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MOTOR COURT m ! •• o 0- >- u I I r- 0- I j zz W- x pQLQLqpU j -- ►– O w rN O 43 it 0 U u d) u I i � I I i i I I � I GARAGE I I -------------- LANAI ---------- I I j I LU IL rn 1 I l • Oi m lu 01— - - 1U d)a i ----� i i i 411-411 ® j N ,♦,, c6 i I LAN,41 L.... _ ...... ; UJ 1V I i i VT i ------------ i W -- i i i , i ii 0 A Fon !------------- l..l..l ].L I --------- L— — — — — -------- Q) S O I —i---------------------------------------------------- ------------------------------------- i i I i 10 IB,R•L• i 6 89'2510"W 215.62' a i I I I I I I - � I � I^ O O 11 I TE PLAN to v� Scale: 1" = 10'-0" n SHEET i I 90 933 JN!NOZ '9 JNIC ing HOd�19 OilNV-lle JO AM I I1 D UTILITY &' STORM SEWER EASEMENT : I - _ ---� JJ I , -- FOUND REBAR wiTNEss 75025 1 Q E 2 . 0 O (216. 44 TO W1 TNESS IRON) 0 L / 01 IRON.- ,L-86702 ;, ) �? � '� •�. `, >p i� ao ;p ' .,'t ' �' ':,`,` l5L °l;t �Sl , ,l +rya• �'f'�, 1 \ 'q `\t ��P,q � u1 4�.t \'"<a ',^ VI Ul JAN o CD 6 `,S � I ---'-- �, 1 � t_ b, - � ' L;�k ��� � �� it �k � � +�'- `•�7'S� ` ..,.,...t' ..1...,.. .,.. _. ,.�'�--��•+{I..�:�-_.-_-�---`._.-, , -....�-..-.-.�:...... ,....,,._-,.. -- — \I� ��p < P�"f - � �. `� .�, 4, �t ���s.. •� I� I Ate. q�„ i ' �I I �tj ,` ��ti �t�C �H �•-� L1 J cy C/-/ MOTOR COURT R o< 3 DAN O �y „C / ® '26 0 A- AKi E, t ,S'Pq o q g70 � 'w � 6,�A - o Cq s q 2,3" / /2 %°�9 OA / - /0 L� , R q � h LAN I r °, i 1 , r.: �'p I O _ -1,3,1 ".:�. _ 1 r- �O Lq G' 1s 7:i 1i3 ;I \ „ V Y * 17 6 �I rr F rl 70,;o 1O P f 8'Pg9 �i ; aP _ EN JJty, I_ it �y P ow /r d c� wr 93„ y� y Iti _ L� IJ�J 117 7 PqLANA3 P _ tea, CD •! 'S ppq bdA M 7s.P I - t o 00 73IN (J) 1 2 C i jt ;1:���1 rr IAN C Pq 12 �0,;o wa " rr , it ,o `�� w 312 (� P 4 2 ;, 0 72-PA NN, W�w f I - ,.,,.. ,u.a -m..•cun•_•wxm.suvw vu.szss,- ..I °.,,� A��Y°� •{ \ \ �� � 4T��"�" � \' � - [ - � V.P 4 \ �� ----------- 0,L PA ° 69,25W v AR 's —�--- 125.0' TO RE � a 1 G RESTRICTION/`/ {/r���y� 1( W 2 75• 62 INES / 2V1 0 ); I � ! LI, BUILDING L N I yo o � m o b r � Oa I N Z �o ZN SON O Z ZO Z O Or Z z x Q) C-) `C d 5 i im L T -o • _ MAP SHOWING SURVEY oF THE NORTH 150.00 FEET. OF LOT 5, BLOCK 9,SELVA MARINA UNIT NO. 5, AS RECORDED IN PLAT BOOK 30 PAGES 29 & 