PLYWOOD (BOARD & BATTEN LOOK) SUBFLOORING GLUED AND o _ TO BE INSTALLED PER SCREWED OVER PRE—ENGIN =ERED 00 10" WOOD FLOOR TRUSSES MANUFACTURE'S SPECIFICATION - LjL DAMP PROOF BARRIER LAP OVER FLASHING & SHIM -- — - -- - P.T. 5/4 x 8 CONTINUOUS TRIMft STAIR DETAIL w w Uj w < 4 STUCCO: INSTALLATION MUST 1'�0" CONFORM TO FBC—R703-6 A�301 SCALE: 3/4" m - 2x SILL PLATE 112" GYPSUM WALL BOARD REINFORCED I� CONCRETE SLAB 8c FOUNDATIONVT — 2x PRESSURE TREATED PLATE SEE STRUCTURAL DRAWINGS11)Ujjjjul 1141110 1)11 1H)HIP 111C11111 11 U110 PROJECT TYPE: QUA®PLEX OVER FOAM SILL SEAL — SEE STRUCTURAL DRAWINGS FOR 6 MIL VAPOR MASTER / ®ATE ISSUE®: APRIL 28, 2015 ANCHORAGEBARRIER OVER BEDROOM / REVISIONS. CLEAN, CLOSET EXTEND HOUSE WRAP BELOW FINISH COMPACTED AND 8'cLG. / FLOOR. SECURE WITH STARTER TERMITE TREATED ` STRIP SOIL , FINISHED FLOOR - ° FINISHED GRADE a o o Q Q Q ' ' ® SHEET TITLE a 3'-4" -4 �® _j ® ..... STAIR SECTION _ DOOR 0 TO AND >< JTILII DETAILS \ \ �\ f G o ^�S m o.. 1/2" GWB &'HWH N N - INTERIOR STORAGE 8' CLG.V I-0C14(CONDITIONED) C0 4 - 4'-6" SHEET NUMBER PARTIAL WAL A-301 W/ WOOD CAP ff - 1 LL SECTION 2 STAT TIO 3 T ROOM SECTION AM;3w 1 A-301 SCALE: 1" = l'-O" AT SEPARATION WALL A-301 SCALE: 1/4" 1'®0" A�301 SCALE: 1/4" e V-0" Jv , ° ° ? '� T I- _- __ - I I � � i -_i-,,_-__'_' ­illi- l____,I:___­­-----l-- _____ _________________i`�", ,--- ,� ,,, ,, — ---------- � _____________ __,",— _ ­_ I-11--1 — DOCUMENT, ALONC WITH i 71 , , �__r-__IOCIATEP DOCUMENTS, LE r---_-_,R- AL N- Oi SPECIFICATIONS, (contintied) Ez . - — I AN hNSTRMYENT OF I GF,NFE OTTIEF FRAMING 1r,11 I � AFAIGINEEP'S S.ERVICE FOR I �J 1.All-notes,drawings,details,tables,references and specifications depicted within these engineering documents shall be reviewed by the client and eachmateilial and/or CODES & DESIGN STAINDARDS- DESIGN LOADS- 11 - THE, EXCT,US.1V_EI USE AT THE C' -'I,-- q7T-�­==77="�­ �,�� '� I I , - 11,1- 11''-/-, - �," I �"'X- � ." /':� leufr TITJ ,RE1,11. ­,,.'­ , " I ., v"I", _P.ieu,i_ ,ED HE - Le `___`[,�:','�"":�,�', _��,�.�,,"I _�, , ,�, , ,­ - I service Contributor prior to initiatina construction.of the structure depict d hercip.or providing labor and/or materials for the saitie. Labor and/or-materials shall only be -" �cz,�,:,,-�,�,,­,', ',�,,-, "N' -,, , �� �',N 1-t, ,rit ,� /­_, ', I I " �_ , , 11, K 1.All-structural- (dimensional/solid-sawn)framing members,except as noted or Specified otherwise,Shall be#22 SYP himberv"frilarximuna 19%inoisture conte � - - _'_,� - I �',I �,�,,,,,,,, �,�,,,`, ­, I I furnished by those persons and/or entities with a thorough Understanding of'the Dates,dra,wings,details,tables,references and specification' s depicted herein,as well as a Florida Building Code-Residential 2010 ROOFS - -�A-_�','N�---- ::,,l�,�,, -7- -TAWOPMAT-ION DERIVED FRom, 1/,"­� 1'­,�,\ " ."I, �,, , , _X, �'.,"_ " , ,��, I THIS DOCUMENT, ANDIOP p thorough knowledge of applicable construction and safety practices required to execute a des-igri such as the onedepicted herein. Florida Building Code 2010(as applicable) LIVE LOAD 20#/--,f /.' `,�1�1, ,,,, I _� 1 2. All eng-incered,wood beams Shall be Trus J(ji-st/1-f-eA,el/Wey(.�rba.etise.r brand Miciallam LVL L9E,or equivalent,except as noted otherwise,and shall be Installed in � - "/"", I " "/�,,�/,�:,/, /, 1�� �, , , , 1 4 � - , -�,,, �,',/ - I .�, V� ,,� ASSOC1ATEND DOCUMENTS, MMY a DEAD LOAD/SHINGLES 7#/s_T "'I"', , / , I X,/ �I I- "I �ONTE III Il 1 . , , I I - , 11 accordance with the manufacturer's specifications,instructions and directions. ­', ,"�, - ..�' I 11 I, I/. � NOT BE USED FOR OTHER 2. These engineernig docanients have been prepared,it the client's reqylest to ensure Jie Structi-tre depicted herein,is iii compliance v,dth Sections 1603 through 1607, 1609 ASCE 7-110 DEAD LOAD/TILE 204/st' 11-1 I ��,,,, ',/1 1�_ ,,"`,'�� 1.-,/� �1_ � ,'' `,,� � "� /��I � I-' " "I , . �� ',� I ,�, I WORK(S) OR PROJE-CT(S) IDS _ �,,­� 1,,,,, ,­,'/�' ,,��i� 11 and 1610 of the Florida Buildirig Code,and/or Sections R3301.1 (excluding"flood" design,uirless specifically noted within these documents),R301.1.3 aild R30121A I\ -05 DURATION FACTOR 1.25 1" , � � 1 3.Ml engineered wood posts or columns Shall be Trus Joist/1-L eve-l/Weyerhaeuserbrand TimberStrand LSL 1.3E or Parallam PSL I.8E solid meml)ers,as specified,or `�,­ ._-� "',"-//' ,", I alang with Tables R301.5,R301.6and R301.7 of the Florida Building Code-Residential. The engineer's scope of workisli ited to only providingthenecessary analysis, TPI ,�,l-, ,�_," , r,,, WiTHOUT TFE EXPRESS : - 1-07 FLOORS 7 - -,_-1,,//,_ ,­�,,,, "', I 1111 - , ,,-�_,,'7=7—�, I',' ' �, "­ ,�­� ,/­,��,�,/,�_7 ,�r=,�, ­­,.- : equivalent,except as noted. Alortical post or collumi-is specified' on the framing plans and/or details as engineered wood inay not be built-ui)or pieced together to form m " 1 I ,�',, "',­, /,�,"""'-,p�,,,, , . � WRITTEN PER1,11,3SION OF TLME ap - _� ­­ 'e/.11-'_ "I" ­.­'/_/',:, ,_,,_,1,, l,,,,�,,� ; I dro,wings details and spec-Ifications coinnionly required to depict the construction necessary to conform to or with the stiactural loading requifen _11ts as outlined in the - - ACT 318-05 LIVE'LOAD 404'/sf ­�,� _ "'-'13�_/" 'I" `,,i'��":'­�' "I 1, �................... �, ­ RID I,',,,,-, � � - �,,,,, q,' I I'll, - _­... I�� I - it - ion I/ I � � :I", � P_,�L­,­, ""­­ � --- I - L " ,�,�, ri .�� "I - — _ - __ 1, --__�� � - "�`�', z ON�E,"I" 'I, . , ,. - 7 - ,�,7 ­� " ,, 1, 11 , , �'I', � --' '-Zen'tioned sections of the code land specifi.cally excludes other elements of a structural rialure as-well as all elements of a non-structural nature. -Additionally,the - 7,77 -77 ", . �,,,, the specified dimensions;they must be-solid,one-piece members. Post or colunins specified wilim.these construction document-,as dimens* alsobtit-sawrimernbers- � ,/," - 771, I 11_ 77, , ,�"", aforw WFCM-01 DEAD LOAD l2#/sf(Including Chfg Below) �, - I " - eeiPl`11�, I ,-,"_i,_/, "_,", ,��, �� - � .,,�,, ,,,,, � - r)LEWErF,Ef_1aV?3_F1E0V iv I � i.e. 4x,4,4x6,6x6,etc. -may be replaced by a shnilar-sized(e.-,I. af)'.25"x 5.25"E'VO in lieu Of a 6x(a SYP)engineered wood post without additional analysis or W,, " �� , � ' ' REV // - "I - , " ,_� ,� , ­­­/'-,',��',�,_ -, e 111 ,�,,� - IN1,1_.,I," -_ � , , f � I IT" g functions delegated to others[i.e. roof and/or floor truss design,engyineereed wood products design(except E`khT DLJP-ATIO14 FACTOR 1.00 0 "" 6 :�/ ,- �,��,��. � �,,�,,\ ,, F__ - gi 11- , ,, � '11"',�'", �,',�/,\ � xcludes engine peer. ­­ " I engineer's scope of work specifically ex - documentation requiredby the en i �Q-11 I/` \,�E I / '­­ '� , - I-, -��, zci, " _�,�­�­ , ,,,�I � ,0 specified herein),etc]as well a-,other disciplines of crigincering-i.e.mechanical,electrical,plurnbing, acatechnical,environmental,site(including drainage),etc. ,And, DESIGN CRITEMA: CEILINGS/AT TICS I/ �,",' 1,111/` `_* ,�, I - I - __ � - /1111 -1 I, , � 'i, :�V '� � 14' - �,�"/,,,�, 'III' '_ �' ..� " I :11- I ,�, :�, '��,,�,,.,, , , .. 1-11 " , \ '��,,,' ' "I I I 11 I ��,,,", - -pecifically excludes design elements of anarchitectural or norI-structural nature,i-poludingibut not limitedto egress and life safety-,moisture LIVE LOAD/TsT0 STORAGE 1014,/sf Qq0ti-concurrent) ,`�" ,il­,� "I ,1, Yl�," /" :":",,, �\ F--------I , "" ., , I/ I \"I I �, \ -11 nai ,d within these engineered clocurrients,sball be as specified by 11- 11 1, -� I , 1, , /'_ noted. A ,l,;",�� � I--- ZONE 1� ,, , /, . . - he - - 'LOAD w/STORAGE 20V/sf(Concurrent) '/�,, _,� � _1 . - �, I the crigincer's scope,of work s stance- ene ', ,er furf r, , A�1/1',, ,:",\ -11 0 - 0 ",�� , 1, "" I'll "" I , , �_11 4.All nailing shall be with"common" nails,except as othei-xis ling not otbe-iivisc specific ,;?,,�";, - III., a -rcsis _rgy efficien v,etc -- L I'VE . ,,- , ,", Protection,-liffiltnitiori and/or resistance;resistance to wood destroying organisms("WDO");fire 0, The efigine her warrants that fl BUILDING TYPE,' EN'CLOSED M � I ,'' " I I N,�I.. v - , � ,/ " \ I "��", -,,,,,,- I� �Ir- I "/1, " , � - � ", .1 l," ,,� .1, I�, �_,I -__ c 1, ,�i-,, ,,,", - X,�1, , , � , ,,_�,`,',�,,', �1` I,�"" ,�, I F, the applicable code referenced herein. All envelope sheathing shall be nailed andJor screwed as specified and glue or other adhesives shall riot be used in place oli ) , I I­I,�,����, , ,�/, / , ,",\X,I" ­ I I ,��,�­��(""Z,-''�,- 'I ", I -0 he code arid,makes ' ." - __ �:,�,,�,, � V to tions of the afore mentioned secti ris of d _ -Isf I, ,�, ',",,"-�,"'. ,"Ill -,,,,-� ,�","t," � ,�,,',�: ,­� ,, J1 structure depicted within these docurnertis,to the best of his or her knowledo ,conaplies wilth the.applicabl par BASIC WRKTD SPEED 130 mfib (3 see. p,ust) DEAD LOAD sFr -,'-,���,X 1, X I or screws. V--_ - �""__, IN' , I � - ��,"�, , no other claims,warranties or guarantees relative to these documents with regard to their fitness for ar�v purpose. Any data included withill these docurrients that address EXPSOUIRER CATEGORY C WIND ­ 1`l-'11_�:,;",." ,�, , N :,�,'--,'�,�, -,, ­,"; "" I I �� \'�/ill- � " , , , /, - ,,,,�W. "-11 - �� �1_-/,,>_ - 1-1'1'_1;Z_ "', ­ � , �_ ,I I I I I"I'1�,I..,,11"',J I — --- -, ,, �. I � I 11 I'll, , , , � , , ` �, - I I , - ,,_� , � , I. ,, `_ 72," � - �I I�, N , - I "' I'll 1�� _'� I \-1 I K i I , ,,,­,,,,-,�; - � , ,l�,, ,,\ '11/'11 , _� - elements beyond the specific confines of theaforernenticitted code sections and stated limitations is purely incidental to tire engineer's scope of work and Shall be BUILDING CATEGORY 11 LOADING PER TABLES , ;,,l�_,' " , I 'e, � Ili -1 1�I ,i I - I I. - - -- � --t-l" �Ill/- , �1� �, .1,�', -:1 I �1_ "I - 1-1 - 5.All engineered components,including roof trusses,floor trusses,1-joist,etc.,shall be installed in accordance with the manufacturer's specifications,u1structions and 0- � �,"I ,, Li�� � - 4 - �I , .. -� ,. responsibility of the appropriate entity-i.e. owner,architect,contractor,and/or building official,individually -and collectively -to design,account for or otherwise verify as INTERNAL PRESSITIRE- Coi +0.18/-0.18 DUIRATI ON FACTOR 1.60 : i 11 1,�7 1� � I " � I ­ �__,_ I'll, ___ _11­ directions. �11�,� ": ITE ,...�_l 4 - ..... --- � �, . I'll, , ',�� - — � appropriate for the intended purpose. SIESTAIC PITIA ,�I"I I,", , I'll �':�, , , , � �,�� t 1, I­ " /11 I ,, 11 The - ,_,", ,", - ,� �- .1 I ,� - .1 I, /,,' "r I,1,11, , I I �"I'll� .1 1.�11 - -- 6. All sheathing shall be either,4NPA-or TECO-rated,Eposure 1,PSl/PS2�Strtioiaral I rated sheathing NOT required except when specifically identified as Such). - - " , 1-- � I � ","",�­ '_,"', ", ' ' _- '' ,� �x/ -, ,",,�� ,, ��� W W 0 1 . , � ,�", _ I -I : -r- / .,.�t",,, ­ 1/,", 'I" -��,'1�"- i,,,, 3. The structure depicted within these engineering documents,unless specifically rioted herein as otherwise,has not becif designed to resist flooding or the associated effcots � I �', ""',�':� ,�,_,��, �'.,' ,�,� ied as one or the otl ,r o 0 _14"', ., , ­ ,_,­-­ CA-STILL thereat'. It is the responsibility of others-i.e� owner,arclaitect,contractor. site developer and/or building official,individually and collectively-to establislithe rnininturn Sheathing may be cither 03133 or plywood,unless specif to n the 111'raming plalts and/or details. All pariel edges of wallshelathing shall be solidly I �I,__ GABLE I 1� blocked. Use of......IV clips" or sifffilar edge support is required at unsupported pare!edges offroof sheathing 7/16"thick when supports are spaced at gorcaterthan 16"0/c. ZONE'i-COR1,TER ,-­� appropriate building elevation for thesubject slite and the improvements located there upon. In-no case shall the structure depicted herein be sited at an felevation.less that- - - - I_nz I ZON-JE(IS),TYPICAL 4- � 0 Use of"ply clips" or Similar edge support is i-equired Lit unsupported panel edges of roof sheathing less than 23/332"thick when supportingtile roofs. Use of"ply clips" 1-7 G"r 0 u P -I_- tile minimum, proscribedby FETVIA,as prescribedby FEW�_and enhanced by the local cantrolling alithority,or as prescribed by the community engirice,ring kind approved -- I I � --- or similar edge Support is reconitnended at unsupported panel edges of all roof sheathin1gy,regardless of panel thickness,for improved aesthetics. Roofand wall - by the local controlling authority, Furthe imore, the structirre depicted hierein shall not be constructed on a site meeting the criteria for or otherwise identified as a flood zonc, - A Fbl,ld.�.,p..tj­ -,;'­,­.��-,-7 . Sheathing shall not be'less than 7/16"thick. Floor sheathing Sit I not be less than 2'02" thick,with all panel edoes supported(tongue&grove or blocked). Sorne !-.�­­,;, '.� � r�, ROOF PLAINNIEW Z011TEP'I I I'-DITERIOR ZONE(S) - - ; "W unless those engineering docurnents specifically mclicate the design(s)depicted herein are resistant to firic potential effects of V-class flood zones. - 0i Desig-o-e-rs �_',_-_ `,,-I design loads require thicker panels;see sbcathing Specifications for specific ininilifunp,panel thicknesses,required spart ratiligs arid fastening infor-matioll. ,�_"--�lit ,�'�.'.� 11 S ,-1��,_..__i�� F--,,,I Engineers -'i���`�-, 4, The designi(s)depicted within these engineering documents hast-ba-ve been-prepared in accordance with the applicable laws,codes,-standards,.rules,erc.,(referenced ZONE`2"-ENTD�EDGE ZONE(S) -, ­-, I-,�_­_-_�,,� f ther 15/32" thick,'32/16 span-rated I E, - - , -I ;-,�_-",�� herem)as interpreted and enforced by local authorities having Jurisdiction and,further,the engineer is riot aware of any errors or amissions contained within.Tile design(s) 7.At exterior walls clad�,%lith a stucco or an applied-stone veneer finish,the AIIA( %v,ww.apawood.2!T_, re00f?1MePc1" the Ilse Of ci TZ" DINIENSIOT-I: 6550 Roosevelt Blvd _� sheathitia(Exposure 1,PIS UPS2) 9�i 7/16"t1tick,24/16,.�pari-raied Structural IT rated sbeathing when the sh&athing is installed with a vertical orientation.(long axis �-�5-.---,�.;�i­� C � --- 0 1 Jachsonville,FL 32214 'i or documents,nor of any inconsistencies between the desigin(s)and documentsand fric applicable laws,codes,et aL However,should any portion ofthese engineering � * � ZONE'i-CORNER ZONE(S) It- _ 1- I parallel to the stucls)on the wall(,see Technical Bulletin TB-2C2 for additional inforriation). The discretion to enforce It,-aforementioned recommendation is at the sole S` 5 9-3 11 P",- PR ---- a documents be found to include an error or oripission,the cngiirecr�upon appropriate notification,will correct the docurrient(s)in a timety fashion wit-hout additional fee to � "IL (904)772-6100 �� discretion of the,local Building Official.Do NOT use she,athing that does no'conform to the aforementioned recommendation Unless you have FIRST verified the � �"__ the client-unfess the error or oritission,arose from flawed,incomplete or ambiguous data provided to the engincer,-which-,vill result in additional fees due to the engineer " ' FLCoA No._19oi5 .- I . . suitability of the nonconforming materials with the Building 0-Ifficial having jiLirisdiction Over the Project. Failure to do so may result In the,need to significantly cribance � for the additional services provided. The engineerwill riot be hable for any increase irt material and/or labor costs arising fro m tile revision,correction orupdatis to the V - engineering documents or addendum thereto. tile,Construction Of the,exterior walls, � — r� 5. These engpiecring documents may be used one-tirife-only,arid only at the specific site or location identified herein. The design(s)depictedhereirimay notbelisied to &Metal connectors Shall be Simpson brand hardware,as,speci led herein,and shall be installed in accordance with tht manudfacturer's specifications,Instructions artel r, _ directions, Altennates to the,specified SUDITion connectors may be Used,provided that the afternate connectors meet orexoc,,ed the specifications ofthe cortnector(s) �, V) exectue(a),subsequent structure(,$)or elements thereof,nor shall the design(s)be executed at a location other dian the one Site or location specified hercifi. -_- �,,:,L�"L'�,�31___,_ ,�_ � ,/7 ___­_­_17� -, specified and have appropriate product approval and installatio a instructions,arid directions, F_ � �_4 Q� � � fgc_� 6.Use of these documents for any purpose constitutes the understanding and acceptanct�of the terms and conditions outlined herein. 1 4--� U 0 FOUNDATIONS,CONCRETE&MAS01MRY " - -, I' i 4_� I I - - I __ 'l T 'Verilv structure orientation with architectural drawings and sue plan or survey before commencing construction. Do not cornmence construction ifa conflict ispresent. I .1 E__� I I ,� & Nay discrepancies bet-ween these engineering documents and the aric,hitectural.drawings,-site plan,survey and/or other data or information shall be reported to tl'le 1. The foundation design(s)depicted-within these engineering ocurrients has been completed in.accordance witrt recognized standards,recornmended soil design I >.q f ?