29A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. I JNINOZ'R ONimin8 1 HOV30 OI1NVllV JO AdI3 i 1 _ _II 1 1 6 116"PA LCO YC K 9 , i J ' 12" A 15"PA Z B L ' & 12" 1 UTILITYMENTJ ; 1 5EWoE�Egg IRON) i2�P 10 rz- �-� �p 1 k, TN to r ^ 1 J f• �� TO J J J 15PA ^�o .. v , 1 J J JQO (2 J J 1 c N 0 it y tT1 JJ ;X10 ET , - , psLAo 1 J J N 75 13"PA n 1 J J 1 C t rn J. JJ 1J J J J 26"Hf _ W TNES9 Z iFouND REBAR J 7"PA " J I�' ' 10% D -G 16-PA • ' 1 6"CH JO"CH SPA , 72"PA 1+ . 1 J J J J J X13 PA ` 1�4"PA3 P23HI A 1 15"TREE • 0 i 1 "6 PA 1 5 PA 17"PA 10 1 0 3"*'Mr , 10. 37 HI A =Q 9 J 14"PA ' 13"PA f7 PA 1 36 qw N�. J ' SWE 4"PA L0 PA 1 14"LA 00 ..�� �2"PA � 11PAI 0 PA *0 PA " 1 � 3" 6LA " PA (n� < s PA 91 Pa , , m 11 -+► �' NOTES: ©101A 0 1 �13 L 0 8 PA ..a Z THIS IS A SPECIAL PURPOSE SURVEY TO SHOW OPA. 4 PA 10"LA Ln (�,� 11 tT m 12 1 p TREE LOCATION ONLY. 20" a 10"L 0 ' 0161A 0 tt ...a. ,� 1•�. 15"PA Qs"ca c 1 ` 101 0 t4-"p BUILDING RESTRICTION LINES AS PER PLAT. T2 PA ..�• 7"WAX 1 1 J •;�` BEARINGS ARE BASED ON THE CHORD DISTANCE OF O , � 1 "PA t ► THE EAST PROPERTY UNE OF LOT 5, BLOCK 9, BEING�oPa' 10 101 oc 3Pa 1 OVA TREE S 13'59'45" E CALCULATED FROM PLAT BETWEEN 13131A 0 • o, R1 FOUND IRONS AS SHOWN ON SURVEY. � 6CH ,. Z C'1 10 PA f0"L© 1 13"PAf; B"PA "� -- W11 TREE'' 1 12 PA PA r' f0 PA 10 PyA� � TREE LEGEND � 3Pa T1 'Ti9 Pn E END THE PROPERTY SHOWN HEREON I Ln A N Z 8 PA 27 Hl� 1 PA o ..i ' \ � 1m APPEARS TO LIE IN _' s"Fa zPa , rbP �+7Pa � sPA � L 0 = LIVE OAK FLOOD ZONE X X SHADED and AE (EL 9) AS WELL - -{ 49 MAP `1o•c o , 1 LA 0= LAUREL OAK ' Z N'WA,' +�� '3Pa isPA �Pa \ �� PA = PALM AS CAN BE DETERMINED FROM THE "FLOOD INSURANCE RATE MAP COMMUNITY-PANEL NUMBER 120075-0001 D, 3 PA 2`P "I'o I ' N 1 m lo` - HI _ HICKORY REVISED APRIL 17, 1989 FOR CITY OF ATLANTIC BEACH 1' co a � 13 as f3Pa CH - CHERRY O c- 13"PA 131PA 13"PA 131PA \ 25 Nl� .. ^: ) z PA �� 1 A TA = TALLOW DUVAL COUNTY, FLORIDA. 10" rs�ba 2 " • io ��n �� ' � 1 TREE= UN1D T L G \ 125.0 1081 �N � EN IFIED APPROXIMATE TOP " 13"PA 13"PA gU1�DIN0 R LINE 'o SWE = SWEETGCIM . ..