� uld discrepancies be discovered during parameters and accepted engmeenirtg design procedures and its biased Upon the best information available at the time of their preparation. The design(s)depicted herein = engineer before the commencement of coustriaction and no construction Shall proceed until the discrepancies are resolved. Sho _1,1�1�",­,"I i �" ' - - i s/are intended to ininirnize differential pacivement,resulting from the heaving of expansi ve soils and/or settlirIg of subsurface soils. it rifust be trecognized that the -11.�., I e � construction,Construction should cease until such time as the discrepancies have been resolved. ', �1 I 2_1 foundation com patients wi I experience movement throughout the useable ff-e of the Structure. Subsequent owners and/or occuparits ofthe structure shall be apprised of 1, I - I ` c1f) the soil conditions present and be advised to inaintain good practice in the future with respect to surface and stibstirface drainage,triainte-riance,the cortsintotioil of i 1�11 �, I ?L�-� 0 9, 'These engineering documents have been prepared consistent-with tht�architectur;a!drawings and details provided by others-that include dimensions,openirig locations - - - /1 ) � � I � - - on ,t locating or constructing of secondary elements peat the Structure that could iffect fifut,re � _ - partiti s above floor slabs,finish work on or above -lie floor slab and the i arid other s 'fie information-which has beep-replicated into these engineering documents. The engince �:) U a Peet r is not responsible for the accuracy of the replicated information �11 I - . Performance. 1, .r,. I I , , I or for claj,ins arising from the use thereof. r�---7 �, ,I � I - L_ :", ,, '. . I (D V-1 . I � . I O�Unless specifically depicted within these engineering documents, th,e engincer has riot been made aware of nor aceaurited for other components,clernep 2. 'The foundation desigit(s)depicted witlim these crigirreering documents has/liave been prepared based on a relatively iflat,well drained building site fe I i-9 ` �, 111� I r "i prin � " - an ". 11 1 �.d - - ." �_ " �4_� its or Systems ,� � - exclusi-vely ition-expansive soil with fill allowable soil bearing capacity of not less than.2,0004/sf and a design lateral load(at-rest pressure)Of 60#/sf per toot ofIlepin . - ,- :,-i,� , -, that maybe intendled by others and couldaffect the performance arid/or serviecabili oftl-iestrLietttrc�,,d�-picte.dtie-.reiii. '11117 � ,_,,, I V� r) . fy witha level back slope. Should site,conditionsbe adverse to-or-other-wise inconsistent with the afork-riietitioiiedparaiD-eters,construction shall cease irnmediately and =7 ___ _i,�,� I "', tile engineershall be propriptly notified of the conditions and no further construction shall occur Until the crigincer has provided additional direction. I I Ili ' _ I �_� I 1. These engincernig documents sliould never be scaled, Wall framing should be based on the stud table(s),specifications and/or the relevant Dates providcd herein. Wall �_� I framing shall riot 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 741 - I—, � I _ 3.Backfill should not be placed adjacent to the foundation wal s Until the wails have cured adequately to provide sufficient strength arid have been anchored to the floor <_ \ I _!�, pi--� drawings, ,�\ ,,;�, _e� - - P � - system above or other,,idsc pro orly braced or shored to proven�damage to the wall, ,_X, 12, These enaincering documents include,specific information of a Structural liature-i.ic. the size, grade,species,quantity,strength,do. afheaderi,beams,columns,posts, - 7>, �> �e, U ):-5- k I I _' _ I, 4.Referto the Gcotechnical Engineer's report for all soil and/orsite Preparation requirements ne,cessary to achieve the required miniratim 2,0004/,;fsoil bearing capacity. �k r— �_� I studs,joists,rafters,sheathing,footings repi-forcin ,ccinnectors,fasteners,(-to. This inormation supersedes information ofa similar nature that may be Shown on the /, " 9 In the absence of a geotcohnical engineer's report,the site and soil sliall be-prepared to the satisfaction of thk-',Builching Of ciall. ;:�) 4� 4,Ii Iassociated arc-bitectural drawings. Additionally,the size,grade,species, quantity,Strength,etc. of the structural elements specified liereirl may be exceeded or crih anced, t:` _ I - � �__12i I within reason, at the discretion of the user williout additional reviewor analysis by,the engineer,up-less specifically prohibited by the engineer. i FLOOR PLAINNHM 4 I t:` 5. All foundation pads depicted witlyinthese engineering doicuments shall Ice formed to the dintclisions as indicated and substantially centered beneaththe associated 1_Z_ (_-'� ,_�, U 9 I or wall,Unless indicated othenvise� I _" P" con.111111 p 13. Th s include multiple pages,with cross-references. All pages of the engineering documents Should be reviewed and Understood bafore using 61� 44 ese engineering document 1� F-1 ZOTTE Ill"-INTERIOR ZOT(jWS) I Ilife doeurrielits for any purpose. if(a)page(s)of the efigincer-ing docurnents ishare r-n-issing, illegible or otheilwise unusable,oi complete arid legible documerittsbQf6re . I r"Illi p-, W It. ` -toy) - - -e. Wb -1, ati p to - --valti 'I "EZ" DRVIENS101'4. __ L ri 6. The location ofsteps,jogs and top-of-wall and-lol -of-slal elevations,are critical to foundation pe-rformaric tile the oc, -0.of tl.se steps,jogsand ele lo. , ­ V-) V .,:7, r- "'I ,,� _'5'� _; _> t, , . ZON GE 7 1'r, - proceex ing with intended Use. - - ,fj�l __ s2l) U #-A - - changes Indicated or ottierwise knawit to the engineer have becri depicted within these eangineefirig doctiments,it is Understood that sonic of these items may change 1,I _T"I'll) _ '(S) � � , 11. - ** 59-3v? ** El, 61, 1 I14. It is the intent of the engincer that the structure depicted within these engineering documents be executed in conformance with,all requirements ofthe authofideshaving d.i.tring,,ictt�alcoiistructioi-.t. The clesign(s)depicted herein can only address the proper foundation configurat ion as specifically depicted bercip.and could require - .1 - I __­­___ ­­ - - - 14 C) CA 0 additional analysis and effort should field revisions Merit. � a jurisdiction over the construction and/or occupancy depicted herein. All contractors-including materials and/or labor contributors-are responsible fertile means and. I 17t WT 0. - - ltions,codes and I -methods of constructing the structure depicted herein and shall perform their respective flinctions in comformarnee vvith all,applicable laws,rules,regull, 7.Extrem-c care should be used throughout the construction prc cess to prevent the moverrient of retaining arid/or foundation walls Until the completion ofthe structural MAX. QN-CENTER STUD SP,kCING (in INCHES) �� r---i FL-It I standards. Under no cir-cumstance shall these engineering docurnents,nor any partion thereofI be used for arry purpose until a)they have been revievved,b)they have been 1� I system. It istlie,sole responsibility ofthe contractor(s)and l6borcontributors executing the design(s)depicted within these engineering docurneritsto adequately shoi �) I n approved,,and c)(an)appropriate perinit(s)has/have been issued to execute the desi'gp(��)depicted herein by the appropriate controlling authority(ies)or their designee( -to w, it process to maintain the integrity of the design(s). 0 EIND-ZONVINTERIOR ZONE- --- I F)Lr UlCripatC,all COnStrUCtioni ansing from the desippa(s)depicted within these engineering documents shall be inspected as required by the authority(ies)resp IS). IT alls throughout the constructio —_ . lr_� 1..�, . - .9iisible for the - � VVENTMD 13 FLEXIBLE FINISHES CJ_110TSTK1�_C_0) ass each required inspecti-oii before the construciia-a progresses further. I-To Certificate of Occupancy(or sirifflar statement of �4 I issuance Of,Any permit(s)and shall pc - .- - I 8. The building site shall be cleared of all top soil and organic matter beneath the planned structure location, as well as for an additional five feet or more beyond tlie I I'vin.RcHt. <Z,U' - � ____ - . - -4- 4 Clore, t I � d " r af P111-POSe,Until SIAC-11 I ' ?_N4 2�,i6 2xg - ('cimpletion)shall be issued for the stracture depicted within these erigi peering documents,nor shall the Structure be occupied or otberwise Use ,to ly . " I 1\ �FINISH FEEK. .— 2xlO r-4, �l,4 � ructure is ,sound and if-compliance with all perimeter therecif. Unless othervvise ividicAted,all footinus a-rid flat concrete shall bear Upon non-organic, Undisturbed soils compacted to a density cit'not lessthan 95% PLATE 1 F IGI 1' . __ �� �e , I, time as the authority(ics)having jinrisdiction over the construction and/or occupancy of said structure have confirmed the st - Safe I " JE TI I"2 SPF` 92 SYP 93 SPF 92 SIPF 92 SYP 92 #2 SYP of Modified Proctor Maximunt Dr 0 1 1_f�2,1_NAL�, *-4 y Density (ASTM D 1 557)for a depth ofrat less than two feet(2-4 inches)below the bottom of the fool ing or slab- Or,upon clean IL SYP aws,rules,codes,etc., and consistent with the drx,vings,details, tables,references and specifications depicted witlairi these engineering documents. - _ 1 r W - ________—__ I applicable I I GW-,GP-, Sw-� aifdjor SP-class fills Withaliv orv,anicinateri-a.sreproved. Fill, asrequired,shall be placed atop non-organic, undisturbed soils(with the compaction COMPONE,NT & CLAD-DING PRE4 SSURRS (in psf)-'Vsd or "ALLOWAM 1,� 724" 24"/24" 24"i 24'7724" 24`724i' 2411/2411 1< I ., - __ - 91 - - ___ - � q) P� thereof verified as previously referenced)and added inone foci(12 ini lifts and each lift shall be compacted to a density of not less than 95%of Modified Proctor 1 24"i 1 24"�24" 24"i 24"/24" 24l'/24" 24"i-24" 24"/24" 15,It is t4c sole responsibility of the coritractor(s)and labor contributors executing the design(s�)depiCted,within these ei-igineerivig documents to deiermiric the proper I, I . 7v7N_D13d/_C ROOFS(all values negative-i.e."UPLIFr') WALL S (inel.WindoTvs&_Doors) I - r�--% I , i -a Dr , e - eling report Spec - 12"/16" 12"16" , 24"/24" 24"/24" i/2 ,� �= _ - - Maximui _yDensiIy(ASTMD1557). T'nescT-Dip-irnv).USP(,-(,ific,ati-Olism�tybe, .,-,ce,cdedorsiipetsedecibyei-th(,rageote-f�hD-icale-Tlginc ific to lite P IT C11 >6/12 — .----— '10, 24" T' 24"i 24"1224" 1 �� crection proceduresand sequences required to insure the safety of those providing the labor and niaterialsfiecossary to execute the designs, as well as insure the soundness - E N1D ZONES INTFRTOR.ZONES — _____.__ — r-w-1 0 building site or at the directiop of the Building Official,as deeined necessary to achieve the minimum required(2,000#/sf)soil bearing capaci�y,but in-no case shall the Ma RE Fit 15' ZONE'"Y' ZONE`2" ZONE"ill OVERHANG OVERHANG — -_ ____ ------!I, 10'712" 10'712" 1 24"i 2417294" 24"/24" 24'1/24" _24"/24", i H of title Structure and its subi-elerrients and/or components throughout the construction process. Ftirlifferipare,it is the sole responsibility of the-contractar(s)and labor . - ]L,__,z1 - TEP I E I I 7 - - - mf,i� LA L.,.L4�F,t CORN ,S ENDIIEDGE INT IMOR CORNER INTER OR POSITIVE -NEGAIIVE POSITIVE 12' V/8" __F/7l-_2` 2 l',12,' 1 24"i 24'724" 24"/24" 24"/24" 1 r-7 contri utors to provide appropriate and adequate temporary bracing necessary to maintain a safo�Plumb and level,structure during the,construc-tion.process,until-qtic-h time site be prepared to a lesser degree thalf that llvLdch its outli dlif xein. ------- --------- - ____ b �,10 -115, J 5.85 2.10 -37-46 -37.64 -29.60 , ,_ 22.10 -23.98- 22.10 14! _-K-P. N.P. 12"/16" 1 24'724" 24'724" 2,1,1/2411 2411/2411 1 -4 cf) W � ___ �___:I_____:�? ______ as all of the structural elements and components depicted within these documents are properly installed,Inspected arid approved. Bracing sliov�,n thmughout those . -3634 1 -36.34 -9-7.72 21.17 -2104 21.17 __ - I— . 0n . � 9. A-11 concrete slabs on grade shall be no less than the thickness indicated on the dral,vings(no less than 4"norninal thickness in any instance)and be placed atop -20 __ - -24.73 -24.73--- -20,98 __ — 16' NT .P. N.R 12'716" 16"I'16" 16724"- 24",124" "24;724" � ll.,IId -T -in 50 -23.23 ____18_51 —_N_P —N.P. 811/81, -_811/1211 1-2"/1-2-" 2-,I"/'?-4 I' 24"/2T' � 4', ?:� umeras is Pei ir, I 'I. 11 -24.91 19.67 -21.54 19�67 1 t 1 -3484 - enoincering doe - ent bracing and should not be confused with or silbstituted for he aforementioned temporary bracing. (minimum)6mil polyethylene (visqueen)barrier installed in amordance�vidthapplicable codes arid standards. Slabs shall be reiriforcedwith ei(hcr6xi6 WI.4xL4 23,23 .-—-19A9 -34.84 �,��,� - —— — a) ' WWM,lapped riot less than 8" at eft if co ff I TIU __�>lcio -22J0 - 6 __J__-3332 11:13�3�12_ . I 8.7-11 1 -20.6 — IP 9111,81, V/8" ,,,/I ' 24"/24" 2 . r_--, 16. Yet-to-bio-installed building mater.tals-such as gypsum board("drywall"),and roof Shingles or tiles-placed on.the,floor(s,�or roof(s)of the structure depicted within ges/ends,i i Ficitmancewith ASTM A-185,orFiber-Mesh reinforcement shall be used with initill r-n2"fiberlengthatarateof! +-22.10 1 -18.3 1 -23 04 f 0 1 18.73 J — 193 N.P. I Nil. . 4"124" W lb.per cubic yard ofconcrete,com plying with ASTM C-1 116. 1 I----- ____S_ ____ L —_� I P. , -_�7_ 811/841 1 2(; N.P. 0"/8" 8"i 1611/24" 24'724" 1 these engineering documents shall be evenly distributed over on expansive area so that the weight of the utimstalled materials does not exceed the allowable live loads ofthe - :1__NT--I, -,----_ �� U - W floor or rocif;Unless indicated otherwise within these document,&40#1sf for floors and 2041/sf for roofs. 1 213 N.P. I N.P. 676" 67311 317811 16",116" 1 241"/224" 1 W - I 10.NliniTtrunt compressive strength of all concrete used for fictuidations,slabs,etc. shall be 2,500psi at 28 days. L_K�5 - __ _____��/ I " " _�__t�N�P NR 1,5�7 6-/6" 9" 6/16 1 24"/24" 1 � _ ___ .et� � 17.All materials specified within these engineering documents shall be installed properly,In a workman4ike manner arid in accordance with the,directions,and instructions I I 0 P-� . I 1. Where indicated,cores or cells of block masonry(CIVIU)4 all be filled with coarse grout or pea gravel concrete w ith a minimum cortipressive strength of not less �', pro-vided by the,inarrufacittrer,or as otherwise,indicated by the code or associated product approvall document. than 3�000psi at 28 days. I 61\ U), rA --engineering documents have been prepared Using the version of the Florida Building Code and/or Florida Building Code-Residential(along with the associated ith NIanual. Mininnum concrete cover for all reir-wforciff'o,shall be Lis follows: MXX. QN-CENTER STUD ST�A,CINTG finUNCHES) �� r-1 P elll� I I 8. These 12.Reii-iforccr-qe,iitshal'ibc,,(Ietaile-di_naccor(,Ia,-icewi AC1315,Detailingi I _; �T�J tandards and design methodologies referenced therein)applicable at the time of the preparation of the-documents. As the applicable code,standards and methodologies are I'll _ s IND-ZONE/iNTERJORZONE, = r,A _V a)Concrete,cast against carth: _7 I � routinely Updated arid/or supplemented,the engineering may become outdated and invalid for Use,iff the docurrierns are not submitted to the local pent i I'ing and ':' -- I�� - - ,�> I I Tin - ather: I i/�ii - I ,d) T-l'i ,101 , � � -or construction) i tan U,tion be delayed beyond the applicable effective b)Formed concrete exposed to earth or we, - WITNT) 00/c I ITTLE FINISHES TUCCO, , I j, P�l 0 , ye and subseque cr. Should perm ,/or actual corisu lo ­- �, , _ntly used f in a pror-ript if it, --iffin -d , efiticircem ent af,_Ilcy(, - g tin ' id Olitterior slabs,wails,etc.: 3/4" Mn-RE Ht <3Y — - -— � —-_ I W, �,�,_ U date of the edition of the code,,standards and/or dei,pa methodologies referenced hereall, the eilgiveering documents shall becorne mill and vo' and s1hall be returned to The FPIISIJ BRI'L 2AA 2x6 2X8 2,00 r-, ,�� Ji . I I epolneer W110 may subsequently be contracted to update or re-engineer the structure(as deemed applicable)to the cutarent edition of the appropriate code,standards and/ar ___ , ; , I, 0 . - I- I I __ - 13.All reinforcententshall be conform to ASTM A-615 and be grade 40(G40)unless indicated on the plans andil details as grade 60(660). All longitudinal PLATE 1JER311T fi2 SI;,T#2S'VP #3SPF ,12871; 92SYP ,142SY-P #2Sr2 " p1diiadc-)IOGIes. In nocase shall these documents be used for permitting or construction more than one,(1)year after their date oforiginal issue. - _(ILOMINAD ——__———— r__H �� - i 0 (horizontal)reinforcing in walls and footings shall be continuals at/around corners and intersections. and/or matcl-ting comer bars shall be used. All longitudinal 81 - � �_l num o 40 bard' e 91 IF16" 16'7224" 24"r24" 24"i 24'724" 24"i 24'724" (horizontal)reinforcing shall be lap ed ai splices a min��mrulp_O iamiel, rs(20"minimum lap for#4 and Smaller reinforcing)and all vertical reinforcing shall be __ --- V-) r-1 "e ` /24" 24'724" 24'724" 24"i24" 24"/24" �, - 19.Engineering documents such as those depict a design that is both impractical arid economically umeasible to fully test or Prototype prior to execution. As such,extrenre -P L_FGEJVD :::- 12"i 121'46" 24' � e - - --- —-�—C,/,?,,--7 , I lapped at splices a minimum of 25". 10' _ 1 '124" 2411/1, 31 " n applied throLI01hout their preparation in an effort to minintize the potential for errors,emissions and/or conflicts. — _ _0"i 24"i'24" 24' 4 24'1/24" 24"/24" 4, Ili care arid cocle-required factors Of safety have bee 0 __3T-K ___F/8_�, _811/811 20",124" 24'724" 1 24"i 24",24' 241724" 1 1 0� However,the very nature of the process provides op orturnilies for errors and conflicts to arise dul"Ifig the execultion of the design(s). Because ofthe inherentinability ofthe . (22)2xI 0-2/- -HEADER/BEAM CALL-OUT ---LV— - � ,(n 1p Up ities do exist for the design to require additional effort 14.ALL concrete operations-includirw,but riot I imited to mix desii-Sri,inixiing,transporting,reinforcing dctai InIg and plac-ing,placing,cur�ng and testing-shall be clone N.R NR 13"/20" 1 I r:� �:) I engineer to foresee every potential confliet,ambiguity, -icy or oversight during the"paper"phase,opi _ 100 14i 100 14� - 192, — 22"126" 1 24'I/24" 24"i 1 24"i 4 , - ,inaccuri, -ligmeerili in accondance with the requirements and application of ACT 301 "Specifications for Structural Concrete." — N.P. - _�N,R ' 12"I'16" 24"/24" 24"/24'e 11, I r----4 �� �_,, anCe consti-tiction has commenced. TIds,combined with the relatively low-fee(relative to the cost of the structure)associated with providing the c _g services as � NUMBER OF IONCT-STUDS EACIA SIDE OFOPENING - 14� 1 12"/12' - I -1-7, _P 8II/W. , U depicted herein,causcs the engincer to be unable to accept"back-charges"for errors or omissions contained within the clesign(s)depictedhereirL 1-5.All masonry work shall be ip accordance with ACT 530/AS :,' 5/TMS 402 Masonry Building Code. NU11BER OF JACK-STUDS EACH SIDE OF OPENING , ___ 16, 1'T.P. m 6-73" 8'712" 116724"- 24"/24" 1 T__-1 U 7 -_ _'K l2l',`16" I" 24",`24" �D - SIZE OFHEADERMATETRIAL(#2 SYPU.N.O.) __'.. 18.51 N.P. I 101?_� —T. ­NTI,_-—6-/6 1�_— � 20� These engineering documents,and the designs and ideas ext--iressed herein are an instratment of service arid remain the physical and intellectual property ofthe engi-Tieer. --NLTI%4_P Up,OF PLIES IN HEADER 19.51 N.P. - .. . a <� 61\ 0 V - 16. Concrete masonry urriAsshall be ASTM C90-75,Hollow Load-Bearing Concrete Masonry Udits,Type 1,Grade N14,normal weight,with a minimum co M-pressive __ __- KPI. N.P. 5;'/6i' 12'1/12" 24"/24" For cause,Upon.notice,the-clocumenits shall be returned to the engineer in their entairely. Reproductions of the docurrients,the design(s),ideas and/orelionients contained 203 N.P I N..l- "N.P. 'N.P. N.P. 8"/12" 16"/24" 1 Cr� rw" � strength of 2,000ps-I(I'm= 1,500psi). ALL EXTERIOR LILADERS[(I-IT2 811/9'. I W �_4 �_" �Y,W N 8 — 16"i herein tire prohibited without the expressed written consent-of the engineer. =-1/2 U LL SNOTED01TIERWISE __213 N.R* I .P. N., I .P. N.P. - I C) �� - 22.5' __�l Ll� I Nip' N.P. _,_NI!, J NP,_J V/8" 16"/16" 1 = ,_,� 2 1. These criginteering documents have been prepared forthe specific " or location identified herein,as relayed to the engineer by the client. The enuilleer has used 17.Mortar shall conform to ASTA/l C270 and be Type S. ALL INTERIOR HEADERS ,2)=2-,6..1/1 UNLESS NOTEDO, TlfERWISE ___:,__ i , 4.1 V) _ site 0 E-Y-TERIOR STUDS SPACED AT GREATER THAN 16"o/c. SHALL resources reasonably available to hirn,based upon the,inforniation relayed by the client,to determine the appropriate wind speed and exposure fortlic specific site or 18. Grout, whep specified,shall conform to ASTM C-476,witt a inifunium compressive-strength of 31,000psi at 28 day s and mixed to provide a sluirip ofbetvveeri 8" BE SHE AT14ED WITH M11\11MUM L9-" Q5" NOMINAL)Sf JEATHING 1--__ ---__--J - ind - I i - location of the construction depicted herein, Those resources reasonably available may include local govertiment GIS maps and/or satellite imagery,w Speed maps 32 I and I 1". VWTH VERTICAL APPLICATIONS&STUCCO Fll,,TISIIL [ _Re�.TGIV JVE_8 published by tthe local controlling authority andc/ar the stab��DCA,and/or other coninmorily available maps and,/or satellite 1111agery. The Building Official shall vei,fi the ,'S. ]- — - I -sure and other desion criteria shovvit herein to be correct an.IT code-comphant prior to approving these documents and authorizina construction from them. I DR-A FT wind speed,expa, In - C' 19.Pre-cast andlor pre-stressed lintels,manufactured by Castic-rete,shall be provided over all openings in CTV1_TJ walls-,Unless specified differently oii the drawings. - '! _,__ _IfEB ­ - __ The engineer sliall riot be liable forany claims arising froni inaccurate wind speed and/or exposure desigmations based upon tire site.or location information provided to him - appi ig and/or Unagery resour sp _ Lintels shall be of adequate size,,strepgtb and,reinforcernerit foL-the given span act ig conditions. "RSY)"IN PLACE OF A QUANTITY OF KING-STUDS IN A 14EADER OR BEAM CA_1L-OUT IN- DICATESTM MAXIMMT-I ON-CENTER STUD SPACING IS 16" WHEN USIII�TG -11, I I 1. - I by the client(or otbers),or for the accuracy of those in _ ri . ,;f.si,ts,-,db-yMmtoai�t-ir4de,sign�-itingwiD.d eedancl/ore;xposure. -arid To, lin THICK WALL SHEATHING. 16 ; I— I 8� D EAW 20. Provide horizzontal joiTA reinforcing in CMU walls at 16"oh.vertically cor)-forriting to ASTM A82 and ASTM A167 Type'304. SPECIFIED HEAiDER OR BEAM 13 RAISED ABOVE'LUE,>LINE .. I SCALE .M.T.S. I SPECIFICATIONS: ,(-�x 1 ND I C Xf E S D IF E CT 10 NT AL ORIEN T AT 1 0 N OF SSPE C IFIED FR A N 1 1 N G NIENIB F R STUDS WITH MAXIMUM ON-CENTER SPACINGS OF 6" OR 8' � I T-VLAY BE DOUBLED AN]-)SPACED AT 12" OR 16" ON-CENTTER, ,,, D-A TE 5.12.2015 -- STEFTL �� RESPECTIVELY. DOUBLED STUDSSHALLBEFASTENEED I f ;_1.,__ ------ 940,8 JV0. 15-087 WOOD FRIUVLE WALLS TOGETHER PER THE MULTI-PLY POST CONTNECTIOTNTJ�BLE. 4 I 1. Steel elerrients shall be detailed,fabricatedand erected in aceordance with AISC "SpecificatioD for die Des-ign,Pabricatiolf andErectlioll of Structural Steel I Ir-�------ �,_J - I fit4 Buildings," 9th edition. " 0.'FT. IVA n 71P , I 1. Unless otherwi so specifically indicated with in these documents.vertical wall framing(studs)may only be inteirripted(i.e.broken,pieced or"platform-framed")whe FRAMING COJ,h�JECTOR SCHEDULE FWIli-MING-TO-FOUNDATION/MASONkY CONNECTOR SCHEDULE I I., � � .5 - ' - . I-, , .I����I___­I,," , - , I ifyasan - d sho ild not be � — I ( . i 'Project Engineer: I 1 I'Llfly-braced by an ipterselet-ifig sheatlied floor system. Stairs,stair stringers arid some intermediate roofs do Dot qt al- . "Intersecting floor sTstem" an ir FIAS �17- 1 1 1, - - -(—, --- — --- _FEI�iD_� / TIONf-EXTIMONO FOUNDATIOZ__ F,xT1sTEm-wA_u .ii,ou;ITDATiovs raw w-A-iL TIE-BEAM/L . il; 2. Structural steel shall be ASTINA A36,except as noted below: I 11�'TIL STENMEES NAILS/SCR.EWSTO NARE ,I') INT LOCA I I -1 , F RA, I I I Used to support platform fraraing unless specifileally designed to do so and specified as such by the engineer. A-11 vertical wall framing(studs)shall be continuous and - -7 1 � i; I . a)Pipe AST[\lI A.53,Ty e E or S,grade B or STRAP orNIAILS MINGMEMBERS lCoNNECIF0111 72SIE 1013) I I I ,P ATR DIA. 3UN EMBED I_�!in_;,MBED MIN EDGE Affiv EMBED I MIN/MAX E-WI'MIN EMBED EDGE DIST . T,g 1� I uninterrupted between points of lateral support. _____ -___ i __ - ____ I I , b)Tube ASTM A500 72—5 —-17)731;ER END -(12)16d ABU-44�-66 5,3' 5:!1121 1-3-117Y, ��111 1-3/4"/6" N/A I, � abeth A. Woodward, PE _____ -------- --- I � -11 (4)8d PER END 5-10-- C.L.xv/MEN I 1 U5 I i 2. All top-and shoe-or sole--plate material sfiall be#2 SYP lumber vil m axpirum 19%moisture conterit. Shoe-or sole-plate material in contact with concrete ormascifiry (10)16d I EACH LTT20B&DTT2_ Ir'(1-7A) 4-1,14"w MIN - 14"Ili 2-1/2"SP 'G 12" 1�314"/6` IT' I 11, __ � I I - 3.All bolts,anchor bolts and threaded rods shall be ASTM A307 Unless indicated otherwise. 1_18 (5)10d.,�1-1/2"PEREIND 2-1 2"�PC`G I T IvY 4�'Icc 0 —- — 311 SPACkTG -Professional Engineer reSsure preservative treated. — ('-2)10,1 SINGLE MGT 5,3' 5,1121 15-L/211 T' I'll, 1-3/411/611 127' C.L 'r- 10 I s4all be P, - I I � I EL i ", No� 619-47 i __ —___ , �, - MTSV) (14)P0dcT10dxI-II21'TOTAL I - I 1 41 DOUBLE INK3T 1(2)_Z�3- 15�11'_- 9-1/2" -il I"I A 1-1 .I , /I ______ 2x(22)10 i I I I, i IT' 3-1/2"/4` C.L. 21 , I I . Hex nuts alid couplers/couplings Lisfixt for bolt&anchor bolts and threaded rodsshall be low carbon steel and meet or exceed the capacity of the corresponding ASTM -_1TS20 (20)10d cr(24)1 Odx I-VT TOTAL — — --- < �.. A , al wall framing(studs)-including "jacks" ,arid "trin,imers" -through 2x6 shall be 92,#33 or Stud Grade SPF himber, as indicated On the plari(s)and/ortabi I __ 1� . 3.All vertic SINGLE HTT16/4 1 5,13- 571r-'- 7-Ill'T' 1 2' 1-3,1-4"/6" 12 I I -1 "/ I —_ (18)16d —�, ,2" 1 —_ C.L. I - -I, , V -framing(studs)larger thar.2x6 shall be 4 A307,A')6, SAE 10 1 8 and Grade 2 bolts. LICH 2 121i ; , 61)"' te,,�, � w/maximum19%rnoisture Content-exceptas-noted or Specified otherwise on life.framing plans and/or details. AllvertiCalwall , -9 -_3 (16)t6d Sh-,JKERSTOTRUSS� I I 9 ______ (I4)IO5dSI1,,[XFRSTO,&-PC)ST __ Ix(18)16d Da 1-/-1/111 14" 1 3-1/2"/4- — 12, __ C,L ___ I Ill-1 ! 150 ROOSEVELT BLVD, 1 SYP lumber w/maximunr 19"/o moisture,content unless otherw iso rioted or-specified on the framing plans and/or details. H16,-16S,-16-2 (2)10d x 1-1/2"TO TRUSS,(10)1'0�,POST '�x(18)16d TANDEM HTT 1614 1(1)S;3' 5_1r2" — N/A , - 5.Hex niats and couplers/couplings-used for high.-Atre.ngth bolts,anchor bolts and threaded rods-ASTM A449 or similar-shall be heavy hex ASTM A563 grade DI-1. _____ --- 16d Sipk� 1 5,3* - I 9-1r_­_r��-- 15" 1-3/4"/6" — 1_�"I" � a 1, .� . - AISTAD (10)Hid TOTAL (32) 1 SINGLE 11=26 5_112" 1�_I"211 1 121I 1 15" "g",,", N/A M�­,�,I I ,,- -jACKSONVILLE, FL 32244 I walls that MSTAN3 (14)10d TOTAL -------- 2x(32)16dSinker. DOUBLE HTT21/5 1(2)5,3' 5- 9-1 r-,- - SEE PLAN N/A — I�' . V,-:, I 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 Sam,--wall, except �i -11) 1%, - --- I ,I(211 I 1 51, 3-1/2"/4" ______] ffs�� �4 ­1:� (904)680-6279 4,, are specified as S'zT arid are also not designated as a shear-wall or portal frame wall may use SPF blocking. 'ir -_ 13-1/2" 13-1/2" C1. C 11 — - , CORROSION o'k DECAY RE SISTANCE: MST11_24 (13)10d TOTAL (20)Y,"-X 2-1,21,2)S I SINGLE HDU8 7,3' 1"I 13' 1 - - I i I 4 -'I- 1-1--_ I- __ __ ___ I -1- - - 11 1 2)7,3- '. 1/2i, 1 3" 13-1/2" 1 3 V2"/4" - T-IS--r3�__ ,142)16d'YOTAL 2x(20)y4­x2-10'SDS I DOUBLE HDU3 ( I 1 13- - T3T-/2- '41 5. Insome instances,these engineering docur-nerits may include a Specification for a colurim within a wall where the Size of the coluirm exceeds the thickness of the wall as __ — ___�__I C.L. 'I SHEEET �. MST48 (30)A­x2-I1'_1.SDS 11 97 15" 1-3/4" SEEPLAIII OVA " 0.1 specill i - _ of the following three options may be used to resolve the cortflicting thicknesses: a)The 1.AB structural members of wood or structural composite lumber either exposed to weather or in direct contact with the ground or soil-i.e.declaalcony —�16)161,TOTAL ______ I SINGLE HDU 1 1 — I C P I i A ____'_1_\1/__k ____ aMm� � red either in the stud table(s)at-relevant notes. in such instances,any NIST60 (56)10TOTAL 2x(M)Y4­x 2-1,2"SDS DOUBLE HDU H (2)1- _i�_ 15- 4" SEE PLAN I I boards/lutriber. Ac� -shall be pressure preservati-VO treated to a level rated far the specific application. Borate-based treated woodshall notbe used as/for — I I "I I .joists,posts,e _____ _________ I I . —, (36)�i"i ___F____I SEE PLAN N/A I- r, __ __ I I 'I 1 t that of the column so as to c, I N/A MU- I thiolimeSs of the adjacent wall fiandug irty be increased so as to conceal the thickness of the column withip the wall-,b)The.adjacent wall-may be furred-outto a thickness - _ESi6___(30)8d.r(26)iodTOTAL SINGLE HDU 1 4 1. 1 9. I 51, ' structural members exposed to weather or in direct contactwith the ground Unless specifically rated by the manufacturcritreater and approved as adequateforthe 2 riesses and the � — i P Simi ar a onceal the thickness of the colurrin within the wall;or,c)TIre coluffirt arid adjacent wall-may remain different thick SPH4_6_8 (12)10d X I-IIS" 2x(36)Y,­xZY2'SDS DOUBLE HDU14 (2)11 15, 15" 4" 1 sEE PLAN I - I column "wrapped"witIr a finish material(i.e. gypsum,etc.)and left semi-exposed into an interior space within the structure. Additionally,iftione ofthe three application. __ I — I — ____T_CL----I P� I I I 1011s are -ted and requested to provide additional anal, ___ ___ 11 S 1,PL ::� I-IIS' 1 — (I 1(2)3V4- 7 Y SEE PLAN _ D-VT' , ___�P__ - HPAHD22 (213)Icd (16)10d H 2,HGMn (2)3�4- 7 _____T:_ __ 0 Iaforementioned opti ,considered to be practlic,Ai,the engineer may be contac - to deteimine if an engineered wood 1 2)3d�N 1-1/21,TOTAL (16)10d uGF4 _.__,_ E-1-12-, --- I I I C�L. --ell ysis 2.All interior wood,,rid wood­based members in contact W'th concrete or masonry shall be pressure preservative treated to resist decay. LT114 — __ _ _________-1 1. ____ -____ D_�"" ____j I I RA� I , ,ul"U I . ____ - � AN r-ASSE ,S/CONTODNENTS TUHREOF of I (JEWP)or structural steel column may be Used within the allotted wall cavity. A35 (12)13d,x 1-1/2"TOTAL "FRA-1,11HU--d*F-�,,-,NIL-IG-TO-!,-r-UND.;'�TION-COi SCHEDULE-NOTE S: GUARD ARAMS AIND SUB _',vfl3LT_ _ 9 4 3.All fasteners(nails,sore�tirs,bolts,etc.)less than V2" in dianileter and in contact with pressure preservative treated wood shall be eitherliat-dipped galvanized(MG)or IMETA20 (12)10d.x 1-11211 1 (POSTS,BALUSTE RS,ETC)SHAILL BE COMPR ISED OF EITHER.APROPRIETRAY I La____ .. __ -.----- I)USF S12MPSONAT ACRYLIC TIE TWO-PART EPDXY F(D-RAT,,�-�COf(DUI,TD.CO-4�,--CTI(DNSU.IN.O. SYSTEM 1,N,IITH,�WPROPRL,'kTE/,A,PPLI(-'ABLE FLORIDA PRODUCT APPROVA_T(S) I - I stainless steel(SS). _AJI metal fasteners&,connectors exposed to weather and/or in contact with corrosive materials shall be rated by the ip,iiitifaettirf--rforco-rD-patibility HE-FA20 (12)DIM N i-VT' 2)ALL DIINIENSIO-NIS(ROD DIAMETER.E.`,1B EDMENT.EDGE.ETC.)ARE T-I,1INTAIUM D15FANCES U.N.O. OR OTBER�VISE BM P I ' R,15,2 A -Ian -corrosive Up, de -of any materia -ated with a pressure preser I _D -1 fo ti Irecli re 3)"D(,�L�BLE-HOLD-DO%�(INSREQUIR-P.N!ININIIJ--,I 3-1-P.A-Cr,'GB',:TNVEE,NATRA�NCFORSU.,N.O. IN - IER TO TI 1-4-I _1- It �11 �11 1,11111,RN, T - ,, IP W FIELD FR-AMING -, , 81T,rSnWW=L1N1, JAMS a I I with the applicatiot vd/oi ateriall The e�xiriorusv I tne vative treatment comailp g an-TI I a shal air,the LGT2-NYiSONRY (I 6)16d SINKERS TO TRUSS, AC ET GDTL -1,V_ R -A ft-(-� , )110 , (7)1/4-x2-1/4"TTIEN SCREWSTOWi%LL 4)EDC,EDIST.�,.NIPEr,IN,fi7N,'�i(�-,qSTOBE-NIEASUR-PDFRC�,ITH--, EXTERIOIRF F OF THE FOUNDATION�CURB 011 PRODUCT APPROVAL REP(tW-'tM -jo&.P tjl, C?,IOJWA LTOTHE<OFTHEATRAINCH( _P&�`-Qx M I � DESIGNOCRITERIASHALLP'_ � ,'v '_��'Vft_',�F �ft uj-�,I �, __ - , ­ - ___ -L _)R �,fk R, :p -P ali, da � exclusive Use,of SS connectorsand fasteners. The Use Of any material treated Avitb the pressure preservative treatinerit ACZA shall require the-exclusive-use ofSS W -M 'I . - 1 (7)10d o�10dx 1-1/2"TOTRUSS, � 1. Limited elements or areas of the dcsilcrn(s)dtpicled within these engineering docaments may 11111lude the label orre-forence"field fraine' or similar. At a-lose confined MTS',IA16 (4)Viiiii- 5)!%III,'.EDGE DISTANCE DOES NOTAPPLYAT INTERIOR CURB Loc.kmm (,NLYIFTHFIII-.,4.v-,,IBFD.,AE,',"VIS TOCONTSTRUCTION. locations the engineer has deter pined that it r_,�unnecess'anf to establish a demonstrable design for tire specific application. These elements or applications may include connectors arid fasteners. .�2-1/4"TITENSCREW,STOI�',I.,',LL - MEASURED FR&MTEF LOWER SLAB ELEVATION I SEE FERIWITS FOR ADDITIONAL Dis,,li (8)10d o�1 Old�1-1/2"TO TRUSS, 6)ALL PAR r s/MATERIAL S TO BE I-ST AL LED IN ACCOiTH MANUFACTURE R!S PNSTRUCT IONS& st,airsairdforlandings,plantshelves,-,,,vidowsvialks,radiused floors and/or wails,decorative orvolurne ceiling treatments and similar,riont-typical construction andlor ____ (4)114-�2-111"ITMEN SCREWS TO WALL DaECTIONs I REQUIREME-iff'S AND CONO3TIONS I . C 4. Stainless steel (SS)and zinc-plated/galvam- zed(i.e.Z-NI.NX,HGID,etc.)connectors&fasteners shall Dot be corabined. Use only SS fastenersviith SS corinectors. 1116,-i6S,-16-21 (2)10d x 1-II12"TOTRUSSi 7)ALL NAILS SPECIFIED ARE"CCAIMON"SIZPS U.N.O. - 1 4;N4-, , I J_ - -4 , - � R - I � — , F- _= __ - -� — �1 [ A-Sr I q accessories. As such,the engineer has deferred to life contractor or other person or entity responsible for the execution ofthe construction depicted herein to create his or - �11 � Use only zinc-plated/galvanized fasteners with zinc-plated/gal ,anized conneotors. (6)I14­x2-I14"T1TEN SCREWSTOWALL__ 8)MINIMUM ROD SIZE/GRADE,EMBEDAIENTS.EDGE DISTAINCL SHOWN Oi SUPERSEDESMINMIUMS SHOWN I ' __ 1—W___ — (IIU114­_13`I-OSTOTRUM, ONITHISCHART ____ i, If ' "' "field lra�ii ign( and execution thereof Shall be ip conformance with all ap able laws, (2)1/2" - _NFID'sTOWALL 9)? N -S OF 4"011t MORE REQUIRE MINE,IU1A 6"WPILL FRAMING tr " O'�'1 cic n 0 e men s a c ,3ras'Pe"red 'is IS) _plic, POIR ,5"TITE REVIEWED ft' VATE;_L-� /-/S - _r- " '-s'g- f I- 'e- ' I I Or _PPfi at" ' ' __ , ____ , - 11INnIUM EDGE DISTANCE �,_ ,:�_ --------------------- _ , r 9 c te tic, a S, e o b- Yee-uted to thesatistlellon of � --lie,, o I__s,e rid,hall b 5�Regular itispection and maintenance of wood,wood-based and-metal products used in structural applications.aind/or used irl outdoor or other potentially corrosive (8)IGdTO FRAMING, 1,111MUNI 3'SPACING BETWEEN I,IETA-iii ANCHORS UN.0, --------------.