� ESTR - Z MAP = MAPLE OF CANAL BANK fi5 PA 12 -AL12"PA w Z c m 21 PA 112 PA " i0 PA 2Pa f2PA 12Pa n, 1 011 WAX = WAX MYRTLE 12 PA' fO P* 17 PA 13 P , 12"PA * 7"WAX 6"WAX 12 PA 1 13j~PA Oft rJ 2 % 19 � "PA 13"PA � ' o� �v •+ L; o. H SPA�10"L D - � m 'm 1� 5 1 0 C K 150.0 FEET) C� ,m CBT THE NORTH 1 (EX , 1 - 275.00 --g 77.p5'36 j P.C. � 4 LOT K 9 1+` B L O C THIS SURVEY WAS MADE FOR THE BENEFIT OF JOE i FITZGERALD AND 1S IN COMPLIANCE WITH THE 1 MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 61 C17-6 OF THE FLORIDA ADMINISTRATIVE CODE. 1 I i DONN W. 1300WRIGHT� . . ' UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF; A P M FLORIDA FLA. LIC. SURVEYOR AND MAP IS FOR INFORMATIONAL PURPOSES APPER No. 3295 LICENSED SURVEYOR AND'MAPPER, THIS FLORIDA LICENSED SURVEYING AND MAPPING BUSINESS No. 29 j3672 ONLY AND IS NOT VALID. � I •-� l � - _ 1 1 l . FIDE. DRAWN BY. B-OAT)NRIGHT LAND SURVEYORS, inc. 1711 , SOUTH �SCALE' 1" = 20' 2001-161 LGH `5th STREET BEACH FLORIDA DATE:MARCH 8, 2001 SHEET 1 OF 1 (904)24 I1+t. r it f f I A U4 �u z o �, I i N Q U (L d i LU ' IL - 0 .4 O .4 O Q N 1A } W III � Q U 4 Q (3JU Q ® ® JU 4 V I O i 3 fllt? Nz O U LotjE I o r, k ® 8 1 v-a QC .4 2 Ik ar o n ar1 ,01 . rj):3 (Y f N pL � Q UwUNUA-. aa Ask o G mac r oa GENERAL FRAMING/,LAYOUT NOTES: GENERAL INFORMATION: II SQUAREFOOTAGEASSESSMENT: '— 1) EXTERIOR WALLS: - 2xro 02 SYP a 16 O.C. TYP. L° - 1/16" OSIS W1 TYVEK OR EQ. VAP, BAR, D LU IL Construction T e: T e V I - HARDILAP COMPOSITE SIDING AND TRIM �p �p 1st Floor: 2-153 sf - R-19 INSULATION SELOUJ 1/2" SHEETROCK (2001 FB C Table 600 2nd door: 1216 sf Uj j Unprotected, Unsprinklered 2) ALL WINDOW AND DOOR. OPENINGS PER MANUFACTURER'S ----------------------------- SPECIFICATIONS FOR R/O SIZE, JAMB SPECS AND WIND Total COnd, S Ft 402 sf REQUIREMENTS AND STANDARDS, C� - Bui Id i ng IS LOCATED in wind-Dorn debris reg i oil. - GARAGE DOORS SERIES 280 - D.L. 25 PSI/T.L, 31.5 PSI LU ' I WINDOWS LESS THAN 18 AFF TO BE SAFETY GLASS " orage/Future SOnus: 610 St V Structure Height, 31 -2•. +/- Garage: 108 sf _ 3) INTERIOR FRAMING 2X4 TYP.,� 2X6 AT PLUMBING AND BEARING 0 v Mean ate Avg.= ------- WALLS > 10 HT, FINISH 1/2' SHEETROCK (5/8 OPTS Lanai : 894 sf Stories: 2 ' - - Entry. 212 sf m 4) PLATES: 1st FLOOR MAIN: 10 1 1/4 PL ------------------------ (� FLOORING: iro" FLOOR TRUSS W/ 3/4 T4G CDX -- ------------- LU 0 0- - Basic Wind Speed 120 mph C3-seconds ! SUBFLoo TOTAL UNDER ROOF: -1123 sf 14) z 2nd FLOOR MAIN: 9'-1" PL---> 20'-1" TOP PL N -�-� 2nd FL DORMER PL: 20'-1" PL - Wind Importance Factor. i GARAGE ROOF PL: 10'-1-1/4" PL �. f �Jlay.I" �1�Zs� Exposure Ex Cath Or : GARAGE CEILING PL: 8'-1-1/4" + leo FLOOR DROP TO MAIN 14 p g y i�P�2�co�s 93 Lt7 FLOORING: 14" TJI FLOOR JOIST W1 .31411 T4G CDxt'` BONUS/DORMER PL: 11'-10" PL - Internal Pressure Coefficient: PER ENGINEERING SPECS 5) MAIN ROOF PITCH10/12, OVERT-TANG 16" TYP. ENTRY PORCH: 4/12 "� � - SE1= STRUCTURAL ENGINEERING SHEETS INDEX of DRAWINGS � 1 � ,� � m i - REAR PORCH: 3/12 FOR ALL COMPONENTS, SPECS CLADDING - DINING VERANDA: 5/12 AND INSTALLATION REQUIREMENTS IN ACCORDANCE - 2nd FLOOR REAR: 6/12 A-1 Site Plan LU WITH SECTION 1P Oro- 2001 FLORIDA BUILDING CODE. - ROOF DESIGNED FOR ARCHITECTURAL SHINGLES ROOF PER CONVENTIONAL FRAMED LAYOUT A-2 1St Floor Plan n 93 FROM STRUCTURAL ENGINEER _ A 3 2nd FI [an IIS — rc• I 1/16I, OSS ROOF DECK UJ/ #15 FELT - CONVENTIONAL' � FRAMED OVER GARAGE/GAMEROOM Cal� I 4 STORAGE AREAS A-4- Front 4 Rear Ir Elevation :: IVE 0 I 6) FOUNDATION SET AT 3-4 COURSES MIN. ABOVE FOOTER CAP, r . VERIFY AT SITE. `x A- Side Elevations crr�� r-� ��c, ar CONTRACTOR TO VERIFY SOIL SUITABILITY FOR CONSTRUCTION WITH OWNER'S ENGINEERING AND TESTING SPECS., A-(0 1st Fl Electrical �) ; INSULATION AREAS TO INCLUDE: A--f 2nd FI Electrical o o - ALL EXTERIOR WALLS PRRQVED Z n - ALL WALLS ADJACENT TO UNCONDITIONED $FACES I °�� i0 L�EACF1FFICE section Page ALL PLUMBING WALLS �- - ALL ROOF RAFTERS BENEATH EXPOSED ROOF MATERIALS MAY Y 2905 j z r 4 nclat I on Plan 8) PLUMBING BY OTHERS - u 5-2 Floor Framing � S) HVAC BY OTHERS Schematic 1_a�O t � �( S- / Roof Plan 10� PR JECT STRUCTURAL ENGINEERING OF ALL MEMBERS , BEAMS GIRDERS AND BEARING POINTS TO BE BY h�mat I G l.ay0ut SHEET I ERTIRED FLORIDA STRUCTURAL ENGINEER, COVER I Rev1slons ro'-2" 11'-4" 6'-2" 23'-4" 43'-2° 2"1-6" 12'-0" Q N Q lu 10 x10 FRAMED COLUMNS W/ MOULDINC35 '-O" 4 u �0- 4-l0 cv lu z QL pi ON 12"xl2" BASE TO 12" HEADER SOFFIT - z Q Q O6 DK 12'-O° 12'-O" Q / a0 Lu/401 FCs � _ , >k l0'-8" a o u m 'e N ��� 4' 2..149 U) 1 O 1 -O Qw > � ® - — - — - — - — - — - — - - - - - - - - - -- - - - - ® - -- - - - - - - - - - - \ _ uQw - -- - - - - - - - - - - - - - - - - - - } COY \ � 