-.- " t t__e_ � MSTAM3,5 —(4)114I'-�2-114"TITEN TO-,%,IAEONRY J I-1))M=R,�TFM I-IJ2"EDGE DISTANCE FORTITEN, SCREWS —,---------- cm-viromilents or applications is essential for continued,long-terin satisfactory performance. 12)fMINI-Tv�'!M 4"EDGE DISTANTCE FOR TITEN HU, ­_______ __,, _­1Ii_­1­­1I____-­ al, -_ , I'll II , ",_ , , , ____ �,,� - I .1, _ ___ -,_� _____ — ,__�_ _,,�,,� — — ------ " _ ,_ _ _ ,_ _ , � ___,�___�_l _,� _ __ �� , ___ __ _ " '_ _ "__ , I ,_ ._,_ ____!__ '. _ la__ __ � , __ , , _, , _ ,c " __ __I_ , -____ _ _ _ �_,______,_ __ _ ,_ — I - I I I - _111­ I...........I� "I"I I I-- ­­­�_'___--- R ,�... -1 ______.____1-__-__ - M-1 �__,_ Z, ___=_______ 1-1 � � �­_­____ _____ ____�_,_'_11111111111 ...... -� - a -XI --1-1 ­ &­_­1­1­___�­__ __ I - � � - �11_­­­ - ­­ �_�� ,�!- . �� . ,- &�, z ,'I r-,-, , �_�_-- , � -- 11---__ ______ - ____ _____ - — — F_ __ THIS' 1`0CUMANT, ALO-NU WITH `!_1_ , � ___.____ ���__ / /- __] .; __ - __ ___ V; V ­=6 --_6;7 __ ,w- I . OCIATED DOCUMMYPS, IS _]Z:�7_0" - / - __E�__F______ �A TTEXT10,"If�" I - AN INSTRUMEWT OF I I � ______ i 0 DETAIL W"I "OR __ I I E_1VG1.NEEY?'S .3,8RVIC.0 FOR 'THE ;1 _---(�� 7__ -_ - '" " ____ - : � - i I I EXCLUSIVE USE AT THE I __�ODS AT 1\,,TA_X.T4 . ,,b� -rL-,,- '�� R.�OD 1tRODSAT,:T',4:,AX_ T-_0L'./ --________��1_____ ODS AT MAX.T-8"o/e. --------------> I"T -D H : KET"ENGIR - I . __ RACI ,,� , * S-,��7f-SH—o��,-:)---.---�-------( _ _ __�, I .0JECT TITLL -PREIN ,IT�� E-:/E)4171ERLV�,_N�Mr, ',C� �� _ � I- A 1, I OSB,311/1 1 �q INIFORMATIOIV DERIVED FROxf I ! A1 R E A I�I I OR CH -A� DT'. 2"8D`S W/ i � ; z i ; I THIS DOCUMEB-1, ANDIOR '� I---- 0 1 1 ! __ __ .... ___ ___­__­�_­---�F___j_______rt ­___---; __ _', (1)5/8"DIA.THREADED ROD ASSEMBLY @ ! � AS OCIATED DOCUMENT3, MAY - i �,,, �I h f� I il___ __1__C� ,;�,� ----------- t 1, ! G �i H i .1 I � ; ` T BE USED ral? OTHI,IR r,--------,-- -1 ; " I'll T 3 11 J! 11 �j 1 il H ,---" 1, -', /, EACH END& '"DIA.STUBBIES Cd,24"O/C. I - /I "I, 2 i -__��_-___, -_ ­ I i I t- I-___ I �_ I -,I I ; . - - S 0-;? P,?0J.ECT(S) I I I � I , 11 I 1!11:1 1 i 11 P*7,, ; !� j ,'�1 1 I 1, I IT11OU7.- Tim-, zwmrmss . I I i 11 � � 1,tj if it if I 1 �� t 6 i__ - 1�3R , j"," ' 12�_____I I — ----I ] I____-'_`­V��, , - I j --- -I_--i �ATTENTIOiV`! � WRITTEW PERAVISSIOAr OF THE Qi � L " t_­ "', �I_' _ i 6 i 1�1, 1i �I 11 (1) . I 0) . (I PROf-ECT RAVLAWER IDEIRMCD I .I! � r- ID I i 0 I C� ,I ; - ' I i I I ; fl­Jo I , 11 A 1 -5 ,� I I I ,1 -� - k�jol! 6 REFERTO DETAIL B/S 1 FOR i I f 11��', . , 4 t - I I � I .� 0 1 0 q,111 I BELOW. ; _' I � ! "" , _: ; !I i i I I i ': 1 ;i, "BRACKET"ENCHNEERENG i a 3 -, I -1 %) I 1 7 i 11 � ! N � !i i��," � ­�­ "I" --- .. I mnomw­ .- -------------_xmmffw"m I t-_-- __________2_11_J'1[ t 1 ;­,I�� 1� �_______ _,____"! In ATTZ ARPORCTIFF-A-NMENT6. 6 I �1 _il ______________ ,____1 ___ RE It , 'T " 1 , . � �wrp ,­ 1 I i ; . , i � . . 1�,Ev D_E,3(_'_R1PT_T0_!V , III it I -, C1111112 (1)MSTA12 @i I I - � ! I I , it I I _­�.53 ; t ,J i I ;,�A � I :::: I i /__111 "111111',� , � ""'tt" i �_� ,)� I 4 - - I 11 ; I I ii -1H I i � 11 ___ I ___________.:� ___.� ­_ _________,_-1 � 6 1 1 . i t,11 , I 1> _:KTO i P '� __,_____.________ Z,----- K__ 57- � 71 � I'M i"! � ,:� EACH JA_(_ ; " F 1, ;t7 - 1_ '11 � �`jj fl ___-_ F_ 4 ,­ � =� HEADER VI/(1) i -d �_ - I____ � "I ,_ �J i ______ _____ -------.---- -_ - _ , I IVE,JR2.24-90 1.5 I , I z ; t 11 1 11 q _/ -_ .1 F--- -__1 2 � C111Y3 i "I", I i 1, I'Vr CJIT�11 ; _`111 ! , --.---__-- O? i " I � � _ � I! , fl� LTT20B(_d)STUD - _____ ____---1 i tZo ; , N '' I : _ ------- __- " , P r I i I !!,,t,'�' ; r_� � I " 1 __ ,,ST - 111 BASE TO A.T.R.. 1 r 11 r__ --SVINEM Nor ! I -----[- (1)M �f A f'Atu 1, ! __-------- P�, I-________1_____-____.__­--I---- I _____­�__ __ - , ___________ - - t . i i - --- _E110CH JAC_X_'I'O -A----J 1 0 --]I "�� I I I t I I,Z� �x _______------- - ; - 1, �I ; � , i f:s .I---,-- I " I—- ______fl__ --- I "I � I �� i I HEADERW` (1) �___ p t i;� ,� � -;!______ __ -, i i ____ -- - T_ 11�! I C) I � [ , , '' ,� 1 3 - , I _�� I I ,I "I I- I I 11 , I z 1! I ; H I ­", q � . . �t t? � "I � � IV, E_ � 4 I ; __11 ; � � .1 1. i - J I - � I �I ,- I 4 4 Z) .1 I I V- I — / i 1-1 ji ?� (:�) <Z) V, ,I- I /__1_1�1 _!� ___________,uJ:z0m �sTur)___ _�, tt : � ­ � - 1. .r ;: i W� � I I — — - I/ " � r If-- I ii I � I �� *mw 1mgm I I i I ­ - `� 4i . i I . i I I I ! , �. � . i I C-7 , '�� r ,� � - I I I ,t I �� -11 Qb 51 � - __________`BASE TO A.T.R_ ­­_­ ­ � � �I_l If �c It I " I---, - ­ 11 " 11 _)_W NO WWA 72 ! 2 , i --- ------ t __:._L' L if ;� �i;1 4 - _. , , I L I 00 cri `K_,,'_3T2 � 1:� 1 i I ______� ') � r 7 - I , i '�__-----! � I � .1 91 if, e �11 ---__-__---- I I. I i i 1 � � , __­ - - _ - --1__-____­-__--11 ,tit 1 �� !I - I! � 3 �! "I', 11 I _.01t, _tottl - ,�-,_ �_ ,t t �� I I Tb� 101) Y2 11 0_� w , - 1�`YT-�__, - `1__=y i 2 �t , "" .; I 4 J I" if , ,,,� 11 - ;! li , , , cs�l,1 '-`A_'n7_,'1--,r'_Tf0_T�P -e__ ____; "AT=i NTIQN� � i I i: ! 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M,!; 4plyl! �PF JAcks �I ____­,,,_____. � �f , , , I t, ' . / I f 11 I i � � I �� , z; I it il i 1, _______­� -7-i ---> IN 11 6 !",if 1--li i w/�I i MSTA�,2 ON EACH I I !� i � ,It ;� :i I i� 1 ---- -------- I ' i, 'r -__ -__ ,� i� I I 1 t i, j�� ii " I . 1� vi�/,(Ip,ISTALZ �;INEAQN `��11 H OPENENG I, EMBEDMENT INTO FOUNDATION Y�NID COUPLINGS I ",, / 1 i i � ., ! r it i J <_ I I I -(t;')_"T' TsOR��2)--\ tj, 1! ,I (221)-\ITS I 2's OR(�4) i. 1. - 10SEVELT BLVD, It -1 r lxl !I I A 0 1�, i I 1. ; - If � t; i 1 --f550 RO i! - I I 11 1 JACK O HE kDFRR_-,�m',,\1d! 1) I � ' �� I I , I I � I I ", -_ �"I, . XISTA24' Cc, �\ !� i ___�i� t I, ­ � I i J AS REQ`D. 3­xXxYt"ROUND HOLE WASH ER ATOP I'll �_ 1i t , I t i if J .I.-it.-_ AND�' ) � '�11�1 _-) t , , FL 32244 " I I I // I_A224's(-,T I 1i -11 I 11", � i MST'Al2 @1�ACH-TiO& H ! �,TRy, SS ", . q I RUSS � I � I P � - �t (1)SPG(-d- EA.#2 SPF!X6 � UPPER�IMOST TOP PL.ASSEMBLY. E�_____1 11 -_ L H POST � f 1�,,_ -��_4 4 i !I � ii i ',-2 SP I 2-0 ------- --"-,- I !� �1 F 2,X4 It Tl2,TO-3ply42SPF' I I it i 11 -1\111N.3PLY#2 1 r, TIL9-' 3P \ '� , I -� ii� i p ,,� 1, �i i If i , , - �� __" __ � 1105 , : !� B "' E TO P-EADE R R i H ! (904)680-6279 -,-,- I I ; I � I I! T; O HE I i .I I ! ! ! \1 1i �, !! 1!� I I , i! zi , i -, 12"DIANIETERFULL-LENGTH THREADED ROD ANCHOR I 11 , " D 't I 1 POST w'(1)HYBRID l� ii �li I i STUD TO SILL PL.AS 1� !! �, �, � I BASE� -, DEER if i I T ' �1 ,1 , I � I, � I 0 � I - � _4t��."�­_ 11 . ; / ii 1-1) il 1; h , � BEL . li, ; i � . . _ , I THREADED ROD i !; if f� I — '? H , , i� I I 1;! I I C) ________� S HEE T ,� �, I 1� SPF 2X6 SJ.UD,S ,I 1 - �/1',1F � 111� �_ , Pq wl 1)I-IYLJ i i if if � r_,�) � OW 1! / , SHOWN I t T� - - , I w/6"EMBEDMENT AND 2"EDGE AT FOUNDATION I_ ___ '-' THREADED R(1) if I I i, . \\ � - �1 / 1-111", 1i L! ; ii 0 -BEL . I � I 1�2111BLXJ , I ASSEMBLY f . I - 4 I - , � __ il 11 t� - __t-, i fl 11 Z5� \ \14 I �t TF FR(+FLNDER K"iTill e"11` 1 (3 !I I t �! if fl i ! ' f ­,�:- _ , I I " I if I h i� 4� 1 1 !I i f � 11 , __- i - __ - , �/ 1 >� AN1D3"N3"xI0ga.SLOT ,DWASHE i it d A I I I I 11 ASS , I - !�J .. 11 I I -) ( I __ "T I, . @ � - � , I /I i , � , It CJ04f I I I / �. < 11 , _. ____r1 .. . __ r I i __4 _ _* _­ � 11_��, 1 4 1 � I I I - i i - , I -MOST TOP P.L.ASSEMBLY. ------ I- -1 7__T__ 1 1i v ______ ­ ______ I , 11 . - - --- I I 1 t I ____ �� I �� , , I f I ­.- - I - - -----,-____­�- �­9 ,, '-, 11 -- tj fi ii__ -1__-_-----_77-I',--- I--'------ - I T�2 ,I - 3 � ______ - L T - -­_�______., ______�- —- , I� F—05 1- -_- 4/3 I d � , - j . I I. 1, - '�,,, I it I � , I T12 I 6TC-014T I , it ,/�, 11, i I t ------- t _� �_ ,,�_— --- ----,----�-----,�-��--------------------- ____-------------------- J ii t , , H I � i ,5 �i .i AT i I I T11 ----I--!__�,__ I I 1, _ ___ _2" i- i � - Q I H � j, 1 4 � � 2 - I . I R I ; "'DIA' FF, ------- ; 1 1, __ '.1 �! BACK. � � * odETER ANCHOR w/6"EMBEDMENT AND 2"EDGE : -___ - -------­ If I 1 1 ­__tt�__ �f, i ! i I- .. -1, -7- ______ i I I I I ___. ��_� �__________7��. -E-------_____ _ _ T1 4r- - I I - ___ �1. 7 AT FOUNDATION,w/ ' io'REDUCING COUPLING TO"' T 11- -- ______ _ � ---i -1- A 4 1, �� '� 2- -8 8 Ilk I TI 0G ----------- I 11 ­ i C. .1 __- � "' - ----------- --- -_ 1, '. I ___ -� 13 , - J_J 1, I ---[;/ �I - -,, I! I -1i "'TO"'DIAMETER HYBRID THREADED ROD ASSEXIBLY. -J!�- h !! _ H il_77 ------�,, 1i i 1; " �i if -I----- _m11____,______ - f� i il ! , (2)'T)IA.--6"L.S-DS FROM--/ I � 2 - __--"-_-I!A��__ - (5 ,______ --- 1111 -,-----------________ _.__ ----------------- ----- __ I ii ''___- __ i I 'N. I 't,, I ;i I __ ; I ,,�,�,I fl il ��RZ) ,,�6- -, r __7/__ L,,�P ---- 'I'," , -1 d WASHER)ATOP UPPER -1 - ­­ __________ - _______i-" - � I I . "I / I - - k�...... I 1. �� __ _=_____ ______ ,_ _____ I J R -, - I i! �1 �'� I DIAMETER FULL-ITEIGHT THREADED ROD NV/2"1_9"x i� : I ; ; I 1; I ) 8 I _�t------;::::,�-�_-��_V,_ i I� " " I--------- _____,____________---------------______________ -,-- �­ I - I H 11 I UINY1 , A 11\1 ­ ----------------'--- --------------- ! T13G ; kJNIT D 2 of 4 � 1, I ­ryr-yl -y- I , I I '� FACE VIF',V i, -1, . " WASHER ATOP UPPER-MOST TOP PL.ASSEMBLY. ! i i i i� , �, ., " - � I H ), - I / . 1, , , -1___ I—, , 11 H it I -1 � .-I, I 1 �.",t ;------. - ------ I- i I I ", i 1! 1�� � I— .­ ! �] I - "" ________ I : H � j -------_ 81 1 ­ '11 111, I -Le � T.R.ANT/� N I I ,--- . 0 "DIAME TEER THREADED ROD ASSFRABLY w/4" � �� I ­-J --C- /(I)1/2"DIA.A. �i �'�----I-�_1�i_l---I U -i �! N L NIT', I 1� 3 1*1X3 11 WS HR.��,:�NUT � : i I I ENIBEDMENTINTO FOUNDATION AND COUPLINGS AS I - � - — ___ ! I ­ _­ - , - , - ODS i�kT MAX,T-161WI,�­ �, - ' it d 1'1�__ - ---�*R6 " , " I (a),EA.SI OF ` 3; - IDITE 2"x29"x,"'WASHER ATOP UPPER�MOST TOP PL. I � I I ", � i i � �I COLUMN,AS I; REQ'D. 8 � 4' , -I -- I I � : -*il I� 1! ASSEMBLY. - __ I SHOWN. � i I i f -it ­ , I - I ii T, i F11 i -1, . I ' ' r "' 7 � I 4 I _ __ I � �'L , T) I � , , a— — - __I I I I I ____ - ,r' ', " - '' , I , 111", -T , I F:-- � I t"tmm* - I 11 J it I � !� I ��_' I 1! � � �*T i � I o ___ ____�� rf — , H ', &===�t 0 7 - ____� I I - 1 1 1 - I I ri 1 11__(�7�)__ 1 � mez 90"iffmom-1 �==_==l I I lz_,:��;*,/ A I I I I 4;i1 =1 t , ff-_ - � I it, I " b I - I P11-2-',I -J, I - ,3/, 'ST � I i , - I � I , I � I � i , I I i i id I ! H "'N 7",.-,r 6� 11� � I __ _2,q�T__r -, %, � I I , I "li _i , I , ,r�� , : �, , � � ; . i , - I P-11 � �, 't,f ;f " B 2nd FLOOR STRUCTORAL PLAIN ,", -__ ! /�,--, , ,� ��, � I , " �tr I ; I �, 'N i �1 r- - I J! I L_,_�25'�,A� 4�'tj -�13 I !� fn � - 1 41, Ott , .1 -4 f, (-;--\ " �� , i � --- T I - � � �J-T-,--,-, H �J �. -,_r, ,�-P IT I - 'I - , " - I .___ - - , i if ­ � I __- VE _,,!�� 1� - � til WINDOW L -1,ADER DETA - REAR PORCH FRAIIIATC DETA L _ il K77 N 1, ,i _ it (,�__!)� 3/16" = 1,4, b ! ---------_____------------__--_ �7=_,-_,==,�-� --.=____________ i oblaffe-Nommumm"Nommom ___�__�, ---,--,-.- __111_1�1f_ _____ ____ __ _­­­­ ­­ ,��­__ . ___ _1 wm_wmm --1 im ­­­­ ­ — _____,_____ mmmumm, 1 . SHFATH'ING THIMdESS & ATTACHMENT SCHEDULE It 7/16" THICK (MIN.) (24/16 0 1 SPAN INDEX) APA- OP HEADER, ADJACENT TO ENT, ALONG WITH ISSOCIATED DOCUMENTS, IS AN /A I TECO-RATE0 WALL SHEATHING OUT ON STRUCTURAL R 0 0 F S H`A T H 1 N G I / (1) ROW OF 8d NAILS 0- TOP > PF CALL SPH4-6-8 CONNECTORS kr i"T v E_ WALL SHE-ATHING" OWS OF I ii P'll j WIND PLAN. (supported 1@ 24"01CIG',K) (Supported @ 16'O/C MAX-) 10d NAILS 9 8' - 0 , I i I - (1) ROW OF I TOP >) AND AT BOTTOM OF >--TO-HEADER CO MAX. 32"o/..1! if SPEED& cll� . e, I I f if 8d RING SHANKNALING MIN.THICKNESS(SPAN INDEX) 8d COMMON NAJLING 10d NAILS 0-C., STAGGERED AT THE PROJE EXPOSURE MIN.THI(KNESS I NT PERIMETER/HORIZON INT END 41' D.C. As SHOWN, EA SHTN'G (IN TO HDR.). .140 (SPAN INDEX) it (1) ROW OF 'ADDITIONIAL >-TO-HEADER A GARAGE, DOCUM�_NT, AND//OR ASSOCIATED ZO,NE JEENDZONES APPLICATIONOUT STUCCO VVISTUCCO ZONE ZONE 10d NAILS (n) STAGGERED, PLY� si� - iz 1 1/4" OFF �T- 'CONNECTORS REQ�D w/TRUSS H 6" ac. I Gin 15/3221 UPLIFTS el,0001 FOR HIGHER DOCUMENTS, MAY NOT BE USED 7/16- STRUCTURAL <OF 2-x6. .131x3' TOE- OR END-NAILS (I G7 12" STAGGERED, (1) DIAG if G_7 12" UPLIFTS USE CONNECTIONS AS FOR OTHER WORK(S) OR I-RATED OSB MAY (2AT/I G) (24/1 G) (3211 G) WITHIN 3/4" 2 1 to SPECIFIED ON STRUCTURAL KIMG-STUD TO HEADER. BRACE OVER miNj. 0) BE USED 11-0, (supported(g)24'OIC MAX) OF CENTERLINE if TRUSSES APPLIED TO BACK SIDE OF I 2)119 HORS. USE (9) NAILS, it EXPOSURE 115<132 mph 7,1 1-1,';1' PLAN. TRUSS -10 >CLIPS TO IF THE INDICATED EMBEDDED I WEB. CONNECT TO EACH TRUSS WEB it 15/32�' G`11 1 Zi G_70i OF 2x4 BE ATTACHED 'TO SHEATHED 2x12 & ENC. WOOD HDRS. APPLIED TO F PROJECT(S) WITHOUT THE EXP.8,C,E,D I I EXPRESS WRITTEN PERMISSION OF N IHICKNESS(SPAN INDE),) 8d COMMON NAE�ING7 t RATBD. STRAP(S) ARE NOT PROPERLY RONT SIDE W/(2) NAILS. INSTALL DIAG. BRACES It RIZONTAL 'ERTAPP_vj/ GARAGE. REPLACED BY THE FOLLOWING: 1__�1_178RACE LI�ES & P,MAX. 20' THE PROJECT ENGINEEF VVI STUCCO ZONE 1W 11 (1) HTT22 INTERVALS BETWEEN ENDS. BELOW. APPLICATION LIT STUCCO ZONE (1) MSrA-SERIES STRAP 6 if it A-3lxS' TOE- OR END-NAILa-/ EACH. JACK HO END OEACH END OF C LATERAL 15132' 15/3211 19/32" -STUD TO 11 1. if - if GiY 1 Zi GIV01 HEADER. 2xlO HORS. USE ;I _\_\ (24/1 G) I CAST-IN-PLACE, THEY MAY BE USE (12) NAILS. OF WEB ONT i AMTI�IW'CORNER Ol� It 1 KING-STUD TO HEADER. (32/IG) (40/2 v 2x1O HORS, USE (9) NAILS, 187, STRAPS, 2x12 8, ENG� it if DESCRIP 1 1/2" 1 Jul- AILF it 1 1 1 5/8 If MIN. 'NALL SHEATHING & BLOCK ALL.PANEL EDGES 8d RING SHANK PER R803.2.3.1 OF`10 F3C-R: MIN. 0.113" 1412 & ENG, WOOD HORS. VLL WOOD HORS. USE 24' it I� it It dia- RING site, 0.012' OVER SPAN!< dic., 16-20 it NOMINAL SHANK if NAILING MAY BE OVERRIDDEN 4NnL, DDED STRAPS MUST if OF WALL SHEATHING. RiNGS PER INCH, FUIL ROUND HEAD, MIN. -9, LENCPH� USE (12) NAILS� �ij 1 BY REQUIRED SHEARWALL WOIOD�Tii. ANCHORING RODS_/ --___) H CON-11NU( *-TYPICAL CONNECT19tLS lf!D—STUD --7/16- THICK (MIN.) (24/16 SPti4-- BE INSTALLED w/ADDITIONAL if IF LATERAL BRACE MUST BE MADE OF PER SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES. FASTEN PC. OF i BRACE QUANTITY AND If it PIMLING (SEE F/STI). ROOF SHEATHING I PER DETAIL B/STI, AT INDEX) APA- OR IECO-RATED 44REBARPEP I SIMPSON INSTRUCTIONS. LOCAMIN DEFINED BY SEE P/ST1 FOR BOTTOM CHORD COLUMNS. JACK-TO-KING STUD SHEAT-IING-TO-POST W/MIN 8d's 0 12"' O/C OR GYPSUM-TO-PC MORE THAN ONE PIECE, DO SO BY it TABLE, '01/PLY CLIPS BRACING REQUIREMENTS. ASSEMBLIES. CORNFA—POFT E_T_C_ EACH END OF WALL WALL SHEATHING ty/S'/12'o/c -1 1 1! DUS LAT-RAL, OVERLAPPING AT LEAST 2 TRUSSES TRUSS ENGINEER. MIN 5d's S,4` O/C. IF MORE THAN 3 PLY'S ARE USED, CONNECT 2 (4) .131xS' TOE-NAILS 0 EA. TRUSS/ *SPECIFIED NAILING REQUIRED FOR -SEGMENT, WITHIN Z' OF Sd NAILENG, EXCEPT WHEN NO rED. - & MIN. 19/30 RAFTER -TO-TOP PL IN' ADDITION TO BLOCK ALL UNSUPPORTED PANEL USE -RJ VERSION OF OU _pLY 13 �L D, CONNECT TO EACH if QAXijjjf[q F i , T ENGINEERED TRUSSES OR VERY PLY IN ADDIIJON_jQ 2 ELYS�� 14 JACK-/KING-STUD 1 11 TRUSS MEMBER(40/20)WIN 1111LE CONNECTOR(S) SPECIFIED IN SCHEDULE ASSEMBLY& CORNER POST EDGES wl 2x BLOCKING. STHD14 AT CURB 'NALL 11 7,UNLESS -SAN) NAILS RWRNG OR ON PLAN. TYPICAL, ALL TUSS CONVENTIONAL (SOLID ASSEMBLY. ROD 0 CORNER (DTL 2/ST2) fFRAMING 0 (1) STHDI4/­RJ CONNECTOR 1,Ej NOTED OTHEPMSE. RAFTER BEARING POINTS. SEE PLAN, LAYOUT MAY BE INSTALLED TO LOCATIONS. EITHER -/KIN EITHER SIDE OF CORNER 11 -D DELEGATED fG-SUD ASSEMBLY- SSOCIATE if ENGINEERING FOR TYPE, SIZE \ k1JUIPLE PLY POST CONNEC-TIONS TO-FOUNDATION @ CORNER I MAY E37 USED AT ifION-CURa 'WALL (DTL tTRUSS—TO—PL. CONNECTORS —ASSEMBLL t -TO- 4 ORIENTATION OF MEMBERS. S I POST ASSEMBLY 1/ST2) LOCATIONS. NOT TO SCALE OUNDATION. (MAY BE USED ff4 WOOD-Tia RODS) (2) 2--( #2 SYP TOP PL. FASTEN PLIES f......�,- TOGETHER w/ (2) ROWS NAILS @ LENGTH OF CS16 STRAPPING w/MIN. (10) 10d L DOOR(S) SHALL BE I 12'o/c, STAGGERED, l MlIlL 24�' LAP CASTILLO INTO EACH PLY OF SILL& HEAD(ER), EXTEND ATTACHED TO fMIN. (12) .131x3" NAILS IN EA. LAP. )APPROPRIATE FRAMING HORIZONTALLY ACROSS STUD ASSEMBLY c SPH4-6-8 @ MAX 32'o/c @ PL.