5'-4� / s � D — - � d � FRED PORCH � � � u � SCREENED PORCH Q u � z � 10'-I-1/4" PL 10'-1-1/4" PL (K I 6' FENCE d O O + 4" STEP O _ O ' N9 I ,� O _ + 4" STEP cU WIC UJ O o / 0 -1 u pl 4 S�_4n 41-2u 8•-0" ��_4in 6'_ " Q 3'-O© LL I `Q I LL _ u Z O 2-1'-fou r I " i n m o INING RO M ° � O _ 6-4 _ Q z O La 4O a 10' HT TRAY a 2�'�u y�"8n 19'-4" `� i S_O O Q cn N z tX —71 z yj f � z . � ' SH 3060 FG 3016 8 F TO 12' HT ( ii 8 -O n _ z F- Z z SH 3060 FG 3016 $�2'� $'-4" \� '.Q" 8 I I SH 4060 2x80 R DR 5 4060 , , O � O jZ N O O _ TE= _ SUMMER KITCHEN �9 u L W u c� W/6016 FCx �S'_O�i N w/4016 FG W/6016 FG w/4016 FG CAS I j U :3 O R, 068 Fr. Dr: I OUTDOOR - - _N - - - - - - - - - - - - cv +� \� \ �\ �i��UO W/3o16 FCx' I O a� I SHOWER z W z Z p - - -- - - - - - - - I a I ~°ham — — — 3068 Fr. Or, u U1 u cA u (L ' x EFRIG I IVHT p SH 30404,-D" W/ ICE 10-I HT 'I 1 l Lm I I O � �u 2'-O" ED s-Id N =7 FIRE LACE m KITCHEN O `� ' I GREAT ROOM AT 30" aFF = UP 2 s AV I _ �� 1 10'-1" HT i---i 1 ' i �- - WORKSHOP Q I ~ 10'-I" HT CLOSE W CfJ �, I I i u , I O O MASTER BEDROOM I ca I N 4-0 3���� - Q 4'-0 I x f.d sR ldJ RKED s-I HT � 10'4 PL W/ TRAY TO 11'-4" HT ' I z _ I m ! = o I 0 cV. - �' - �Y- x _j(2xIO TRAY JOISTS 0 16" O.C,) � I � I E _ _ _ Q } e� I 0 � �9 N 1 �'-6 o 3 m a e I 3'-6" 2'-r0" `Q 5'-o" 19'-ro" 2'-11%" � I ' I I I zl L ISLAND W/ O ' ' AV I i I 10'-I" HT 4 I _ H cn I - - - - - - - N - - - - - - � SEATING= HALF-WALL u HE _ It — - — - — _ CLOSE I iY1 - 1'-O° 3'_4"W/ 6" GAP n 11 O WATER SOFTENER a0 HUTCH u _ _ � '= Av ' - NICHE I I d OXNT! s- 2080 ^ – 4 x 8 Ar h GO WARM DRAWER I I (\ 880 d u S 2880 – – ® ICE c0 d �J _ -4 �q 3 8 CO i PoWd r COATS I I W/ 2 - OYI=NS', x _ I I MKR - – – _ � 2'-O" 1' 8-O�� '-4" om 6'-2" 11-01:1 �� u z z �- _ O — — ' 3, x "( ab dVER AA lA i 4-10" ' 'i' _ _ J 3-ro/2 ti ^� '' SPR ' " ' I- cA U i O 3-$ �n 8-1 HT N — +� -S 2rW, 8�"`� Room t- I '� — — — — - — � _ _ _ _ cD - G ' ArchX O 12" BAST= O m (1 F_ - HUTCH NICE x 8 CO I I I CABS CAB _ A L j.� ! N 1 AR OIR1= I STEP in � I I cA 0o " MI OQC o RR RM,4STER � � � 1 _ � �� � o vDOWN - ol 432x80 pack "'SUITEI1 N O03' g'I - fn cv O I ' " 5-'_� ' I I 11 IRONi b- 10' I�T I (A BOARDLum -IN CLOSET 3-�' '_8,"I ,d" T D 1 NOME OFFICE MUD ROOM ° -i-' x x1s" "SR -I 10'-1" HT Z I i 10'-I" HT N W SH r d "i2" I VERIFY ALL _ I _ A TUB _ I SHELVING �0 DRESSER I cA _ _ 1 X10 12'-�%2" �► 41 ca .—. - a o �I_811 N i O R 3 CAR GARAGE r - - - - m 10'-1-1/4" ROOF PL - SH 2480 SH 2450 1 I O 8'-I-I/4"; CLCx PL O - SH 2450 - SH 2450 + 16" FLOOR DROP ' C11 I - - - - b O cn "x-72 FG FCx5H 3 60 SH 3 60 _ 5H 3060 SH 3 60 ' to 3014 FC ABOVE 3014 FG ABOVE _ ® O 6014 F ABOVE 3'-8" 6'-8" FL in 3'-8" .3'-10" 6'i g" 3, 0 i'-ro" 2'-6" 2'-(o" 1'-6" 3'-<0" 0-8" 3'-10° '-8" 6'-8° 3'-8'r -i'-O° �'-O" OL c�1 O r - 14' 10" a,-all 14-0 � L Ott Q ENTRY o L 'd ^ � I 10-I-IPL ® - - - - - - - - - - - - - - -+ `�1STEP- - - - -- - - - - - - - N p �I J x - 4x4 PT POSTS IN 12" DIA COLUMNS ON ' I 12"x12" BASE TO FRAMED PORCH FACADE AT 8'-8" PL STEPS UP 12'-0" 8'-O° L IL 12.0 a -O" SH 3060 SH 3060 Q S 1-0" 14'-O" 14'-O" 26'-O" I 98'-O" O lot Floor: 2-753 of 2nd Floor: 12-76 of a Total Cond. Sq, Ftg.: 40213 of d � Bonus 4 Storage: 8-IO of A , Garage: 1088 sf . Lanai: 894 of Entry.--- 2-12 of SHEET ; stFloor A - . 2 I i i i i i it _ � �?wlslyns W w I-- W z tx 4-2 151-411 41-211 w O p N lu ` (L N tLO � � AzwQ. 4 � p O UQwd d > d) 43'-2" 0 � z �- 3'-23/4: �o'_O�� 3' 4" 3'-4" 5'-3%4" 14'-10!2" m p w u u- in Z u 1) z W t- . SH 080 24x24 FG SH 3050 SH 3050 ij j -4 O 0- }- U 14'4' . d) z : 31-2V2" 8'-4" 2'-l0" _ z0 d) IV Q N WINDOWS At -4 AFF z I L d Z Z TUB - j d I 1 n 0 �, SH 30ra O O O ° SHOWER ' 1 r✓" , cf) O O CA I SH 0804 SH 50 U []t O �i � � \ BEDROOM 03 a 10 I-- >- n� u I � Hr �, I U I I 1-6 HT I Z W Z Z O \ I WINDOWS AT l'-8" AFF I I I O } O O Iu i " 1 1 \ I UWUd) 00- \ 2 14-10 \ 2 144 UE; \ ° 5ATl-� - - I Q lu z_ I z O g� \ m - 5EDROOM #4 Q csJ 9-i" HT, HVAC \ 14 ut VAULTED CEILING ` m �~�, } } CEILING VAULTS — - — - ° _ 1 �� TO 8'-6" HT STORAGE - - — - — - - - - - °� lip" cp 7-O NEE-WALL a— - — - c 5'-10" 1'-8" 2068 it } ' 246 N 8'-4" 1O LINEN m 8�_ 11 6'_ z cv m a� WALK-IN CLOSET =n �8s� - B,4TI-� DORMER a1 fL BALCONY 5068 BP �' uj +14'L25 I +141.25 v NW - cq OPEN RAIL PER SBC 1015 — _ — — — — — — — ° I .yV �+ VAULTED CEILING N ca CLOSET LANDI G I 0 / BEDROOM 02 `" X 1 I O ` Q o BONUS ROOM Nt / N CEILING VAULTS N LOFT Q 112 +112 , i t ' 1 TO 9'4' HT CEILING VAULTS 2068 - TO 9'-1" HT ! 