-TO-STUDS ME if MULTIPLE TRUSSES BLOCKING, CONTINUOUS TO CORNER, FILLING ALL r IMAY USE PA51 or -6B STRAPS LL.O. STHD's ACCORDANCE 'WITH FOR TRUSSES Ig 24" O/C MAX -- NOT REQ'D 1WHEN USING WOOD*T15 HOLES w/Ift (TYP 4 STRAPS 9 HEAD(EP) (2)2x( BLOCKING (Typ). MATCH SIZE AT SIENI-WALL.APPLICATIONS. ATTACH TO Group if ANCHORING RODS PER DETAIL B/S11 -4 STRAPS D OF ADJACENT FRAMING (STUDS). WOOD"tiTie APPLICAkE itFRAMING il (.22) 16d or (26) 10d MANUFACjURER'S T P Zx( #2 SP SHOE PL. wl(2) RO 'T PA,L INSTRUCTIONS L)j JURA NEQMa L OF P 12"o/c. STAGGERED. z Desi tgners OR TECO-RATED HEADER fRAGIE_ DOOR FRAMINQ 23 23/32- APA itPER STRUCTURAL PJAN SEE DETAIL C/STI FOR (VERTICAL) H TYPICAL GA NIN( DETAIL U.N.O� IURD -igmeers T&G DECKING(24"o/c S' -I-FLOOR) HEADER-TO-STUD STRAPPING t Ei 7 6"/6'o/c 10d NAILING & APPROVED 1 SPECIFICATIONS. NUT TO SCALE 2nd FLOOR WALL TION ADHESIVE ABOVE COn �TRUC MATCH SIZ�, GRADE 'WALL SHEATHING - 550 -TF SEE TYPICAL WALL 1, QUANTITY OF ALL 2nd ;AT EXTERIOR PECKS, LEDGER 1-3/4�' Wileth Pieces: tFASTEN FLOOR 11 jacksoxiville,FL 3122AA (A/STI) OR of 12d nails 0 12�' fSEC DECKING (PER A/ST1) TYPICAL INTERIOR BEARURG— FLR STUD COLUMNS iSHALL MATCH joisr DEPTH (MIN- - Minimum of(2) 1 H h i -6100 -V L _SV11B 12y?,) AND BE ATTACHED TO EACH 4 inimum of(3) rows of 12d nails @ 12" a/c for 14" & �i ADDITIONAL SPECS (904)772 T. LOAIL BLOCKING IN FLR SYS TO LATERAL BRACE W/ D_ _xr N N -_S STUD WALL SPEC§� NAIL THROUGH A.P.A. RATED SHEATH] G S"CEPT AS NOTED ON T 1 (4) 10d COMMO --'9015 LEV�L i16'o/c (MAX) VERT. FRAMING w/ N PlAti-b FL CoA INis. fURAL PLAW(S) -L AND w/ 1st FLR Xdiu, SDS-SCRr1f`P3 ' LONG IF Noffled cnnections require an additionul row of nails nail Size T-BRACE FASTEN 2x4 PLANK ORIENTED EFFECTIVE PL.HT.(F]DI ALLOWABLE STUD WED W/ .131;<3 r--, -ACHED FRAMINC� �4 DIRECTLY ATI spe,ifled bove (min. 0.128"X3"). DOUBLE INTERIOR PLATE, 12" D.C. itSTUD COLUMN U.N.O... INTO FRAMING W/Bd AT 3z' O,C. AT ALL [ED TO LATERAL BRACES 01 24�' EDGES AND INTO EACH PLY OF EACH I ssmaller than To —2,,4 sP 2x4 DIAGONAL /a, INTERMEDIATE FLOOR SYSTEM 3-1/2'; LONG IF ATTACHED !Lj Nail fto'ui BOTH SIDES of 3-ply membrs O/C T-SRACE O/C TOP AND BOTT ELSEWHERE. iTHROUGH SHTN'G. 3-1/2" Width Pieces NO 4- 1-314' Width Pieces'. i OR TRUSS ___j2 SPF SIMS Is ij 1 1 \ FASTEN TO FLO B GRADE AS NEED 'To BE DIAGONAL BRACE TO ONLY. SEE PLAN, LAYOUT, OR > o/c, APPLICABLE TO MULTI-STCRY BUII SAM SPECIES AND W h < P 71/(3) 10d O/C TOE-NAILS. BRACES TO ED ENGINE BRACED. SIZE OF MEMBER FOR OTHER UPLIFT HARDWARE AND QUA TY OF SCRE 'j; .1(2) /2T' bulls IP 24 ,tag., ad� NTI INS: lst FLR ASSOCIATED DELEG A I PING FOP 2x STUDS UDS To CONNECTIONS, SEE TYPICAL WALL. 12" TYPE, SIZE & ORIENTATION OF MEMBERS, fEXTEND INTO FLOOR LATERAL BRACE 17) SCREWS PER TABLE. f10d STUDS (OP 'lip SECTION AND TYPICAL HEADER 2-,10 LDGR: 122' AtS VE WIED BYj RU S fDESIGN ENGINEER IN. TEk (3 DETAILS. 2X12 LDCR: (A)_�LCPEVi(S LATERAL BRACE LOCATION COMMON NAILS tAT EACH END STRA�S BRACING SYS 1 (1) BAY. BEAMS) l C�16 BLOCKING INSTALLATION FRAMING DE IL. (28" + DEPTH OF FLR S) AT DOUBLE INTERIOR TO 1 O T MAX. 32'*o/c w/ 111) lOd/LNU, U fi i 2 SYP LEDGER FASTENED AND S SILI NAIL FIRS F (MAX) STUDS w/.131x3" GUNI NAILS @ EA (2)2x( HEAD 6"c,/— fMATCH BRACE LOCATION JRUSS-TO-LEDGER CENTERED ON FUR SYS., TYPICAL, INT. "ON TOP CHORD,ILL MINIMUM WALL STUD _S/PLATES/BLOCKINC CONNECTOR STU D-BY1701D TO STUD BEYOND L, TRUSS. GRADE, SPECIES PLATE TO SECOND -LATE W/(2) ROWS EXT. WALLS. NOT REQUIRED WHEN SIZE, PECIFIED ffUSING WOOD*Tle ANCHORING RODS PER SPACING 12d COMMONS AT Er OLC. BY TRUSS fENGINEER. INTERMEDIATE FLOOR TYPICAL, U.N.O. DETAIL B/ST1 SIDE PANEL HEIGHT TO I SYSTEM FASTEN EXT. WALL SHEAT-IING PT 2 #2 SYP SHOE PL.. 1 WIDTH REQUIREMENTS BONED 2`4 ULE (Rv PER TRUSS) iffDf17' 2' h t 6 0 MAX 32"o/c @ PC CILI Rv, -776� TO TOP PL., SHOE PL, & RIM or FASTE�E ETi tfCEILING LINE INTERMEDIATE SHEAR !R—t I SS�_L I�Q_,1 jR_A-SS)I q N Ell fII fir IfPL-TO-STUDS - NOT REQUIRED !!I >SHEARI ONNECTOR Rv#777-1241 _2xii ffl(B) NAILS Of EACH STUD Ij RIBBON w/ PRESCRIBE "EDGE NAILING" ic ED Qml E N OF MULTIPLE PLYS,(,.)F --TRUSS WEB REE UIRING BRACING, WHEN USING WOODTle ANCHORIN CHEOULE 01\1 A tSIZE/SPACING. F5 fitIRODS PER DETAIL B/ST1. LEDGER DETAIL S Q'I BEAMS U.N.O. tTEE!9 NOI. TO-ir-, STI NOT TO SCALE WITH 41' BRICK VENEER EX tFLOOR EDGE ST FINISH, ADD CORRUGATED GALV. ri "i fr BRICK TIES @ 24'o/C HORZ. ec f EL ED WALL (NOTE; 1/2'diu X 7" EMBEDMENT RIBBON ON FLOOR TRUSSES NOT SHOWN FOR CLARITY.) 16"o/c VERT. BRICK TIES NIUST (1) HTT22 1-0 ATR (TYP). ;I RCOF/FLOOR BE FASTENED THRU SHTN'G TO_/ CAST-IN-PLACE "J" BOLTS OR HEIGHT-LIMITED APPLICATION$ MAY USE, ROOF/FLOOR SHEATH41GS­ (2) #2 SPF -?x4 EA. CORNER SINGLE TRUSS I.L.O. EAtLR HTT22, I N WALL STUDS. 1/2"dia X 6" EMBEDMENT (1) PHD6 OR (2) I.L,O. 4Y4 POST. (3) #2 SPF 2x4�S EPDXIED ALL-THREAD RODS w/ FOOTING (SEE TYPICAL WALL SECTION) PHD2's. IF PHD2's ARE USED, MATCH @ CORNERS DIRECTLY BEN&TH fHTT16 ATR SPECS, IF OVER. Ist FLOOR MR—ACINIQ BEAM 6x6 IS REQ'D.WALL SHEATHING PER kNASHERS @ 24"o c� if - , , I- I - BEAM, STRAP TO BEAM w/ (3) CS16,S 2X4 #2 SPF LEDGER f1. ALL DIAGONAL AND CONTINUOUS LATERAI BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SP R BETTER, U.N.O. t (3ply END POSTS REQUIRED). .131 X 3- TO 2, SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOF SEE SILL PL. SHEAR CONNECTOR iT16 k 5/6�'Ox5­1/2" EBE fEPDXIED ALL TTIREAD 9 EACH M ONIOLI TH I C-STYLE FOUNDATION SCHEDULE ON S-SHEET(S) EACH INTERSECTING APPROPRIATE BRACING DIE ILS, THE 1st USER OF THESE DRAWING TO READ THIS NOTE MAY CALL BUILD'RS FIRSTSOURCE - FLORIDA DESIGN (3)fCENTER -TO CLAIM A $100 GIFT CERTIFICATE. fSHOWN. SEE SHEET ST2 FOR WHEN USING WOOD*Tie RODS. SWB SPECIAL SHEARWALL DETAIL TRUSS MEMBER NAILS ig EACH OR-ALTERNAJIVEE AS SHOWN ON TfRUCTURAL PLAN. F`_OUNDATION USE WHEN BOTTOM 3. BRACING LUMBER BHA!L INTERSECT TO WEBB OF THE BRACED TRUSS AT LOCATIONS INDICATED AS EEDING BRACING ON THE INDIVIDUAL TRUSS APPROVED NOT TO SCALE TRUSS OR 1! DETAILS PRODUCED BY-THE TRUSS ENGINEER. TYPES/STYLES. fLEDGER TO i 4� ALL FASTENERS SHOWN ARE .131x3' NAILS. ON OPPOC ;i 1-1 BEAM-STRAP 5. SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE I CONTINUOUS LATERAL BRACE REQUIREMENT. OF WALL. S. REFER TO SCSI 1-03 FOR ADDITIONAL PFRMANEMT TRUSS BRACING INFORMATI N. DIFFERENT HEIGHTS BLOCKING� PER N/ST1 UON ITF SIDES 11 if A TYPICAL ONE— TWO—STORY WALL DETAIL 7/16" A"P'A. OR TECO RATED 0 SHEATHING IN/6`/12"o/_-8d ttT11 —(4) TOENAILS PERMANENT ROOF &. j&OOR LATERAL BRACING NAILIG - 4 SIDES NS NOT TO SCAEi Il 2,-4#2 SPF BLOCKING u:t r�i - I i 0 ACH BLOCKING 24- O/C. REDUCE 5' NOT TO SCALE TO TOP PLATE OF FOR \__OPT� BEAM ABOVE PX SHEATHING/POST SPACENIG TO 16' c/o EXTERIOR WALL. IS2 AND 10 c/o FOR Ak, fLOW-CARBON STEEL NUT FOR )'�'O ATR-----, 90OF SYSTEM fWHEN THE HORIZONTAL DISTANCE FROM THE 2.4 &2__S_YP__0UT BOVE ROUD 'FENDER- WASHER ABOVE C L0 KC �L- PEAK OF GABLE TO THE EAVE OR SEAT OF -HE A TO WALL I STEEL WASHER. PER STRUCTURAL OVi-_RHACS_<16', @ 24'o/c W/ fEXTER 3"x3`x9/64!' SLOT E fTRUSS IS LE—S!j—TIAN.THE MINIMUM ON-CENTER CANE ROD TO BE POSITIONED SO THAT SCU IOR WALL EDETAILS. (1) H5 aEACH OUTLOOKER TO TOP 11 11 SW(TYPE) SPACING INDICATED FOR THE A CHORD OF CABLE TRUSS OR END ER CAN BE TOTALLY SUPPORTED BY ,-'TOP PL.. 1, /16- THICK (24116 SPAN INDEX) APA- OR OLUMN MAY BF7 SINGLE -X"-BRACE AT THE PEAK MAY BE USED TOP >. tfDETAIL TO BE FOLLOWED AT ALL LOCATIONS WHERE USE IN LIEU fTECD-RATED WALL SHEATHING ATTACHED TO AND THE OTHER (OFF-PEAK) `X'--SRACES MAY OVERHANGS 24', 16'0/c fEXTERIOR WALL RUNS BE-PJEEN TWO PARALI EL TRUSSES.RAMING MEMBERS BLOCKING PER _IE CONTR TABLE BELOW, tBE OMITTED AT Tr ACTOR'S DISCRETION.COLUNIN DETAIL BLOCK ALL UNSUPPORTED PAIJIEL EDGES W/Hill, 801ED RQUE NUT ABOVE WASHER TO 33 ) U 1 (2) HS 9EACH OUTLOOKER TO TOP fNOT TO SCALE "S BLOCKING DETAIL H FASTEN ALL ROOF SFK CAB OR END CURES). 2ply MIN. STUD END POST(PER I TOP > FTE E K) 2 US N_+T_T0_ SCALE 2t,:4 BLOCKING AT I ROOF Al_FH I 0- 81--E STRUCTURAL PLAN) 0 EACH END OFt� �1 1 ­ 111 1 TO ALL SUPPORT UPP SHEAR-WALL U.N.01. SEE DETAIL D-S-D A4'-0" OF GALE WALL� 2x #2 SYP BT1411 4-':o/. SHE 2x4 BLOCKING. -ATIll F�11 ALL ROOF SHEATING AIING PANEL ED N�NAILS 0 OR ATTACHMENT OF POST PLY'S. --------- UTLOOKERS 4�ATR MAXIMUM OUT-OF-PLUMB NAILS Vlo/c TO 1/2" WOOD71-Fle 0 E FLOOR LEVEL WHICHEVER IS LE it ------ ROD H LIVILOOKER IFLOOR I --ROD LLN.O. HEADER PER STRUC AX T ILERANCE: PER FOOT OR 2' C TOP CHORD or TOP > 'TURA[ DROPPED (-3-N') TOP CHORD BLOCKIN AT ALL ROOF 10-11'PLAN 0 PROVIDE FUI L— KING-STUD ASSEMBLY fR TRUSS LAYOUT SHEATHING PANEL EDGES WITHINI CONVENTIONAL OVERFRAMING CONSTRUCT[ S if A'2 SYP DEL OON NOTE 2x 'Lo' OR BRACING ON VERTICAL ON NONE PLATE. V fPER AT OPENINGS MAY SERVE 1 4'-0' OF GABI E 'WLL. AS END POSTS AT WEEIS AS SPEC'D BY TRUSS ENGINEER I 0 ST1 9k j#2 SYr- 31x3` TOE- AILS 9 S 2X6 12 SYP/SPF RAFTERS 24" 0/0 ATTACHED -10 RIDGE VALLEY NAILER wl (3) .131x3' TOENAILS. WOOD TIE Red TOP > NAILING INTO TOP PLATE WA ifcVALLEY NAILER USE ONE SIZE LARGER THAN RAFTERS AND ATTACH TO ALL INTERSECTING TRUSS TOP CHORDS wl .131x3" NAILS� SHEAR- LL ENDS EITM RAFTER, USE PER A/ST1. tMIN. 2x4 #2 SPF ID MAX, 2, >1 I OUTLOOKER-TO-TRUSS TO t -310" NAILS 0 6'./c FROM BRACING f-INSTALL DBL 2x (2)NISTA24 W/(9)1Od RAFTER CRIPPLES 2x4 92 SPF CRiPPLES @ 4' O/C (MAX HEIGHT 6'-3 7x SYP D MLY T?�-HAILS PER END. TO WIEB. ABSENT OF SPEC(S) CH AT EACH END ( TRUSS ENG.. REFER TO -EXT. IWALL BLOCKING IN DF EACH AX FIRST TWO STUD SLOPE TO MATCH ROOF PITCH. RIDGE CRIPPLES - 2x4 #2 SPF 2' O/C (MAX HEIGHT OF SHEAR-WALL, PER fBEAM TO POST. APPLICABLE tA/ST1 TABLE, TYP. ADJACENT 2x STUDS CONTINUOUS FROM FLOOR fTo li, BRACES INWARD MIN. 8' FROM GABLE WALL AND I *IF 2x4 T-BRACE Ill ATTACHED TO CRIPPLE dl .131xY NAILS 0 4" 0 (MAX HEIGHT W-2i'). ATE PCifSPACES..MATCH X" BRACING— LOCA1 STUD SCHED.' ON STRUCTURAL 'IF 1X4 T-SRACE IS ATTACHED TO CRIPPLE wl .131x3" NAILS D 4" O/C (MAX HEIGHT INTERMEDIATE SHEAR it I ASSOCIATED TABLE 2x4 j/2,SYP IUALI�Y EACH WAY AS SHOWN BELOW. EXTEND 'X` LOW-CARBON STEEL FRAMING. PER OVE -, 1 ! ii I.L,O, >,HEIGHT. DOUBLE AD/OR SYSTEM TO UNDERSIDE OF DBL TOP > FASTENERS, PER DETAIL EQ DRAWING, USING WEB LENGH/HEIGT COUPI LI STORY tI_ER w/MIN, -ONLY. TRIPLE BUILDING SIZE/GRADE/ SPECIES,FROM NAILS I'M EA SIDE OF BRACING. MIN. (3) NI Y MAINTAIN MAX a/c SPACM WHEN STRUCTURAL PLAN. A fl', t31 3" WOOD-Tie tfSTUD SCHEDULE x4POST NESS EXCEED SPACING SH� N ON TOF-NAI S TO EACH TRUSS TOP CHORD, 1-1 Z�TV 4 H ATTACH CRIPPLES TO RAFTER OR RIDGE (3) .1,31x3' NAILS AND TO TRUSS TOP CHORD OR BLOCKING (3) .131x3 TOENAILS. ROD- (OPTIONAL "X' BRACES PER E ENID- -COLUMNS TALLER THAN 10' OR fRTING ENGINEERED FE AS REQ'D) TE SHEA& FASTF-1,ERS. PER SILL > .I H MAX, 'X;' BRACE ACING: RbPRbIL:TOP CHOR GABLE ROO ,;I THOSE SUPPO LGCA_ 01 1/2' dlo� I --ENGINEERED ROO. Ir I \-2(2) MSTA30 WI(24) 10d 4/1z PITCH - -0"0 c TRUSS RIDGE - USE MIN. 2x8 #2 SYP/SPF RIDGE (RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMED RAFTERS), WOOD*TI,, RODS Y2`dia. SHEAR CONNETOR SCHEDULE Oil S-SHEET(S). WOOD*Tle RJ Hi WOOD PRODUCT: USE PT#2 if 1, \CONVENTIONAL RAFTERS/JOIST. A307-THREADED STEEL RODS I------- fNAILS NAILED TO PLATES 'A2 312 PITCH - -0"o c iffNAIL RIDGE ENDS 1-0 COMON TRUSS @ ONE END AND TRUSS TOP CHORD OR 13LOCKING (SEE ABOVE) AT OPPOSITE END vil (3) TOENAILS, tU.N_O� SYP 6�6 POST. (U.N.O. ON —7/16' THICK (MIN.) APA- 0 BRACE TOP CHORD OF TRUSSES BELOW OVERFRAMING ail PROPERLY ATTACHED APA 01 TECO RATED SHEATHING PER DETAIL A/ST1. AND BLOCKING ON INSIDE LOCATED AT 'I� M '0 R MOD* e AN OrM&R STRUCTURAL PLAN -Cr VlAi-L FACE OF LL� TE J ATt SHEATHING SEE TRUSS DETAIL "VALCONVIF1103" (IN TRUSS INSTALLA I PACKAGE) FOR VISUAL PRESENTATION, CORNERS, EACH SIDE OF ifMATCH NAIL SIZ ---------- EXTRA ROD RED. FOR S14EAR-VIALL HOLD DOWN IN E/SPACING OPENINGS LARGER THAN 3% ADDITION TO ANY RODS USED FOR UPLIFT. DESIGN,!fTD FOR 'NALL BELOW "IfiDEX" SHEATHING 1/4!' FROM IF- IATF AND 6'o/c (EXT. WALIS) r z GABLE BIOCK ALL PANEL EDGES. 2x4 #2 SYP LATERAL BRACING BOTTOM OF SHOE PLATE FOR SILL PLATE VoIc (INT. WALLS) tF GE NAILING "TO SLAB CONNECTION WITH (3) .131x3' NAILS INTO EACH MATCH EDGE NAILING MATCH I) POST TTER ftPATTERN FOR N FOR 2Y,4 #2 SYP 'CATS"la SHEAR EREAFTER. SEE DETAIL CONNECT END OF LATERAL BRACE TO MOISTURE PROTECTION AND TO TH MTRUSS BOTTOM CHORD, MATCH fPA CR - id, ABU66 W/(12) 16d BALLOON FRAMING MAY BE USED WITH 2x J12 SYP CONTINUOUS BATE OVERLAP ONTO DOUBLE if 1 8d COMMON HOLD-DOWNS EACH END OF EACH SHEAR-WALL SEGMENT Ii I F/ST1 FOR USE AT ENDS OF ABOVE SPACING & LOCATION OF fra-iE&ROOF TRUSSES OR CONVENTIONAL SPECIFIED SW(BELOW) FROM TOP >OF SPECIFIED SN (SEL_Wk' PLATE @ TOP OF WALL. SEE TABLE FOR IQE vi,�yj qr- &. 11NIROR (l) HM6 AIR, BOTTOM CHORD OF GABLE TRUSS w/ 12"--/c ATTACHED TO -SHEAR WALL SEGNIENTS. NAIL SPACING iFRAMING. -,ER APPLICATION, WIALL AT SHEATHING--'T�Tn- AT SHEATHING--Tig-TOP TOP >�S W/(4) 12d APPROVED ADJACENT'X" BRACING. (2) H2.5's, H5's OR EQ. IN EITI if SHEAR-WA�L 10 ADJACENT, OUTSIDE FACE OF SHEATHING TO SHFAR-W fALL Ist-FLOGR SHEAR-YALLS 2nd-FLOOR SHEAP-WIALI S ED' _FENERS ifFRAMING LRIS1 BE CONTINUOUS FROM THE CHORD OF INDICATED NAILS -ION PARALLEL TRUSS. ADD .131 AS 2m STUDS CONTINUOUS FROM BE -FLUSN' Wi SLAB EDGE. AND H x S* NAILS FROM TRUSS SO TRUSS .0111. ADITIONAL ORD ADJACENT, AND CONNECTED TO, TO THE FIELD HARDWARE RODS HARDWARE RODS FLOOR SYSTEM TO BOTTOM CH, ADJACENT TRUSS w/ C ijFLOOR BELOW TO TOP PLATES IMMEDIATELY if "TRUSS CONNECTION. T i TO 2x Amm FROM 2. TO SPACING. PANEL PANEL TRADITIONAL WOOD-Ti- TR WOOD-rie fEDGES fIF. OF GABLE TRUSS, SEE UNDERSIDE OF THE OUTILOCKERS ABOV IF A .131x3` TOENAILS (D 6'./. EITHER TOP >- MATCH EDGE (3) 10d COMMON FASTEN STUD PLY' WALL SEGMENTS >-15' LONG: WALL SEGMENTS > (2) CS116'a ACROSS WAILL SEGIVIONTS > IJAULE TRUSS 3 USED, IT MAY BE APPL NAILING PATTERN FOR 15� LONG: NONE fSTRUCTURAL PLAN. \TOE-NAILS. F w I lEd TO ENCLOSE 6'o/c 12'o/c NONE REO'D. WALL 15' LONG: NONE FLOOR SYSTE I '_-L�TOGETHER PER DETAIL MSTA12 STRAPS 0 48-o/c OR I TP4 ... INSIDE OF THE WALL STUDS AND -THE 6 C D M TO D-STI. SPECIFIED SHEAR-INALL. 2x SMPSON "AT (ACRYI 15' LONG: (1) >1 PLATES 0 32`o/c.SEGMENTS <-Z o X _IC TIE) REQ'D. 'WALL RE D. WALL STUD WITH (3) .131 X 7- T MATCH OR E GEED ENG. SS _\_ENG. TRUSS ATTACHED TO EA 11 6 OR (1) PHD2 SEG GMENTS < 1V MONOLITHIC�-STYLC "ARTIALLY Ist. FLOOR 0 4"o/c IN (2) STAGGERED ROWS, -PART EPDXY, INSTU FOUNDAIR U 2 ON H MENTS < 15' COLUMN BELOW wl BE P AND THE T.C. TO THE TOP PLATES w/.131 X NO. TRUSS LtNGHT OF SHEAR-WALL PER MANUFACTUREWS -NICLOSED 6' 8, /0 LONG: (1) LONG: 11) �s'djo O� H I! I it BOTTOM CHORD OF GABLE:TRUSS MAY BE I AT BASF SHEAR-WALI SHEAR-WALL CONSTRU WOODITie ROD HOI D-DO IF Ist CUTLOOKER IS PER SPECIFICATi El PER SPECIFICATION. tTioN THEREOF. IN-P CLARITY, SEE tIFG, S FLAT, SLOPED, OR COIABINA ALL INSTANCES: VERTICAL WALL FRAMING MUST 32�' FROM FASCIA R BOTH SIDE(S Y OR BOTH SIDE(S) MAY BE i (1) HTT4 - I - I SHEFT ST9 FOR OR (1) PHD2 (1) )�'diu (2) CS16'��ACROSS (1)Yj'dj FOR -------------- SW2 _D ------ BE CONTINUOUS FROM FLOOR BELOW TO TOP Z TION 4' BOARD, DOUBLE Ist SHEATHED. NOT SHEATHED. PLATES IMMEDIATELY ADJACENT, AND BE FLUSH WITH EDGE EDGE OF 2x NP 'LOS',7 aWOOD-Tie ROD FLOOR S�I�STEM TO WOOD"Tie, ROD I ENO HEADER OR STUD TYPES/STYLES. CONNECTED TO, BOTTOM CHORD ABOVE, OF TOP >� COL. BELOW w/Ist < ARTIALLY FLOOR NO!D-DOINI PORCH POST & EAM Hll-' UtIAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A SHEAR-WALL TO A HORIZOTAL (ROOF OR FLOOR) DIAPHRAGM VIA SHEAR-WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA CHANGE IN IPLATE HEIGHT tsm (1) HTT5 OR (1) PHD6 -�'dlo WCODIrie (3) CS16's*ACROSS (1) %'did WOODITTle AN ENCINEERED TRUSS, AND MAY BE'USED I.L.O. FRAMING THE AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE ENCLOSED 4'1 AT BASE THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A IV if FRAMING DETAIL U.NO. -CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL MIN. 2" EDGE_j ENCLOSED FLOOR SYSTEM TO i i NOT 70 SCALE E OF THE HORIZONTAL BE-. SILL PL. SHEAR CONNECTOR SCHEDULE ON ROD (MATCH HTT22 ROD NOT TO SCALE SHEAR-WALL CONTINUOUS TO-,HE UNDERSID SHEAR-WAI I 3"c/, 11 TYPICAL GABLE—END FRAMING DETAIL U.N.O. Q SHEATHING. THIS DETAIL IS OT APPLICABLE WHEN C NVENTL r S-SHEF S) FOR SILL PIL.-TO-FOUNDATiON 4, EMBEDJEDGE DIST.) HEADER OR STUD (MATCH HTT22 ifTHIS DETAIL IS NOT ------------------ FR Wl 3'x3"xY0 COL. BELOW wl Ist EMBED./EDGE D Iit FOR ADDITIONAL INFORMATION AND DETAILS SEF TRUSS ENGINEERING _T( 11 �I EOOF FP ACHORAGE Vi14EH USING WOOD-Rie PODS. IST.) NOT TO SCALE ROOF AMING IS GSED. AMjNGJ� 1, JSD. fkRTIALLY ROUND-HOI E WAS FLOOR HOLD-DOWN.3"o/c AT 13ASE ROUND-HOLF OPTION il Oil CONSTRUCIING A GYPSUM CLTj'G D�,�AILS FOR MAXIMUM ER 21-A 'OPTION :02 fDIAPHRAGM, REFER 1-0 REPORT ICC ESR SPACING OF BRACING. NTERIOR SHEAR-WALLS RUNING PARALLEL TO TRUSS BOVE INTERIOR SHEAR-VIALLS RUNNING PARALLEL TO TRUSS ABOVE EXTEND HEADER TO STUDS WOOD*Tie DETAILS & SPECIFICATIONS ...... a EACH END OF EACH STRAP. 1338 & ESR 1046 "GYPSUM BOARD r�,E!,,I I B NOT TO SCALE INTERIOR EXTERIOR APPLICA �. . , and EICSI 1-03 -------- TIONS, 6LL UNDER-EAVES (SOFFIT) TO FOR ADDITIONAL ENGINEERED WO—TEL--- 1) HARDIE-PANEL OR LP SMART SIDIIC IS AN ALLOWABLE ALTERNA-FIV, TO THE SPECIFIED 7/16' THICK APA OR TIECO-RATEO 'NALL z 1 1 i I MATCH EDGE NAILING BEE EITHFal VINYL SOFFIT WOOD TRUSS HANDUNO, KING STUDS PER STRUCTURAL PLAN. EXTEND ONE KING TO TOP 7 PATTERN FOR ROOF/FLOOR SHEATHING 2X4#12 _5YP NAILER TO TER -Y,12- ALLOWABLE ONLY IF IDENTIFIED AS SUCH ON THE STRUCTUR SPECIFIED SW(BEI HEATHING ONLY IF IDENTFIED AS SUCH ON THE STRUCTURAL PLAN. :I M�TERIAL, RATED & INSTALLED �INSTALIATON AND BRACING 2) OPE AND/OR PENETRATIONS GREA HAN 12 AL PLAN. -OR THE APPLICABLE DESIGN DETAILS INSTRUCTIONS. fOF HEADER. INSTALL REMAINING 2x #2 SPF BLOCKING, AS REQ'D FOR RADIUSED-TOP KING STUDS AS JACK STUDS AND HEADER PER STRUCTURAL PLAN- fAT SHEATHIN Top WALLS SHALL BE -STAGED IOd NAILS 3) TOP PL. SPLICES IN Bull &SW2 DESIGNATED SHEAR JIN. 43" LONG w/ MIN. (2,) EVENLY tPRESSURES FOR THE SPECIFIC-WINDOWS, (2) 13IY3" TOC-NAILS PER END. 4) AT LOCATIONS INHERE MIN. SPECIFIED TOP PL OVERLAP IS NOT ACHIEVED, ADD (2) MSTA24's (ONE EACH SIDE OF>) CENTERED ON APPLICATION, OR, 3��' 'THICK TINUOUS BRACING STRAP EACH ACK TO HEADER ON CHORD OF INDICATED TH 11 16" W/10d COMMON i�)3`o/o. PROVIDE FULL-DEP MII'L /16' THICK WALL 1X4 SYP CON H 1� INGENT TO 11 TRUSS CONNECTION, _HAX BLOCKING BETWEEN JOIST/ TH IN IRUSS. -IED SIDE w/(1) MSTA24- --- ---- S iEA G OF STRUCTURAL HEADER� ADP EACH SPUCE� UNSHEATI 7/16' THICK (MIN.) (24/16 I (MIN.) APA- OR TECO-RATED OR wl(2) 10d To EACH �I'ALL PER PLY, Fj-j SPAN INDEX) APA- OR TRUSSES ABOVE ist STORY SHEET-SIDING w/(1) ROW OF 8d SPH4-6-8 CONNECTORS -C 2" [-TOP PL� - PER C SF OND-FLOOR SHEAR-WALLS LOCATED ABOVE CU WALLS SHALL USE 1101 D-DOWNS SPECIFIED OR FIRST-FLOOR SHEATHING w/6'/6"o/a DO NOT SPI ICE - OVERLAP I tSHEAR-WLLS. ATTACH k�,X OUT ON' STRUCTURAL 0 TOP PL.-TO-HEADER 0 SHEAR-WALLS WITH MINIMUM ATR EMBEDMENTS (INTO LINTEL OR TIE-BEAM) INCREASED TO 12" FOR 1/2"dia AND 15" FOR 5/8"dia RDS]l JOINTS (2) TRUSSES I f! NAILS 15�3'o/c AT TOP OF 6d NAILING. —TECO-RATED WALL ENG. TRUSS SHEATING vil 3'o/c 8d UNSUPPORTED PANEL ED END OR 16' MIN FOR 1 STORY fwl 8d NAILS ot 6 c/o AND PI AN. BLOCK ALL SHEATHING TO BLOCKING SHT.,VG(IN TO TOP >) AND AT AX. 32"o/c. 6� AT LOCATIONS INHERE AN INTERIOR WALL IS DESIGNATED AS A SHEAR-WALL, THE WALL MUST BE CONNECTED TO THE OIAPHRAil fEXTEND BRACING TO BOTTOM OF SHTN' (III -TO HEIR .S.\ BRACED WALLS ATTACH. NAILING. BLOCK ALL SIGN RW ABOVE. REFER TO DETAIL W,/`ST1 FOR OPTIONS.. 24" MIN. FOR 2 STORY NO ADDITIONAL P fFASTEN SHEATHING TO HEADER TE BLOCKING TO TOP PLATE ATTACH SHEA" i TO NAILER INI Bid w/ TOE NAILS V CONNECTORS REQ' 8d NAILS IN 3' GRID PATTERN AS EDGES wl 2x BLOCKING. .131x3' TOE- OR F ETAIL fSHOWN INTO ALL FRAMING EB -NAILS (9 KIN -STUD I SHEAR-WALL - CONSTRUCT 7 o/to 5d COOL 'U S TYPICAL SHEAR—WALL ASSEMBLY Dr IFT UPI- S 0 GOO# Ell liCHEES 4`O/C IN (2) STAGGERD 7, DRAFT M- TS USE COMMECTIONS AS END MEMEBERS (STUDS, BLOCKING, AND ROWS, UPLIF ST1 NOT TO SCALE tPER SPECIFICATION. ISPECIFIED ON STRUCTURAL PLAN. --"TO HEADER. 2Y.6 HDR. tOR 116, 1-yV E� CONTINUOUS BRACING IS FASTEN TOP PLATE T, SILLS) (TYP). IF THE INDICATED IG \�_-SHEATHING BE ON 1 OPPOSITE DOUBLE TOP > OF USE (6) AILS, 2xB SCRES. APPLIED TO THE W TTOM OF THE tEMBEDDED STRAPS ARE CHECKED EAW -------------- TO TOP >'S Y11 8d SIDE OF WALL OF BOTTOM WALL I HEADER W/(2) ROMI 2�10 HDRS. USE WINDOW HEAD APPLICABLE ONLY BOTTOM CHORD (AND, OF 16d NAILS CD 3,O/C NOT PROPERLY MO.131.3' TOE- OR f -TRUSS BOTTOM CHORDS MAY BE) INTERMEDIA-1,(NON-CORNER) AT CHORD NAILER. 1WHON WINDOW DOESN'T ATTACH NAILS, 2x12 & ENG. BRACED BY BIT ELMETTIOD SUBSEQUENTLY, THE GYPSUM CLN'G (TYP). CAST-IN-PLACE END-NAli�� @ KING-STUD TABLE FO WOOD USE (12) f (1) WOOD*Tle ROD ADJACENT TO I —H PORTAL FRAME DETAIL. MATCH SCALE N,T.S. q 'US ly,4 BRACI` -THIS DETAIL PROIADES AN ALTERNAIVE METHOD OF ATTACHING A _)L TO HEADER. SEE THE CONTINUO IG IS ATTACHED TO ]HE BRACING I FOUNDATION POUR, if TO HPICER 2N6 HDR, USE STUD POST IF PORCH BEAM IS THEY TRUSS-1.0-> RATHER THAN DIREIC TLY TO THE MAY BE OOeI(S). NAILS- TYPICAL. SEF STRUCTURAL P" 4NECTOR: (6) 1CONVENTIONAL LUMBER (2xB, 200, TOP PLATE MAY BE NOICHED TO HWNAT RIGHT) OR )HE RIGID FOR ADDITI ACED WITH HTT22's if TRUSS) THE MAXIMUM a/c SPACING JAC' STUDS PER ONAL INFORIMA SHEAR-WALL TO A HORIZONTAL(ROCIF OR FLOOR) DIAPHRAGM VIA i T it ll - I HEIGAT CONNECTORS, E _. AN ENGINEERED TRUSS, AND MAY BE USED f.L.O. FRAMING THE __C` 'RCH BEAM TO BE LET IN TO WN A STR�iGTURAL PLAN -TO REPL STA-SERIES STRAP _1 OF THE BRACING IS 24�'. HDRS. USE (9) NAILS, -12 (1) E ROD SEE TRUSS SCHEI 2? 9_X12, ETC). (1) WOOD-TIE Al I W PC, CEILING DIAPHRAGM (SHO DATE 3.12.2012 -k ENG WOOD HDR& USE F SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF 'THE HORIZONTAL TYPE (DTL A/STI)-0 E -ST1 ADJACENT TO EACH SIDE OF POST IF WALL PROVIDED THAT(1) 2x4 #2 SP LEFT). STRAP TO HE�PE�'C,14 IEM �i H ATHING. THIS DEE IL IS MOT APPIJCAPLE2&K.N 0 T BEDDED STRAPS HEADER. 2xG HDR. USE UNSHEATHED SIDE wl 1/8 FOR A PANEL SPLICE (if needed), ­! 1\10. JOB NA _A9 JACK JD TO PORCH BEAM IS ENGINEERED LUMBER P S IS ADDED TO EACH SIDE OF S E TERMEDIATE WIJ B STUDS SHEAR IN (LSL, LVL, PSL, ETC.) BE INSTALLED w/ 1 ROOF FRAMING IS USED. EAD 12' STRAPS 9,6 & 9xiO P MUST APPLICABLE ful DETACH[ (1) WOOD*Tle ROD SHOULD t CLN`G D1AP_1kR_A0M__jA5jHD_D ACING METHOD H (1) SIA24 PER PLY. �\-,_PANEL EDGES SHALL BE BLOCKED, FRAMING PER PLAN Ill ADDITIONAL PC. OF #4 OCCUR lii 241" OF REBAR PER SIMPSON' 7/i6i' THICK (24/16 SPAN ID-HEIGHT OF WALL- 11 4 SQ.FT. N A WOOD HORS. MS-IA24 SHOULD USED Vy1TH 'PARTIALLY ENCLOSED' BUILDING TYPES) TNINTERIOR OR EXTERIOR SHEAR-NALLS RUNNING RODS, PER--/ HDRS. USE ;i STRAP'�, BE INSTALLED TO EACH SIDE OF (REQUIRES USE OF EXTERIOR-GRADE GYPSUM BOARD WHEN TRANSOM(S) ONLY. SEE ,E/ I OPTIOL 2�12 to DETAIL�/Sll, EACH SIDE OF FOR SIZE tk CON AECTION(S). �Lj _L3 EACH OPENING, WITHIN 2r' OF USE 24" STRAPS. I I BE ATTACHED TO (1) SIDE OF EACH fINDEX) APA- OR TECO-RATED INTERIOR SHEAR-WALLS RUNNING PARALLEL TO TRUSS ABOVE 16" MIN. FOR I IS PERPENDICULAR TO TRUSSES ABOVE W/HEEL OR P TOP >CENTERED ON THE OINT. WALL SHEATHING. BLOCK ALL roject Engineer: JACK-/KING-STUD ASSEMBLY. TORY ryPIC_,A1_ BOTTOM CHORD BRACING & SOFFITS DETAIL-6-8 CONNECTOR 24!' MIN. FOR 2 STORY VERTICAL WED 6' TO JACK- y KINC-STD(S) (1) SPH4 UNSUPPORTED PANEL EDGES wl 0, SINGLE JACK-S ifTUD TO I NOT TO SCALIE APPLICATION REQD w/STUCCO 1/2' did. ANCHOR BOLTS PER CALLOUT ON 2x BLOCKING. HORIZONTAL Ill PROPE STRUCTURAL PLAN. -NOE PL. USE (1) LTT2-OB \ I wITH W/7' MIN. EMBEDMENT EXT.(2rl)NISH. CURB WALL FLOOR FOUNDATION. USE (1) PORCH BEAM MAY BE NOTGRE CLQUaLE JACK-STUDS TO AROUND TOP PLATE PROVIDED fWINDOW SILL - SEE TABLE iifizabeUi A. Woodvic THE TOTAL DEPT STHD14 - EMBEDED _'x2"x3/16` WASHER (TYP). H OF THE SIZE & CONNECMN(S) HTT16 (b)LRIP F.(OR MORE) �:-i PLACE SHEATHING BEAM IS > 9-1/4�' UNLESS STRAPS 142' INTO 3ply 2x( ) #2 SYP _9x4 RIBBON BOARD__C fil- I-I INTERMEDIATE SHEAR—, I JACK-STUDS TO ffFOUNDATION. USE MBEOMENI FASTENERS, PER SILL L. (SI AND 140TED ON THE STRUCTURAL FOR FLOOR AND WA­ AT BASE Or CURB if P -,THD14R,_J WHEN LOCATED PT SILL >. SHEATHING F1 No. -17 _114300R(S) SHALL BE S9EE1 SHE FOUNDATION. WALL. TRUSS TOP CHORD ON S-SHEEI(S). AT A CURB WALL(OTL ATTACHMENT. FLOOR INTERMEDIATE 9 T2) AND 'TRUSS HEEi VERTICAL PPiOPRIATEE ANCHOR BOLTS PER 1! TRUSS SEAMING "EMSEDMENT" AT BASE 0 USS FRAMING MEMBERS \—NAIL POST TO PORCH F CURB WALL. fOF TP DETAIL A/ST1, TYP. HEADER W/ (1) RO I OF REQ`D PLACEMENT .131f(3' NAILS 0 2" O/C� FOUNADION PER STRUCTURAL PLAN, WALL FRAMING -6550 MANU7 AC 0 )SEVELT BLVD. TFUCTIONS f2x4 'TO 2x4 BLOCKING itj IVILLE, FL 32244 f-DIRECTIONS. I N STHD14�s) HTT22's TURER'S .-ROOF SYSTEM OF OPTIONAL (I.L.O. 10d Q 6o/c FROM, CONT. T PORTAL FRAME DETAIL fHORIZONTAL 2,(4 SPF ff2 (0- 04)680-6279 TRUSS 2x #2 SYP TOP > (2) ROWS OF.1,31 NOT TO SCALE: EAM, SEP ROOF/FLOOR SEATHING j!PLAN VIEW OF CORNERS' NAILS 0 6`./c fifSHEET STRUCTURAL SHEET FOI t RD MINIMUM SIZE. tSEE STRUCTURAL PLAN. THICK (MIN.) PA- OR 1DETAIL L fI �UR STUD SIZE/SPACING TECO-RACD SHEATHING wl f6'/EP'o/c Fd NAILING. BLOCK f14EEL OR END REQUIREMENTS. AU, UNSUPPORTED PANEL EDGES fCONTINUOUS 2y.4 SPIT JJ2 VERTICAL OF TRUSS if7 (3) .131x3" NAILS 10 EACH BLOCKING. 2x CHIMNEY FRAMING STUD POST NUMBER OF PLYS TO ffMEMBE S-- SEE STUD TABLE FOR SI --------- --- MIN. 7/16' THICK (24/16 SPAN --j fTRUSS VERTICAL @ 6`o/c PO�CH HEADER ------- MATCH HEADER. STUD POST SIZE 2x SY? BLOCKING w/ IftINDEX) APA OR TECO-RATED L i I SHEATH CHIMNEY 5/164' NAILS t 6`o/c TO TOP OF 'TO AND GRADE TO MATCH WALL STUDS c/o SPACING SHEATHING ATTACHED TO FRAMING tZE, SPECIES INTERMEDIATE BLOCKIN UNLESS NOTED OTHERISE ON NALS TO G. ADD tUSE OVERALL CHIMNEY fHARDIE vi/ 8d OR MEMBERS & BLOCKING iI>ASSEMBLY TO TOP 01- i4 — (1) MSTAIS STRAP W/(7) fHEIGHT FOR >HEIGHT. ALL D/STI. 2-ply 2x's AT CORNERS- UNSUPPORTED PAN 1Od/END 0 EA. SPLICE(CQNT. STRUCTURAI PLAN. CONNECT PLYS 'OD INEL EDGES PER DETAIL NAILING PER CALL 2Y.4 AYBE OMITTED IF I TASEL�PIN w/ c/o, 8d H 7/16' APA RATED PLYWO EXTERIOR WALL STA18 IS USED FROM DETAIL F/STI OR CALL OUT ON BLOCK-TO BLOCK ACROSS EA, STRUCTURAL PLAN. of -7 IF THE HOUSE 13 -RED DOWN USING CONVENTIONAL STRAPPING, REFE�t iij IN, (1) MTS12 OR (1) MSTA18 It F -1 OR t2y #2 SP BLOCKING BETWEEN F TRUSS) ---------- IfCHIMNEY& (2) TS20`S OR TRUSS-TO->CONN ECTOR: STRUCTURAI SHEET AND DETAIL N/S1 F LLS PORCH BEAM CONNF TION DETAILS. TRUSSES BELOW CHIMNEY VIA ...... w/ (4) .131x3` TOE/END NAILS fFOR F -TO DOUBLE TOP >OF WALL fIN UEU OF WOOD PANEL �HEATHING, COUNG MAY BE CONSTRUCTED OFF ANY APPROVED MATERIAL HAVING EQUAL OR (2) MSTA24'S FOR. A SEE TRUSS SCHEDULE fAT EACH END OF BLOCKING RECTANGLE CHININEY EA BETTER PRESSURE AND S�EAR RESISTANCE AS IrERIFIF BY CURRENT FSO PRODUCT APPROVAL DOQUFNTATION.I. TYPE (DTL A/STI) RAFTER� CORNER OF CHIMNEY TO STUDS/ SHEAR WALI 4' 2 IfAT CORNERS OF RECTAGULAR ---- fRAFTER/TRUSS TOP CHORD OPTION INSTALL WALL SHEATHING PANELS CHIMNEYS, USE 2x,3 (I.L.O. 2x4) OR 2x4 BLOCKING BELOW. FRAMING SEE STRUCTURAL PLAN. 7 INTERIOR OR I R SHEAR- LLS RUNNING WITH LONG AXIS (W LENGTH) w/(8) NAILS/END (I.L.O. `41) fIF T_ T 0\1 17-- [PIJE3 S tNAILS)� PERPENDICULAR TO -TRUSSES ABOVE HDRIZONTAI- AT 24"o/c TRUSS END-VERTGALS -OR- BLOCK W1 2x FRAMING -TO PROVIDE MAX.SHEAR—WALI BRACING DETAILS TYPICAL OPEENING FRAMING DET/i �___TUQ PORCr CEILING SFIEAIWRG�IAL TRUSS TOP CHORD OP. RA CHIMNEY ERAMING SUPPORTS FOR SHEATHING. CALE (TYp) ftNOT TO S NOT TO SCALE NOT TO SCALE NOT TO SCALE It �NOT TO SCALE Wow NIL UAO. _VAIALL DETAIL (iUT -13�Tl (_4� .......--------- f - _� - '�� -, -,------------�-,-A-"----�--�------,-------,---,-�---------�----�--=,-----------,---,�----�----�-�,-----�-----��,-,�,-- 1__-_-___"-.,--�-..-,----------,�--,---�-�----�"----,�-,----,--,�----,�-,--,�,-----�--�--,--.--..-----------,----�,�,� - ----------,---"-,---"i,------,-----,---7-,----,-7-,--,,---,-,------,------­-,-,-,-,--,__ __,_________,_,__,__­ ____,_,_­­_____ ,---------- ii I I THIS DOCUMENT, ALONG V41TFI it 11 SEE STI FOR VERTICAL WALL CONNECTION. il � I 11 'i i it i ..... -#5 HORIZONTAL. � ASSOCIATED DOCUMENTS, IS AN I ____________________­___,___......_______,__,_,­­_,__,_­ i i ; i I----_____--------------------------------- -­--­-­-­-­ t I , t 1 l d4" CONIC SLAB W/ 6X6X1O 10 WWF H I ,� i ii it ! R INSTRUMENT OF ENGINEER'S I [­___,_________­___­ i OVER 6 MIL VAPOR BARRIVR OVER a I ,I R i � I I ,I SERVICE FOR THE EXCLUSIVE U I I it - - SEE STI FOR VERTICAL WALL CONNECTION. "l __I 'D FILL I (TYP. VERTICAL REINFORCEMENT): i � SE It , CLEAN, WELL COMPACTED, TREATE � I! v ) 14 AT THE PROJECT TITLED HEREIN. if � . . � I I- -1 @ CORNER it I 'MA-Y BE USED I � I , I i #5 DOWELS #5 HORIZONTAL, if 4" GONG SLAB W1 6X6X1O/1O WWF I! I �___.1_____________ i. I I 1. I -_ 1. � 5 HORIZ. 6" FROM END 1 INFORMATION DERIVED FROM THIS . I - 1, � OVER 6 MIL VAPOR BARRIER OVER HAS 3RICK LEDGE I ­�_ 1i E /,-# � Ji I It - .----,I I , N I 11 480" MIN. / OF VERTICALS. I DOCUMENT, AND/OR ASSOCIATED 1, CLEAN, W�LL COMPACTED, TREATED FILL I ----I'!1 1 ALL DOWELS @ TOP ,8c BOTTOM, - I (TYP. 'VERTICAL REINFORCEMENT): #5 DOWELS I � It >11 I I �ii' SLCPE GRADE - I '!i-1-,_ it I ii DOCUMENTS, MAY NOT BE USED � I it it I i q < - SL - t �­ >_ -1 . (1) #4 REBAR CONT. @HEADER COURSE I EMBED MINIMUM 6" INTO FOOTING it (§ CORNERS & INDICATED 0/c SPACING -,- OPE __ ___- l I_ ;I . I I, --i") '_ . I -`-i-,- i! I�� THEREAFTER - BEND ALL DOWELS @ TOP & , ------ __ ___ 11- #5 HOR17, 6i' i! �-_- i - / FOR OTHER WORK(S) OR I i IDIMENSIONS ARE . y Drl-�---I-I IT___!�_ -I . it if /448" INTO SLAB (GROUT ALL CELLS / 1 72" ! ­ - .; PROJECT(S) WITHOUT THE - F - ' t Z It 0 -5 G R A D E I'll 'ES 1! ------;1 I 1---I 1! ' I ,- / H 3 � 2 �l I - ;MIN. DISTANC I ;D 0 : I ii I I' BOTTOM, EMBED MINIMUM 6" INTO FOOTING I MIN. I 0 _ - - (A i I�------i ii__ L, I - -_:� i I I - . � I. - !- , ', xi - - VERTICALS. N_k__I , `�,I . ,�,,�.,_,�-i i I-_2 SOLID) - � I � I � 4" 4 S I OR Y / I- , ITTEN PERMISSION OF I 1i 1 -16 - - - ; It - __ - - - - . - - !l i :� , I- [U�MENS flr� AR��E It #5 VERTICALS - - �7- --,'-- - - -I- -",.v - I��, -i ip; CLEAN COMPACTED if t i ii ----.-I 1 �_____ _�_� / 72l' INTO SLAB (GROUT ALL CELLS SOLID) I r , i "') 1_11.�__,- I !�-,- - ___��MIN. DISTANCES I - TIFIED! N I t )F THE PROJECT ENGINEER IDEN if - --- 6" 1 I ;---�__,,I , I 1i - �� :: it - _-I - 2 ST( ______ !, I I � � , 1, i 177F ,I I a 9 I - , _ L----___ @ 24" 0/0 -,-. ______ I i-I-1-- . I ----- ----I-- il i _­__ - 11 I k 1 i I I I � I BELOW. � 1. ! --I 1 1-_-_ I I - - 6",_____ i ­­__ - - -,I h 00 I 0 R 0 . SAND FILL --,---. . I \ ___ I I__ - - ---I r -- I . � i I - i i i I i - 1-1­­_� - - t Z I k \ -_1 1 I__ _-I I i I! � - - ;11 .I I " * -. I -� I I ,-_ i_ I � -- I I i -4- -ION __ I I . � � - !, i !D I - !I ---I- -I � .i -__7��_-- -_",= = = = 1= �_JL__--, I REV DESCRIPI � � � i I--- i �� I 1, - ., 11 i \ 11 !--'--'I --------- l I I � I !--I---- I -____l I __ \1G 11 I ,, ; I . It �a, 1, Fl- - I____- t i i- , I-- . I _45.-YEa 1IAj_S_P) _(1/C_S_/kC1T 3- l______� I !---- , I - i ­7�_1 1 I I - I , i I (TYP. HORIZONTAL - i I I i -_____ l i--- ! I I I I-, ,, , F I l! _�_-L. ** EMBEDDED STRAPS it I �� , . :\ 'a Il - ­­� I � _ I i I I I .-I I !-' -) i 1 � I l;-,-,- , �,D1 ------------7 I - W/O BRICK MUST BE INSTALLED w/ \I __ __ ___ I l TO 12 COURSES: 24"0/0 1 7 I 11 ; -__ - ;------ . ! l- I , __! 1 I '- ...... ,I --I, if i (TYP. VERTICAL REINFORCEMENT): -U4 DOWELS @ 'i REINFORCEMENT): (2) - I - 11 - , I _____ i I 6�'!-_-----.-_ 1 - ibL1,)l­'t k 11 � -1 1 l-----i -1 1 l--_-_f- f- I I I - l , , , . I I,---- I - � I- l' �_CORNERS & 48"o/c THEREAFTER - BEND ALL --I 1 i____l ] i___ Ill il ------� i i__ H -__ i---- I 1 '13-1/2 COURSES: 16"o/c -117 ') _CE OF #4 I-- I 1 I -------I 1 LEAN FILL AN6 11 12 < . I - I I- ___ ADDITIONAL Pk- I ; � 41 ,�L I IT it I I i, _\1 - � ­ , __ � _ i I--- 0 WI.7(MW11) LONGITUDINAL t, - I �---1-1 I -,j , j-,-,---, , 1 i � --- I ___! I 1-------i i 11 " (MAX_� LIF i i __ t I ,__ .-I i �I i 1- ­____:_iF i i-I ,--- I 1 13-1/2 < 15 COURSES: 8"Q/c 11 - 1__'_-_'----!l �1 ,E____1 ! I i____7 I I iiGRADE � ------:I MPSON ,t - - - BOTTOM, EMBED MINIMUM 6" 11 ,-1 - If 3 I 111if ;ill ;--,i I-- � I , __ il (TYP.) W , � _ LI I DOWELS @ TOP &. 0. i I TS-I \ I � _____i 1 i , I (_�qZ - I I i I 11 WIRES SPACED @ '16" O/ I - - � I 1------ 2 � if _ 1 ---____I I INTO /12" INTO SLAB (GROUT ALL 1; ------, I I-----! 1 !----,-! 1 i_____-I i -- � -- I ; ; I I INSTRUCTIONS. ** , I - I i 11 .� FOOTING 11 i I I-------i ---_7! I !----I 1 I- . PROVIDE HORIZONTAL i___--__� li------1 ! !____--i i �-______! I - t � tt I i I I H �, 41 1 1 1_2 , � I ,-------'i t I, I It - I I 1-L- I I i _'­ �l I I L----j , I--- - 1 8` CMUj FILL ALL CELLS SOLID. - I ,_i it I -- t I - ___ - I * N AX. STEMWALL HEIGHT: (5) ELLS SOLID) I l I r I 1 i / ___1 I i_-_-1 ! i---i I 1__ -I � I i i I ! I STORY FOOTING SIZE 1. I. ... � REINFORCEMENT WITHIN 16" .... =-I i I-__I I L_--1 I I 1 ; i 4 3 - 11 __ � I—- I 1----- 11 w/ 3,000ps! GROUT. --! ! �___1 I 1-----I ----; , �------! , i I - ' i � ____ FOOTING SIZE ----� � i-------1 1 k-- i l ------, i �-- - _ i ­­I ; 11 VII/O BRICK 12'l WIDE W/ (2)#4 OR (2)#5 CONT. L_SrQ8_Y I OF . ! I 1 i i I I i 8" COURSES. FOR WALLS > , I! � ______1 __-_f , 1 _____1 3 i_--i i AD 1 INIO BRICK 16"AO" W/ (2)#5 CONT. OR I� Ii i VII/ BRICK 20" WIDE (INCLUDING LEDGE) W/ (2)#5 OR (3) i',M (2) AN, il V, I---------I I �_ 11 - �1. i-.---.-i i 1--_----1 1 1 ____t I� I 1 4 1 I I MASONRY STEM WALL. t I I I i 1 % , , 11 7 1_1----i 1 IN '12 (MAX.) LIFTS. i - il ,��___! , ---I i ;-_---j ; !-- , I il Il 1 ill - -m ___­�­­­ i (5) 8" COURSES HIGH USE W/ BRICK 20"x'10" W/ (2),15 CONT. OR ?,3) #z, I ---------- - J_:______ i STORY I - , , ii - � . I - It 2----:_ - iI - .. - � , ' it - � DElAIL IA/ST29 OR 1B/ST2 2 STORY I l I I---- --I i �­_. 31 l---.,--. It I -I � I ! I - -_ - L I = - -- 1! '11/0 BRICK 16" 'WIDE 'ill/ (2)#5 CONT. OR (3) #4 � _ 11: -I i ____ I I If __ I- ___l -------i i I-------1 � I--- 1, . t . x -_I ____1 I 1---_1 i 1--_ I W1 BRICK 2A WIDE (INCLUDING LEDGE) W1 (3)#5 OR (4) #4 ii DERFNDING ON WALL HEIGHT. W/O BRICK 20"AO' Itill (2'§5 CONIT� OR (3) #1l �' 8l' CMUl GROUT ALL CELLS 11 DIAMETERS AT ALL JOINTS. ,_ 1 1_____- 1 1, , , L, i � It - ) I -> --- 1----- HORIZ. NEAR MID-HEIGHT. 14, " 4 , ---I I �__.__'_! I I -_ --I i i-'-___i I The it . W/ BRICK 211�'xIO" W1 (3)#5 CONT. OR (4) #4 it �� X. (10) COURSES. I �_ !� 1 I_____I I j -----, -I 4 , �:OLIU. MA - I_� -__7 I j.. I I �- I I - - i . I -_ ! I i- It 1_____.__l 1 i___ --i ' ' , m ! ii I if k �MITI=-, . I I , , I I I -----I I i----- ' !; 11 1------1 i ;---__-I 1 ;___.____­I l i-_ i! ____� i !--- __i , I� i `ll,, I; �. --! i I-------;I -_ I x! TYPICAL FOUNDATION DETAIL ri TYPICAL EQQN ON [ E-1161L -, t 1 ! I----I I I-' � I I-L-f i 1 - I ' -'-! ; i--- 1 !I 1 CASTILLO I !�, 1 q _I_Q�A I! II I IL I , I 1 �; T N 1� __' !)_ __! - - ADD CLEAN FILL AND COMPACT - =__ I !---- _1 � !----I -----I I (TYP. HORIZONTAL -------- HORIZ. @ EACH '�-�"_l. � i 1 , REINFORCEMENT). (2) 1----1 I !-------- , �!�"I H t,z . 1�_ il -r- -I I i______, � � - --1 I I- -1 I (__S�_jTi _�J2 i i 1 I) NOT TO SCAI F INIOT TO SCALE it i I i - 1 1 'I - I- -C , I i; COURSE 1 H IN 12" (MAX.) LIFTS. -_ '-I � I 2 � -I w ___ i i W1.7(MVJ11) LONGITUDINAL I------I i !- I Group -----------I---------- ------------------------,--�-----��---------____­---------- - --- - ____1_____1_ ------------,--"--------------------�-------_________,______ i I --1- I I 1 i - I - - I '! ______ --------J; I � I � 1� ' - F___________________.,_______________________ ______________________----------____.__________________. ­­­­ 1 1 1 1 1 1 -------------i-----,-------------------------------------------------------------------------------------------- 11 ---i- I -­ t i I � I -------I i i ; !----i ; I-----! 1 i------1 1 !- � I 1i 1I it "-I---------f i i A l___._- ! j i-7iLILISTANDARD FOOTING SEE DETAIL BELOW 11 WIRES SPACED @ 16" O/C. 11 --i I J__- I �____-1 I ;.-- - � 4 A Flcivid,t C.Irp.6- ,"'.- 11�,., I , , - I - i , -------I r- '-I i I 1 --,1 i --- H PROVIDE HORIZONTAL -1 ; 1-_____1 1 i-----! � i____ -,--] �:.-: I 11 �l I! __m _ 1 1 i �' i I i � , - - I ** EMBEDDED !! H I ! - -1 � 1 , , I I I I I! -, I J.____, , ______1 I !___ - �,. .- 11 il SEE ST1 FOR VERTICAL WALL CONNECTION. 11 It ill I I I i---- I ' Designers - � _ I STRAPS MUST BE H I _____; i I --- I I--___1 71 ,, I � REINFORCEMENT WITHIN 16" OF ITT I LL-I I 1111 i 1___ I i I , _��­ - - I 11 - - __1 I ___ __­ I ___I l i_____l I " --l-I I ti i ,I ! i____� ! 712-- I t t �----i. . d ; K �_, ,-�_,'Hll_i__ � il �i Engineers i I 11 li i ! i------1 ! ;___ i I i- ­,- i -_ 1 i i I 1 1 1 _tu i_____i l i-----I . I I � _____ I , t - ! I ___ I� ----,--, ! 1 11 _',...�� . -1 I i! INSTALLED W/ 5 1/9' 5 1/2" WIDE CONG. SILL TOP AT MAIN � " MAX. 2 COURSES I ! I I-----� I ,�.T­- -I 1 !------1 l !----- ;I MASONRY STEM WALI "--I 11 l7 i-----I ! L---� i 112 d. X 241"w. -2,500ps! CONC� �.1, !I ADDITIONAL PIECE I t i ,-------I � i,--..-,- __ , ___ l 1 I______i 1 I , --I I i -'-I I I - I I ­Iw� 1:- I - i " � ---, - I Roosevelt,Blv& , SLAB LEVEL. TOP-TO-GARAGE FLOOR i I 1 � 1-----I �_, - X_ ,�_=f- ­­­ I 1 A30VE SLAB LEVEL. ! ! ! I 1i I i; , __ , I _____ OOTING w/ (3) #5 REBAR, EXCEPT: ,I-�_- /-- WALL CONNECTION. I - i i I- - I____ -I i l______i I I l --- 6550. -- - !'I OF , l I- v, 0 1 I I I � ___­ � l_____i J_______l Z 1 i I -_,I ____ I ;�,� I 1 I_- I i-, , - I __I- -i I _____i - '_� 1 ) I I t I �. � I I I . . Jackson"Ie,FL 322+1 1�1:_ _--T---��i k I ____��! ,�', I----i i 1 --2, 4�z�e%',­_�,-,�iZ�-�:� f I I - I..-----� - - - , -- -STORY WITH BRICK, USE -12"d -- I i 1 I 1---.__l- 1 1 I - f I I------I i , �� � i , '' I � #4 REBAR PER . i, >_ __-1 I - MAX 7 1/2" (HEIGHTS EXCEEDING i� it --- I 1_ VARIES ii I- Il - AT .---- -11- i (1) 4 CONT. IN SOLID GROUTED l I I - (90A)772-6ioo 1-�, ­ , / # Ii , - .-- ­ 1 1 I --,--­-- 11 SIMPSON If ----1 I ------i ------ I 1 i I I- -I: l ---I 11 f i WIDTH BY MORE THAN 2" REQ ADDITIONAL it _____i i I-------i i �,_- __ i i___I I ,__ I I -----_. I - k� � f ---I 1 1-----i l 1 -, , , '! INSTRUCTIONS. ** ,I T I l I , i ;i - __TT , I—- I____,� I W. W/ (4) #5. -5 ZI , , it - I 1 I--,­! I i___ � ____T, l - I I-- il � I I i--; i _ ; � , i i___! 1 1X__3O i ,FL CoA No.2901 ,,�_,_-, � It - -i I 1 -i -,� ,- i! ANALYSIS) --BLO ii If -------, i ,----I '? - � -_ ii � � -! 1 1 - If I! I i I-- -- I t- I - I I � Ii ! !------I i 1 --- . ; ­_ I 1 1 I FU I -1 I i- 1, �----­ I___I I I � I! 4" CONIC SLAB W1 6x6xlO/10 WWF il / j TYPICAL SLAB 1i : I , I I I____ ,� -, I . i i " 1 ; -, , , � 4 I � i I I I t ' ' ___._­ I J__ I I--__ ,--- � i I- - 11 .I i i I I It OVER 6 MIL VAPOR BARRIER OVER ii .1 --j - ii I , � ; --i i i------ 1 t----I � !-- -I ' I I 0 il J_ � I i - ---� , -_ . . i it ___ ii 11 I I-�-,-- I !-----I I I_ -I 3 �- i Z 0 -ICLCAN, WEI I COMPACTED, TREATED FILL FYP. VERT. -I--_ !f - . ;----'-I i j-'__ I _-` � ;I ij-)W �i REINF. �, I __ I , , , -I I I- ­ I 1� D f-,) �� 11 i-S10-ay E09fflNGSIZ ii Oc.- it _______i__i_1__� -1 1 1 I—`I I!==1 1 li i! W10 BRICK 16`>00" W1 (2)#4 CONT. q i it I Z5 "' SL ==�=_!, I _E - I ' " I ij -- -,.- I 1 1 i---I I-_ ,I --- -i i it �l I --- q, �=_ �, d V) GRZE - ..t 1---1 I J!____l l---- ZL _I I 1 I 1 -1 M I - W/ BRICK 2Dt'x1O" W/ (3)#4 OR (2)#5 CONT. I 1i L�j M 0 I . i !=iii ; il , ...1 i . � a::T-,< __ i I- H � il I - J \4.1,- - -!III '�li H_ -I�1 . it - q I i I ____� - i� __ i l!" TYPICAL FOOTING -- SEE 1/ST_9 FOR It 2 STORY �s I , -_ il �,_., ­_� - 11 -1 I i I--!�I 1--j 1 I I 1� !I l� i, - I fl l- 'I CLEAN COMPACFED _____l i i v__!i � - _:�--i-I'')--- -1 O' W1 (3)#4 OR (2)i�5 CONT� -i i I i -,,__ - I 1 I,-_­I I� -----I,I i 11 I I � i 171, ___ - i,,i III, SIZE/REINFORCEMENT 11 WIC, BRICK 20"'x ,I -10 l --- ;i ----I I------ --I I I----I I 1 I--- I W1 BRICK 24-"xlO' INI (4)j'4 OR (3)#5 CONT. rI ­_­lt;!---­­--- , , �lj�l__ L 1� - , � I! :2� v . SAND FILL i � ,l,I____;i!:__l!j! It �! i i f,f Ci 11 I 1!---''--I!i!-,-,-;1 1 I------- I I!__ - I I .I . I I .i J ,I 11 . I 'I -17 %i�__ ii .. i 1 1!-=_--=i i 1 i !I il � F� " - i� I I --- ­-, � It,! l-----HIi . ]i � ;i m(PI \ I ___L -i . ! Il ,l�,--'-_�H � �, I - __-Ill �_'__ I � I � t It I I : I --- i I it � \ H �;i I I � -----i!!I -_ - ii it H --------i I f__ I- - ;I i I! i 4, - 1! __ I -.1�I I s . I .!? 7,�_i I I I'__ 41 i I - li I .- I � I ___ Ji if i - I I I , "' -10,'15 COURSE5 IFM 10likILL FOUNDATION I i Ii , _:_.__ I I'' - II ? 1 P, � \\-- TYPICAL FOUNDATION ,I_ i, i � I i__ I I � i I I _____ 11 !I , __��L- I i ill _ �I I�,-__-i T lI______ I it I FOR STEM WALLS WI TH I�0<15 COURSES & OW, GP, Ii I I,1---- _ii�, It � If Ii I A I 11-i�i�- I -1 2 'it . .I _,____l i i� ;� I =it I 1;il -----;1 !1 i _F---EN-SNS A�� I 1 i 1 -____ , ;; I 1 1----- i I - - 'Y2 -'-- .i I I i (� i " ,5 ME I 0 i I I i - 1 I I 1=),�� - 1 I I I I! ,,F SW or SP SOILS to 30#1 PSFLATERALLOAD i I ,� iI I � . 1 i, I . . !I MIN. DISTANCLS I I !i " 6<10 COURSES STEM WALL, FOUNDATION 11 ; l 11: .1�I it '-' i� . q __] I ' i I t i 1) FOR STEM WALLS WITH 6<10 COURSES i � il (S2 , I ; 11 j� ; � i i - I - � _ il I l I I i `\ I; I I' I I 1; � it FOUNDATION AT GARAGE -'\ FOUNDATION AT CARAGE . I ; fl 1; r2 � ;I iI I: 1--t"_ ___ I� /�� I li I - ""' - ,__, ii I ,J IJ2 NOT TO SCALE fl \, NOT TO SCALE 1i I , _ I i N � I (S�I'_ I I! !I I I . L____ ____� =____­_______­__­-�__-�-_-_-_-�__-_-_�--�_-�-_�,_--�-_��_-_�=-----------------R__ __ _,_____________ .____=­_­­­_____ ___ ==_=-------­=­_­ � �=_­_ -------------------,-----,-,-�-,�----�---------- __ _____­__ ------------------- --------------------------------------------- __-_,_____'1 _______________________________________________________________________________________-"-�-- . _______ ?4 i i _____1f_______________________ ==� � ___ _=­ -1!------------------------------_� ==�­��=== -----i[-------------------------------------------------------- -----------------------------------�,--------------------- ______ _ ��---�-.�--_-��l--=----,-,-�--�--���-�-- = it � il it ! 1; Ii 'l I It I il � �� I! I I it !� fI l� S 11 ,I I 11 4" GONG SLAB W/ 6X6X10/1O WWF I i ; 1� RECESS SLAB 3 '4" FOR �� -3/4" X 12" 0 I I � ii / ___] SLOPE , / if I� I I li - . 9 ll OVER 6 MIL VAPOR BARRIER OVER I ,� i! I 11 I 1 1/2"----,, HL .- T k - I AT GARAGE DOOR il I 1i FXP. JOIN -1 .1 I I zI \ il 1! CLEAN, WELL. COMPACTED, TERMITE i �i it DEPTH = STUD + 1 1/4" (FROM I ,I 4" GOING SLAB W/ 6X6X-10/-10 WWF 1, � ! if I . I! 1 1/2" i; H OVER 6 MIL VAPOR BARRIER OVER I 11 i k 1i ii �f I- !I I OUTSIDE FACE OF BLOCK) I I It I ji A 11 \ ,� Ii CLEAN, WELL COMPACTED, TERMITE Ii il RECESS SL A __ If t li . il , 1. � . 1� 14" GONG SLAB W/ 6X6X1O/1O `4_VWF 1i it I - i , l � I I I f � I I I i 11 I I I - "I - . OVER 6 MIL VAPOR BARRIER OVER P ! I i ,I I, , - I I ---- �I __ H , , 1�, , 7= 4 _R , I' ti I----------I-----------%____.___- -e- ;._ �� __i 1 I ---- ii ;I ; I , � " I-IT-_-, - I__,��;I -]CLEAN, WELL COMPACTE�D, 11�EATIEIF FILL il I ii T 4" GONG SLAB W/ 6X6X10/1O WWF ;I ----�--�--��l------,-�-----,�-�---ll , � I I I it OVER 6 MIL VAPOR BARRIER OVER il �____---------_____------ __ - , 5) /I 5 1 it 1, ! --------,---.�----.-,----.----,�-�,- , ___;��l_...11 i _­� --- I �, - i I --!i 1�----�l i�----- � I � � I � __ . !; ; - E_ il 1 I --I�I f---!I�1----- i .- _ _ . _�� : - 0, I it . I�I ''i�___'!2�'- TYP. SLAB i _��_ __ SAW CUT IN 15'x15' GRID, I I CLEAN, `NEI I COMPACTED, TREATED FILL i I- .- I -­­­I I I�-------I l i�,_11 1 !I _.. . � . H i � I ---- I -----1-I ` I� ­­­�_ . . . . � �. I I l I I - I ii I:"-,---I I�,, ''�-__ , -I :-..-..,.,: ,�_:-i-:_ _­­-_- 7�1 1 �i . 1;l!----' i fi 1---- ''l ---- it � -, � . . � wmllliizla;�_=;;;� � 1� 1" DEEP WHILE CONCRETE 11 � / ' - I,___ I I I__ It I I .J,- . I I II_ 1 1 1 - I - . ... .. . . �� . ___. . I . � 11 - _" H ___ _� fl I � . -I I-- I . . I ,t � , � ­­_ -..-,., : ,, , ­: li - i -9-1111 MENT) I ----7_=_______� it ,.__ - � � IS WORKABLE (WITHIN �, - - - ---j ii! . .1 �7 - . .1 __ I - - , . � , !��,�i!��,,i;i I� iT=_­I 1 1 1 I - ,,-,c-��= - - ..,.,:, - ii --7f!' __ - ii / JR - .1 i i 1----i!!j--`-1 I i� -=-,5-_]l�---I-,-,i I � I�­ - ­­ I - -_ _­ � it Il ­M:=!W=�--)m_-_--, __ - it - __ --.. --.- .­­ - - i� �1�-:=�Ji------fjl!�_-._ �l . . k, . . . 1. '. ii (J) I � � - . - . . ,1 1_____I I i I__--i I I t-- I__­ I kN __ . � . I? fi-__�I I I I_I_�_- i--i , --- I t ,I,i . 11 .- -----1 IHf---', I­;-TTfI1'-,-- !I _17T-i---�1 t 1 ,I. . 1 - 4- -- -1 i i�__ � ,I t 1 1 I 1 l__-_--_!i I I I -­ . I I I&_- I ' I .I i i - I i I I i i I�IT-,, .... .. .. ,,� I I T b---- - -__ 11 I i___ j___ l----t - - , � . I � - -----"--''t I , .. � -"7; __M'7 15' il � ��_l l�_�?,,,-,,-1 I---- I i --I)i I-L__ it - .� i, � .. . " ,� '' I � I 1; - - --,!I i_- i� - SEE I/ST2 FOR I I '. -- - I _ II JH ­ ____; 11---iiii- 6 MIL VAPOR BARRIER . , I! -!iiii_____00 4t,"IN. , - ,I;\ __iiii , , , , , , � I - , , , , , , * - - . I � . . . . . = f1I_____T l - J, i- . , v __J I( -1 1 I!---I i i 1--_f, TYPICAL FOOTING i i�i if, _� .�� ,74 1 1 m __- - t 1 I I I C�_: . lz_�Z_ 1� I---- ­�u� I\�'k - . ." f 1, I �__�-__-______�s�= , �� I i i[_,77,,___ I , ; I I----1 1 1�----I " - � __--i�i I------ "�Ii,; . :* 1, - 0 V.-C --T:3' ------I�i, ---1 2.I � __i,1_5 -1 I__i I�" __I 1 I I__ CLEAN COMPACTED , - - , !ill i j i I---''�_Hl I _11-1 I � __ --- - I i I:=: I I� __�i�!__ - -- - 11 � , 9 � - - . �... .- --I.,I i S17E/REINFORCEMENT 1 1 I I 2--_1 I 1; --'---i i i i____ -I - it , . ') �-,--;I!� _____ -,-- �_ __ - - - - - � - 1; __­-I I , Ill--- i t i i __-, l I i 11 �I i i-- i, 1. - �i I -I 1 1-I-,-T III; I- ; ­17�7_`IiI------''!j ---- t! _____- !l,i-----Wl----- I ---- t I- -H I �, i I __I. !__--_-__-iIi!==Hi -ii I I !it l �t III -=jj �_____il I�____ Ill e... ii . I li­­ - ___I I;---- _�_,.it 1,�v,_ ___1 i , ; _____._ , i----. . . it M........--=i�I i I I s I---i I i . 4 I i 11------ili­_ . - i- ( ____- I,; ___ 1,I,--' _�!, � -- i 1 _`1_1 -- - � ____ I SAND FILL !� ---1 Ii,____- li_� _I;I;____i��;_______�t�t " I ---__ I I it N .I , '''' - __ , =!1 1 i--:--7----;I I I- , , ,i 1 I [ -_ - ..I---__ffli , , ---I J !-�1 1 I---=- , _f � if j, I 11 I -fll ------ �� I I I____ I I 1 � i I ____,I I__- I ,I - . � __ - it M, ,, ---i! I - 3 ----1 1 , , ii, I ---I�!� -i �] 4 CONT. - ==�!,i I , _=__ '�'l I__ i ,,iIl I 1 1 I 1 I-�1 1 1 I I 11 ---"T'I�11­_-(1)#4 CONT� _' I I I I 1 I t--=--i i I I I i I I � - _< if It . I - i -___i 1 =_ --;-;7 -,-, I --------. ____ I , ,� , i I _� � I __ [,it -I - , . I I I IT-,,,, __ It 1 1 - __ I i= I ,� ----- _� I i] il ____ I - : --!iii _'_ ,- I _ ,,, 1 � 1,i" I,----;,; ____ ;i 11 1 � ----t ! l �.__ _i i i I 1 ----i It- __ , � I W� i��11.....�7 1 .I I , I it ,i ,, !�i i��- - - I It ,�,i � I! - I� -1 I I I h, i: ,, � I i - !. _____-1 q 1 I-------i it ,I ilf �,----­,_I I I � I I , I - 11 11 ? - I , -��J j, I I . 11171 _____1 I l ___I I i I � I � --- Il - I i �, -__ - I __ ffli -- I . I� - mlk; ____ I I I it i I I I I; '' -__ , -----= i I ____:_ I -- -1 I I i ,I I I = __ I , , , d It I,--- i!i . . ., il . IIH 11 .1, ,I I I I-_-_____ il l , ---- i, - 16"-,-- ,I i I�i i TYPICAL FOUNDATION P - I i ii ! , , � - I-- I i II ��__ - N1 i 2" ____ ti I i. ill , , I t 2 l I-, _ �I i_____i,i I __ � I it ''i � I I �i I ! !___ l I t �_=_ ii I I i -,__ � � i_____ ! i I - -- !! - - 11 � ii - 1i 1;,!---,-I I I�! ,-,-I I ___ I ____- 1,t T, ___ ! i I 1 1 _= I 11 �, 11 �i - I!i -,--, -l- I,t---- il I I 1 1---- I ! - "l --TORYy I I I I--------I 1 I ------I t H I it It )I I __ ill----------li I bi , - - ___ p 21 � � I i-------- I I I , = - - i -__M =11H �____��,,= i I, � - I il I I ! p ii I 411 1% ;I 20" 1 " I --JJ I ki, I-, -,-�I I I-----1 I .l H 11 0 I il I ii Ii i i=-I I i i- I, i __ 11 I - ___j I __ , i -'---" SLOP-D TURNED DOWA EDGE H -1� fl i . I, �,-�,_-"" I I ii J! ______ ------� ____ ! r- (2 STORY) � i! Ji - 1 0 &_� :i \ __ 'I I� __ TROL JOINT-FOR I it ,---;--,t, It 1; it /(_79- CON c� . 7 ,i �T)2 :I --I - ­­: LRQ� il , ­` I __ � � l 1� li L ,3 i� __`�\ N , ii __ INTERIOR LOAD BEARING FOUNDATION AT S.Q�D. r__-1 I FOUNDATION AT S.G.D. b__Or -NO.-F-f-0 SCALE , I _ sT;, (Z±2 I Q I I - �- U - I! I _� NOT TO SCALE - I fe i ,_��T2� NOT To SCALE ; �� I, T2 NOT TO SICALE I i� _) NOT 'TO SCALE ! V, ! i l ,_� I; , Z� ii il I if 1 1 11 � � !I 7 - I ;!-----,----------.-.------.-----------,--,----------------------------.--- _= H - --��----------�--------------------=:�� H 1i - I=- _____.J=_=��=_ -­ ____________- - -�=-------��---=�-,-------------,---,�l-----------.--------,---.--------------------- _­=­=_=­__­_ ____----,--- _________-----------===_=­_­=_­�­­_=­___ -�-,_�--�-�_-��-��--,=�.-----=�� I !!--------------------------------------------------- ------ --- ---- ; _=______ -�----�---=--�-�--��----�-=�----�=-- _____ 11011-N Ii it ---i;,----------------------------------- i� A, 2l ,I I �' Il k__.) I �i it I i i 1, Ii i I ; I I! � I i �j I I' 1i 4" GONG SLAB W/ 6X6X10/1O WWF i, 'I il H HOLD HDR. BLK. I ii It T I! i 11 i it 10 OUTSIDE il RIER OVER it 1, I �_ it ;1 if �i il If fl 1 1/2" 1i CLEAN, WELL COMPACTED, TREATED FILL � 4" CONIC SLAB VV/ 6X6X1O/'IO W�NF I I It I, - it ii I !I I I 1! ; 1i F16 ; OVER 6 MIL VAPOR BARRIER OVER ii 11 if ii it ,.--,; . I- - . .. . .I -_� . 7.- ...-- 7, I I ELL COMPACTED TREATED FILL I < i !I it ,i�--TYP. SLAB !I � , , . l! I . .. --- _* -___ CLEAN, WE I !I "I ; 1 1/2" �I ..: �" __ _­ - � ­­­ !I � I! I it �t : � *., . �-' '. : I . --__ . , 1! I - 1! I -1, I----I I i i-- __1 � 11 � __ - , . ,, I, i . 11 I , I ll .I t _. .- - ; .. I - � I. � . ____ _____t .. I �I I I �� \ . I I � I— . . CA I . - ..- i I - .�. � - . . . I i l I -t I t I� V,A, , , t 1 " CONC S!AB W/ 6X6XI 0/1 0 WWF I . - it I I___ !�i I-----;I i! - INILS I v--_--.- - - . . I il 4� 1 - - ll -1 - � Pi. I---__I lili il I I / il . - . //',1 1 I- �Jif------ i I'I----�I J J-- !� 2- - .1 _-1- . , - ____ - --!71 , � OVER 6 MI � � . . I . I � .. j, , I - 11 -,,_,-_� --- I I it , �-----H, - I H! , - I -I I-, --,- __ , it L VAPOR BARRIER OVER I - . i I __ -_­ �� - --�, - - �i I____ -I I, ­- ---.- . :. �, , . __1!I I-----;i I 1, , 11 I - ,I , I . � I iI CLEAN, WELL COMPACTED, TREATED FILL ---t i I - ,T_Fi i i �;, 7 i -----; I - i l -- --- I 1 1 1------j� I-__ , ,I�5, ____ IL V-POR BARRIER . . 11 I I 11 - Il 71 i I I I � ---i 1 i!----I! I--- . - . . I ---I I I i __ It i ,I!!=:�:: .H 1; I I� ----- �--�l ,I', '' , . I_` ",i I�_-71 I 11 --- i -1 i i I-----I 1 1�-- -�,l - -­_ i!I i_____i j f i��z i 1, -7�---�i I t.... I - I 11 � I I �___' �� � I__ ___l I I ,� -- ___I I �' -I i-i14 �4_- I .� � v;11 I t 1 1 it i - i _::. it I! ---- _� I . I li __ , I /f- - - � i,1_-=� I I __ I - - .t I .. .. ., --Vl i ____ Ii D I -_-i 1 i Jli�__- �,!;�j---.---- 1 _--_-7_ i!,_=i t;�_____i;i i__ ------i'I 1- l 1 1 / i I----i _______!H I - ­� ii ---,!J� ----.;i I- ----I 1,I= =,lit/-,i 1 -- �,1- --- l 1. i 1 i _____,I I f____-__ * � - I I I I--.--- I I J i,I -i . I !;I ----, � - I t. __ I ,-I I,I 1�� 7-i,, ' I 11 _'1% Ii I jit-, - i�,li - - I I� it , I ___ .I � == ,i - , I I 1 !, I 10", il - I I -1 1 I!-- __ A I I i- --I 11 - ___I ; i 1 I I __ I I I I i 1 1 � I __ --I 1,!-1 I I I=!1 1 - �i i I -----!I l i--- ,--,-I I -�l I I I=1 I I I--_,_=) I , I! ---!i 1 I--!I''___ I I�I F� I- -- ---I 1 1 l--=-!I i 1- I i I i 5' i t : ;____ CONT.-::i -!1!1 1 1!i=� _` , 1. ,e �l ---- it- i. 4 1 -=!i� 8" �I I I I - - ,I�_-__ . ! Hil ----I- i -1 , _ I �___J ! ii - __I,,,--.-;I, ______­I _�� i t .- l�,I-- --f,I;---- 1,_11 I-- I __ fl � -) ,I . I. I -I __ i i�- __1:i 1 : 1 i ____ I - i Ill I 1. 1 �;ix� -- I ''I=�__ I �If ,, (I I __ ----i I i,____t, --�� 1W, , . . ____=_1!1i-_-==�iii::=1 :�=_--Ai�;- - ,,,___ it 14 I 1 --I I_-i Ii I A Lj ,I . . 11 -_____l� CAL FOOTING - SFF I/ST2 ____ , �� - ,,- I------- I��� _E I it _7T 1 I l it � . __ ,I t 111�------ (2)#4 CONT. il i�� I t - i! i i t--.-- i __ i;I I-------i I H ,�--1 I I 1----!I ------i I I ___I.-1 I t-l-l'-I f I I_____l l I I-- I ��- ­ , t i� � 1 :I i t 0 - I j;_-. --- I i ----I I- i i I 1 - - - ______1 ''I :l 4 , ,, ­­;I 1- i I,__-__Jjl ==I I - ____,----- f! I i l_�:�'­ I I�i- I i I �! o I i 4 1 __ i # . . I�,� ,1 -=�I --1 i i i_=�1 1 I:��-_- I.I I I i 1 �I . -- I 1 1----- I , I 1 1 1\1 ------! lop SIZE/REINFORCEMENT " I I1,11 I i i --- - W 11 I __ 1--i 1 H it I . ,____ - )I I i� � 41, ''I I!! , -- -l I��� ' ' , I - I! 1i I ---- ��!'' ---,� j--I I 1 I--- 11 I I --.-- ,I I I, it! =1H - - I - It I I I I 111---i H i � '' Hil-, I I - it 11 - ,�1 1 j� I 1! i__ ____ , ,-----I I i f i , ___ 'I l__ �* �­1,i t z, ----I �i 1, . i I -- I � , 'i _' e � TYPICAL FOUNDATION lil-I-l=I;1 � 1 , I I '', I II ___ - i__ , - . ___ - .- it if I I-I, it iii I i ---I I I 11 1-1-1 �1. I I I STORY� 'ii . - 1 i 1 l---- ,� . --I I i,=�; I 11 I - it I �j il - �.= I .1 ,::= i 1 20" Ill, I I !I I I I y I !i 4 I - I I 1--___ i .1 i - .. .... - I It ii ,_ ii < I ;i I I -,,, I I Ill I �, � 1_1 T-I---- It ii � I I i i __ -M I. . It 4 11 11 � .. , - I -7-l , - --- - -1 1 1!:= (2 STORY) I I I � I,-- i - - I i "' I i I 1 1 = t 1 i l,___:_=!1 1 11 =1 i l �i I k i � t . __ I I it [I . (i i i 1 4 I i I ; I i i 1 a- ( ,i i ; � � i 1 t f I I I I Iq - l I i I I I I� l i i I t -11 �; f I !i I I 1i �.I I I I i I � I i7 it � i ,5 'O ARING STEP DOWN !I --) I! /",�, FOUNDATION AT DO 11 It � (9'ST2 i; I D � 9 Akj�DOOR SILL V7. 2) NOT TO SCALE 11 i I I I - - _ !I i NOT TO SCALE 1! i m I! t � ii I! i �i ll 5_T_ NOT TO SCALE 11 _,� i ii I I �Z__1:2) NOT TO SCALE 62 d i� �9 il Ii 11 I- t_-::) I;-_____�--------------------____.,_________.__.___-"--."---------------,--,-,-,------------------------ I __1______-_____--____-_____________­___ ______IL____________------ ----------------,�--�---.,--.---,--�----_____ ------------,---,-,---�------------------------,______-------------- -_____________J! l L_1__ ____.____----F------- -----------------------------------------------------­-- ­---- I------------- -,=--=---�_-_---�-----7=----.---�--�-------�---- - iF_______________________ ---------------"-------------------------------,-,.-----------�,.- 10, % if---------------------------------------------------------------------------------- �_______ -11 U-1 i I; l I i i! 1 1! ii i! I it kl-) . I, ,� It I I V) I: il il Ii i� : I, 11 if e_% I I i t, 11 F l; 1! I �___D 0 I�' ll I li i k-11) I I - i � i 4" CONC SLAB Vk// 6X6X1O/1O WWF I Ii !I i � __J I it ii if DOWN I I it ;l � OVER 6 MIL VAPOR BARRIER OVER i ,T_ I it --(l)#5 x 2'-O" OVER fl o 0� jt I li I! -I 11 I 0 1 1 it i. 'i . , � , ." .- - i; CLEAN, WELL COMPACTED, TERMITE it --I% I 1; - - - � .. - . I . 3 �___�, 8%8" CHASE IN !� - I . -1 e I q I t�.__-- 1 I-, - __ . .I VARIES ,1: -. .. . . .. I - it 1: I ------- I� It I � ii _ .. __��,' �___ L-i 11 - - � �� t. . � � 4i It <-------- - �5 11 .. --I 0 �i . ii ,777T,�_� CONIC. BLOCK STEM it 171�_Z;;L; � it I i � � I I� if � -Z' - 11 - - - - - - - - ,� '_ __ �-_.�­­,tl­ - - I 1 , - I I ___�_�I.I I fn N it 0 , __f I - . . . .1, ;I I- !� I I it - - i - . - L.L1 I ____4 ,I I � - Ji - --------_______,__... . - � - if I ,� , F- _�. - 1 I I- ___i! I H -_ - I I __ \! WALL. v J SLOPE - ii t7 - - v q/ II III r_____1.m____J1__ i __ ___I L `1 I I- -_1 11 1--d I ii I - =-1!!!-- I i I-- 11H - TYP. SLAB �i . � Ii I I I 1 f:--I i i-:-.--I 1 ..� -71,-I"i---I I = I ,I I I i -1 I VARIES I - 1�_,___­_ -____ ;I I I ii - �=S :�i 1 1!,::,:,-,- . . --I -� - - GROUT SOLID I L 11 , 11 I � I . . _. - - I it AROUND PIPE -, __ ) il �­ .- I ,I I I - - -I - I I I � __ __ � - �T:N��l., , 14J� ___ H ­_._ . -- - . l !i____ - - I� . -­ . , - - '''' , - _�� 1, - .- -I I ,:=-:I! I � --i I I - - -! . - I I --j I I,--- - I______l I I i , 1�1 1__ ______ I I - - I] ,1 I,- i I ii ill �- ----1 I 1 . i fi I t I I,-,-,-7' I 1, ;-, � - - -1 I - �l - 1 i III __ - -GROUT SOLID i,I �111 h DESIGN R W ii �_I 111 I1111,111", 7 - ziii !I I COMPACTED I . I ; I - ,I I... I I li I . ___ - - I 1 __-$ i �� -- I ­­ I I , _­ I I, __ t I ____ il 11 .1 �_,f I I ..."".- AROUND PIPE I l I I!" I , l,�_ I I I., . i---1 1 1!- t 1 =="i I----- I I 1i . . Ii - Ii --I ----i 11 CAL FOOTING H il . i I I - i -=--!: -,.- "I .I I I-7 11 - -i I___ I� I l--=-- I I, - --- I-- DRAFT JIV E B I I i il � !__1 - - 7. . - .0- ----,-.I I I i I i l----I l 11 I—__ I I - I SEE 1/ST9 :�,,I v q-11- SAND FILL I I - -. I I 1- .. r � -1H1------ I-,_---_;i i� Il -_ ,I P - il I �, 0 I 1--i-i -I.''- ,I - - I I !I _. I __ I! ____ - !, - __ - - -, l! __! I 1- -1 - .-- . -- I - 11 __ --- I _______ FOR SIZE �; I I I'___71 1 i 1=1 1 1 I=THICKNESS i � 1 l ,- - --.-- -- - - I I ---IT,- ---- i I- -I,!!;� -,-!I i __1 I I I I/ I I .1 I ! - DEEPEN - -. . . �!.,.,I I -i�._L!_i_-,-1---_­, I I I t El" MIN. -- - -.. t ,---I i� --I�� ,1 I, t - I ----- 11 I il !I;1-i it�­I,I---_ I I __, , -TYPICAL FOOTING - SEE 1/ST2 I � I it I 1- REINFORCEMENT k i L,I 1 It - . ­ ---_. -, __ I -it Hit � CHFCKED EAW ! ii I! I , It � l 1 i I; I i-=' I - . .�--- � __.. I � - it I----- I I I I I - TYPICAL FOUNDATION Ii i - - - , - i FOR SIZE/REINFORCEMENT 11 H il 1 . I .. -1 111 ! =_A --: -- -1 I:I I �. I- � I i-t',- ,, --- -, --__, .... 1 1 I H, � � . -11 -L 1 i,_____ J I I=- 11ij l ;; , � --------- - - - - _____ ------ I - 11 � I Il LOCATION AS REQ`D TO ;i I - - - tl _ _1�� - � I - li I I li I � _ _ it I 1. I -----,1 1 1------- 1, 11 i - I- - i--- iA __ __ I -,- , _____ i SCALE N._E S. i R_ il! i � i- ,-,-: -. .-I 1 -,7 11 - I i, PROVIDE PROPEE � , ;, it -1 I - if 11 1, I; ii I _ , I ; 0 ., ID ilt� I I I - I; j 1 ,=! 1 ­­ - I I I I i ll ll ! -__1 I I- Ii � i I 11 I FOOTING DEPTH. � ; I I i_- - - -- I 1i itl ill �i - . l! I 4i � i ; it il I i I 'I I 7, - - -1 11 3�1 1.2012 I if If�7777 1 1 i I,-- !, ;I F It ,, ", t, 1 1 _DLATTE �� I ------t !I EP DOWN - _ _ ii a- -,I - ji, "I ri- NON-LOAD BEARING ST' I! -- I i i � I i;___. .I � !I c f1l;= ,-=I I t 1= Ii V,�IT2 NOT TO SCALE I l! ;I I 1:� if _ I ii �� =___ �jl , j--)B NO JOB I it _____ i I Ir 'D. ,,,.. I ;I �� I i (MAY BE USED AS SUNKEN SHOWER DETAIL) ii '] - I� 11 il A -.- ;1 - I y � 4 it - i 11 fl I � I !I ni rry CHASE fl I- I FOUNDATION ILITY CHASE - LOAD BEARING STEP DOWN I S4-FT. SQ.FT. I i� _W1 - t_,�_, -_A ! " I�i il I __; 11 --1. I fl \�1�2_ ( I �i I i NOT TO SCALE _� NOT TO SCALE �3ST2 ;i 1, - -.1 1, it I! NOT TO SCALE ii I ,,-I--1-111 @99 'I 0 it I it d i i I Project Engineer: I kk -----:L I! I, � �; 01 I ,______________________________ ____________________,_________------___ - __________ - .- .1. ________------------------,-------------il-------�-,-----,-----------------------.-------------------------- ______________________ ---------------�-----,---------�---�----,-�---.------------,-�------_________� --------------------,-�-,------------------,--�-----,----.-.-�----------- __ i 1 1 I I � I I! ,i I I I -1 j-4 I I I 1, ii if STANDARD FOUNDATION DETAILS I I il MONOLITHIC FOUNDATION DETAILS il STEM WALL FOUNDATION DETAILS li `1��- -_'ieth A. `ilillhodvvaj�rl FDF: ! I 11 !, i 4 I Elizal, - d, E I Il !I---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------- --------___ , , I ... ! i, - I:��; Prok"Scsional Engineer i - I 4 atop rn il:J I I I i� - 'R� fl 0 E S E DETAILS ARE INTERCHANGEABLE WITH THE I I I _ riu, icf or other struclural vertical construction A "', eri,,�e i i Qte" Wood vertical construction shown undation details for clarity, Wood, cr � : � FI �I ic,c No-61 9 I$7 THESE DETAILS ARE INTERCHANGEABLE WITH THE it TH r I Found n hate- � !I 11 i� - -1-1- 1,'� -- - - - I , I �-,I I , I ' t- � I I / /L' / I � f�"l - li I-, k- / fl STEM WALLS FOUNDATION DETAILS. 11 MONOLITHIC FOUNDATION DETAILS li acceptable - see ST11 for specifi c s. I j�- - /p,,L , - - I l ;1 ,� I i 1 I ,�6�,/v� � ,/ ,I �.­;z Y�'_/ L / -,' "5, ' I , _I / I �. , .4 ", I e, 60/��J _______3_______ l.-�,, I . 1,1111,,,, I I ____ ____-----.-1--------.-,--- - ___________________.___�----------____________­__________­____ -__________--.--------------,------,---,-------------------____________-------------- - -___._________,_________________.____._________ ­­­­_______________­___ __________________________ .11-x V 11 - - - , - , __-___1-.T,.Y-----------�X-------�--.-.---------�-.1�ll,�l---- ������a�������� ��,-�. 1-1- - - __� __��-�� _��_­4 1� 95t" . / __ __111 - ­_­ , , _,___________ v_____ --.-----�-,.--.-�-��--�����;-F-----,__- 1,� -----� ____ ,�_ - ,� I I " ", --I I F__ z- ��­�­ ��­­­_­� I __-__________ � \ it ... _,,�-- - I - �I I 1 ------r-- !I jI\.. H *', , I -� ---------------EPDXIED ATR 1; � ,11 I -- � �i I _ Ii I ___ ,,-I--,---- V EXPANSION I �! It _­I " l \ / � N I TYPICAL FOUNDATION (2) #4 DOWELS, PER TYPICAL [ � !I I T 1 I.'�` I I ill,� I-___­__F----' � �_ 11 i I 11 i i --HOL.D-DOWN PER I JOINT 6:550 ROOSEVELt BLVD. ii �I I I � it I !I I Z EL, CAST INTO PAD f t _____ 11 !I ::::::::�;;;;;;;,I -____-15 i - .q _,, � I� � I � it ;_- --- DECKING 4 i i I i F------------__r_T___-___-7- I i---------------- I 1 �� -_2 __---- It .1 i i I f . I � STRUCTURAL PLANS it _1� - _. - - . , 11 ii I i I I I/ I I I! ii I - - � � I ,,,I r � �� . .. . .......... - j, ,,, ,,JACKSONVILLE, FL 32244 1 (1) #5 VERT Oc, EA I I /- TYPICAL FOUNDATION I I FOOTING OR EPDXIED W/ MIN, 6" I , i l i f !I : i, I - I - CH Il If \ I ! I � I'>_t � I _7_�A_1 �, � - j� f .. _____ __________________._._____ ; � I i i� ." ". _ , . , I I I 1i I , , L " , �_ \ , . 11111\ . _. - 1 - I 1. (904)680-62- I ii � 4 1 I i I EMBEDMENT, CENTER ;,'+" IN PAD I I I - , ,, ,", , ,�,)... �_ , .; - - � � I I __ � - I � � I � I i _-_-_-� / I , �,­�'�,,�;� :", � ,�, _� .-Ilg -- 'I I I I V � ,-�' SIDE OF STEM WALL I I , l I 1 i i " -, , I-P .- , - - 11 79 i � � I I ; � 1 ! "," , __11,1, �­­_�,_- \ I I . ,,�"� . - 11 . 11 . � I 1:�,' '1� _ - , � , , - , I " � " , I I , -�� �,�',", ," , - 9_1_______--1___-11.__--- I - -, � � - TAND, 1, , - � , � , _7` -71 T ____-___­__-----­ � � I -1,S 1�- � , - , � ij I I 1 ,; I h! , ,,,, '' , , - , , , SLOPE , - i I 1 � ii I,li2k- _________________________ I <'�/,V/, �,�,� ' ' __? � it ,,_ vl, i I��,v",`,�,��,,, I 77777�7,7\7�7 - i HORIZONTAL #5'S I I"" 20" 1 �l I' ; i i t ; I i FTN'G. PADS 36"x36" & LARGER: 1 -TYPICAC FOUNDATION i � �,�,�i� ,"', ", 11 HEIGHT CHANCE I, ,�f i 1 ----I 1 1 1---�1 1 1 ! Vi � i i I �, � , " . , - _ " , ,"�,I , "' , - - -__- -----I-- . 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( I \,�, 10 , /_iL�_� C __ -1,I - - /.", I ------'I-=1 1 1 1 ---____­ � I : - / � "I" I --, " - ", /,, " -- I - - - -11.11 1 - 'i 1'� , , I - " ,/, _� ,// . ; , - _\ - 1 511.11 1 -1` , ,,1%<1 - /� � -.7-fl ---I- If -1 - J �, ­', la-,D� � ! i I , f i 11 i I !- CLE N__G6M,PACTED . - I il-____4__,J___,- ; �111�1�11, ,�/,­,,_, . I -i-ii - -0''-T---!f l' _______i J _/ ------I . ri CL,I 1 1, REBAR l 2 1 l q I if f__T1_-9- _;� �! , I I- ­�!� SLOPE . l GRADE - L, �15 -14-I'l- ,­,",' ',"/ST2 it. �,I ,�"_" ,, , ." , _ - -DESIGNED i �� i 11 ,I I. �', /',",�'­., - /'. " I - II ilil -------!1 l I li 11 #4 VERTICAI I ,111'/\""",,,�,,,�,,1;_1,I�1�1 11 I - ,,�-,",,,,, , " I ---1-1-....7,-t--,- ­,-i-i ' - X; ill 11 I i! I q � i //'",/', '<,��,,',��,_ -- ,,�;"`,­�,,,,�, ,� - , :I, .Z BY OTHERS. i.�,,,_­I 1 . I I t /,�' "",/"�" ,, ",, "�' , ,/,\' ,','\,�,,�,\�\,� , _. � - - I- � � i �I , _\ CONT. REBAR �=,_--- _________­_____ 11 "I, ii I I, ,,,"����",,�I , /� . I li i L-1 ,_�� - ,-J � I A f_!!�__CLEAN COMPACTED GRADE - V_ ____ I' , ;if- p J, I _1 11 � , , , , , J I- 1, I /T wl i 11 -, - Z 11 11 �i � ':1,/",,,�:, , �! ,, _N i I ___ i I CO - , ,,�" I 's 31i �ijf I !I il I ! SLOPE __ I, ,�,,'I,"', , , � - 'L , , 1A �:,," I-- __ -1 ,I I I �, I IC �If ,I I I ------------- ----,---" REBAR PER I ,,,��,,�"", " , , ", , ,, , �,� I­� �� "',\�-,:,,-,,"', , ';��,,, 11 1, I I I P�_ I . RN T � ; I ---,,[ ,I : I ,/;��',"., ,, , �, 1, �'l", . 11 - __ . "' � I I! :C 1-u 0� I ________________��, I _,_ RADL , 4 i li TYPICAL � I _.`,,"­,'"I I �, I,;-­-­)-,";_,�` _ "", / .. 'I 11 it _,�,___ __ 1! I il � Q 11 �i � I I, \,�,�/:�� , � " /_", " , ,, v, I - __ - \, - I C-1 � - --- - � ; I i I "I', , - � -�� � , \� �� /­<'�,:","�,��\ I , � __ L n : A 1, , I Ii . - ----_____--__-____ � , ___ - ____ �� I 1 , x� '�L '�_� '�,',`��4­11'/ ',,� 1 ?l r_1 115 lf� ill J ,I �-,`,,:'� � ,� �, V- 1, �F L � -11 �, ,I i lit J -____ - / ! I i � -1 I . 0 , � , �, I - ; I I! ______m_ - - __ - I - � , I -'N T 2/ I I, L_ 1i I- --- , _- _1 i fi I - 1, "I 1, _ � - , > r�l I e - � I _1 1 -7-7 ---- :Y- < 1� �I FOUNDATION. �"/�,�� � " � �1�'�,>"�, .'.� I­', . �',,­ I 4 Q� I � I - i : I .1 , . � 1,1:,,��,". ,I I I, " (.) rr � �___ ---- - �, , , �,,� ", 6 i� I ,,.__L_��,�__51 - --- ------ i -�f­-,� i __ I i �i , , I ,,, ,,�-",,, ­` -�, , _I - '' � - 11 I li < i- . . . 1. , SEE STRUCTURAL __ __ _v----., -__ --- I �',,�l�,>',� , i i ./ I i �, , . �,X�,,' -_ "_, , , I 11 il a- V) - 1, 0 LL-1 Of P 7- ! o . r li 1 , , --c c�', I J) I \_--" �.____----' -_____________­:=�- ,"I , I "�,��"':�,'�'/ _� , � ,_,,,� ­,"", - I! I , � I I I-,- l__ __,__t-__-________3- :-____.-----7 CONT. - ----- ;I I - -TDETAIL , ,�",,,"-/, � /.,�,� " .. --: I""'�, ���, " ,, "I., � it 1� - � l­� �, �� - I 1',�", 'I'll", ,��-­,,-""/ I ,, , ',,�, ,,','�," "�, .. .. , Ld i I I , ,, I , , , V/- _�� . � � , , , - - =====- I f it F,nl:D 2� � I 11 -w,Z5`c - =�� ,',,,, , . L.- 1 , � ;P � I I - - i I--.---,________-I �il ________4_________� -_ " I" of I -D_::)_1 REBAR i �! I' � ­ ,"�­"".";,�,', I ' ' *__ .1 �v, . I '. , ., �,/,,,,;,, ,, ., 11ii, ..............��_-1111, I! ,\�,/? f� -_ . I 11�-"",\,�,,- /,��­ /1,/ ,�", �, - ,,, , ,/'�, 1--A.- �7 11 FOOTING SIZE, il ,,,,6 'I,/"\ ,__�, .., I it _E I 1) I i___- I . i; t ii � 'I ,/": ,� ,"�, , , - -11" , -`/ I . � - - -- ,l I , - - __ , - , , , 11 i ------------------------�____- i -_____1_J51 -1---\- .---__!Jk_._____; I I ,11/1\1"I'11�, , , , , � ' , - ,� , ,, --,,, ,J If __ - I I < �_ 0 . . . -,, SEE STRUCTURAL I , -______�l .I , '' , , 1, �� � ' ' ' ' �� , � , , , _ . i � I I I I '__'�." , ' " ' "1�11�1`1'­ ' - "" ' �', ,_ � , , " , . - I I ! ",�, �', "/ , / , ZZ-�__ Z� 11 5 D cr, ; �1,�,. ,� ., , , - �, , I I I , 1�,, "I -\", �"",�,\"/�," C? 7 t i I .__ 1'1� , I , - , 1, � I __ __ it < i- i z - I I, , , , - , , � - - _j ,I-- �� \ I C� A, - - - ----------==== t I CL !-5(\\ 1 ,- --.-----4---.- i - __ 'r � / ,> " � ___ - � t� � _`II_­­­ - PLANSFOR PAD -I � I �""�I " , V I'll �,�,�,""<',-","',�",� , i r REBAR SPEC'S, W � � i �5 q-_ ­''L:�/1�\ - - \,',I��,:,,' _��,/",\, _1 1, JI"'"x- , h I 1\ \ _ '. �,',-,,','�!,>",,��`�,",��,`,, - , ,� \-I I, ', 'I - , L ' . - It"1400 ; __ - , I FOOTING SIZE, Ei,:::)Z -1 __ : __,, i �, , � >` 1,1, � - � I - - -�- ,\,�Z �,:""1�,/1""1,'�,,.,";, , , , I 11 / , A,1 , �/�, _ , , ; - ___2e______ I -1- I I I \N�9��`/`/-1 11/ , �11,1 1�," 11 'i I SEE STRUCTURAL -_,________,J_----1 �v ,�,�-�/-,", , , !I �CLFAN CUMHAQ �<'_ ,,;�,�- g I I -,L,I-"I I , / 1,/', 'I'll , , ,,�,'�"., , --le i 1 C l i I C)_j I I I . - __ I R SIZE o_::)a- -_____. ­­__- __ ; 1 i �,'� �-�SAND FILL �,,`,,­,­,�-',,',,,`,,:,,/ - , / ,�,, , HORiZOMTAL REBAR ,I It I - o I ,�, � , , � , , ,-, - - " I . . -:1 ol - ii -1,--------� I ; ,/�, ,�'"L�,,, I I it SECILON \LI I - �_____ I li , -�,,,� ,/ -,,/�:_""" �,I-'-,>`_","', � " . -t_ . ,."/, �� / "// (-� � _- � 45' 1 --- , , - I I 11 � I 11 , �" . ---��V_ I"�, , ., ''I , I> - �, 24" � REBAR SPEC'S. ­_1 * I I ,, , "', PER ST2 I! - E 11 - Pf ', �L, , :" , - MN. 'i /1_1'15­1� STEM WALL W/ 45* CORNER DETAIL _�V FACE VIEW 1�­__4 LOCATION & I I S'-CTION VIEW E ir, I �1 I -1 , ,/." ,�, " . I,�,,","� , ", , t- - - - %I - 1i - r- - �� � ,,,�,, - --tl -1 , , / Y"" E C'S. - ___ - " " ". ", ,,,, I ,� I\ - REBAR SPE ,"":�<', /,\".��� , ,� ,, , - - �7��2) NOT TO SCALE � R I I i ,,,,, . - \ , - I X N , . ,,_�� � -,-,_, . 1, � , '7/1,� , 11 - ! I __ I SEE STRUCTU '. \';', 1�I�,,;1 '17�, - ;z�"" _� . �- 'L "",,,",' , �_ '\ \ �, , -LL - \ ', ,_ I /I ' 'I 1, '' 1 1:1 _ � - ,>1\N,,", I�,`� , , 4i , ,, " � , " - " , i RAL i , , 'y I , �i >/,>�,,� ,,\�­ '�",,� I I PER STRUCTURAL PLAN I CLEAN COMPACTED -�, � I , , - - � , - I E 4,A I) , E 'I- ' t , L 4 � I I I � I I I I �/__ -1 /7,- 'I' _ MI I _ __ 11p, Ile - " 11�71,_'T_l I i i,- __ I - I __! I - A I I i r � �- i I IL I 4 I - i =r�!Ll I: - ; I I � : I I i 1, "I 11 - I' - �I\ I I 7H i I I li - I 11 'I I U__BL i T� I -,_Y, l I " __ I _ _ __ __�7 , __ , I L_ I �_11 I",I I,i-,,�_." I it I, - -,I \1 _`\ , , , ii i li---- , PLANS FOR SIZE, ii - , ,� 1� , , ri 41 �l , - ,� 1 14' 4 it 11__�, SAND FILL it "'I"" ,�� STEM WALL HEIGHT CHANGE MONO SL �, � �,,,\��,�,\ ,� ­,�:� �''L I N �� jl - � "'' , i , " ii t 1 17 � I __ - QL �,",",' '� �;,�,'�,,,'., " ,, "�,, 4 , � � (�E '3 AB I' I OCATION & FOUNDATION @ 1� I I , ''.11 , ST--) 11 I '3 NOT TO SCALE 1; - il ST2 NOT TO SCALE � 1, ' 1'3 , I <_Ne � � � �__ I ST2 I NOT YO SCALE it � C_,S�_T2" I U REBAR SPEC'S. 1i I -ED-L , ,,,. - � 11'�� I-Z_�_ I I! 1�7T2 NOT TO SCALE FACE VIEW i ,,,'�;�_",\,;,�'­ ,:" - -�,1, . �`, 11 � li _ li /"�,t�' I' �� - ,,��,I/ . - .1 I I - 11 14 I; 1 - /� " I , ,1 i fl � ' 'L''I I'll - 1. I, - L__,_____,_ - !I ____ it ___ __._­_�_ _11�­___ 11 I I I � ,:,�""I'll'," I ­_�'­­_­ ­�._11_1�1__1-11--1 ____�_�___ 1, __�_"l_� --.-- I I