6'-4" NEE-WALL HVAC - U 22'-0" - FOYE 14'-O" '-10" 4'-'1%° iz Lu v QJ / _ I z OPEN T VAULTED � I VAULTED CEILING CEILING ' i / BELOW � � v ED VAUL ED I C LIQ NG BOOKS , 800KS cEILI STORAGE V L Q 5' NEE-WALL I 5' KNEE-WAL 5' K EE-WAL U I I ♦„� r O (� L' CEILING VAULTS i i = -� TO 8'-6" HT - — - �� b ' d >I j-�- 22 0 I DORMER o _ GENERAL FRAMING/LAYOUT NOTES: DORMER I DORMER `� I DORMER 1) EXTERIOR WALLS: - 2x6 2 SYP Q 16 O.C. TYP, I CIS SHELF r✓''-10" 14'-4'! cD a " "I'-8" Hr ABOVE ODOR T-8" HT - 7/16" OSB W/ TYVEK OR EQ, VAP, BAR. - HARDILAP COMPOSITE SIDING AND TRIM �q - R-19 INSULATION BELOW 1/2" SHEETROCK SH 3 56 S 3056 SH 3056 - 19'-2" HT Lu 2) ALL WINDOW AND DOOR OPENINGS PER MANUFACTURER'S - - - O 0� SPECIFICATIONS FOR R/O SIZE, JAMB SPECS AND WIND O O O _ ! +--► 0 REQUIREMENTS AND STANDARDS, O I 4 g m tu - GARAGE DOORS SERIES 280 - D,L. 25 PSI/T.L, 3�,5 PSI — - - - WINDOWS LESS THAN 18" AFF TO BE SAFETY GLASS N U lit O >r I ._ i z (jO lip- o z o 3) INTERIOR FRAMING 2X4 TYP. 2X6 AT PLUMBING AND BEARING _ 0� WALLS > 10 HT, FINISH I/2 SHEEtROCK (5/8 DPT) i — 4'-8" 4) PLATES: 1st FLOOR MAIN: 10' - 1-1/4" PL FLOORING: 16" FLOOR TRUSS W/ 3/4" T4G COX SUBFLDOR � Z'-6" HT 2nd FLOOR MAIN: 9'4' PL--> 20'-1" TOP PL 2nd FL DORMER PL: 20'-'f" PL GARAGE ROOF PL: 10'-1-1/4" PL SH 3050 GARAGE CEILING PL: 8'-1-1/4" + 16 FLOOR DROP TO MAIN FLOORING: 14" TJI FLOOR JOIST W/ 3/4" T4G COX BONUS/DORMER PL: 1'f'-10" PL 5) MAIN ROOF PITCH 10/12, OVERHANG 16" TYP. - ENTRY PORCH: 4/12 - REAR PORCH: 3/12 - DINING VERANDA: 5/12 - 2nd FLOOR REAR: 6/12 l.11 - ROOF DESIGNED FOR ARCHITECTURAL SHINGLES Q - ROOF PER CONVENTIONAL FRAMED LAYOUT O O FROM STRUCTURAL ENGINEER i - 1/16 OSB ROOF DECK W/ 015 FELT - CONVENTIONAL FRAMED OVER GARAGE/GAMEROOM 4 STORAGE AREAS - (L U. 6) FOUNDATION SET AT 3-4 COURSES MIN, ABOVE FOOTER CAP, VERIFY AT SITE, CONTRACTOR TO VERIFY SOIL SUITABILITY FOR CONSTRUCTION Z WITH OWNER'S ENGINEERING AND TESTING SPECS, c� ' U -1) INSULATION AREAS TO INCLUDE: - ALL EXTERIOR WALLS - ALL WALLS ADJACENT TO UNCONDITIONED SPACES ci - ALL PLUMBING WALLS - ALL ROOF RAFTERS BENEATH EXPOSED ROOF MATERIALS2nd Floor 8) PLUMBING BY OTHERS SWEET 9) HVAC BY OTHERS 10) PROJECT STRUCTURAL ENGINEERING OF ALL MEMBERS, Lm BEAMS GIRDERS AND BEARING POINTS TO BE BY CERTIFIED FLORIDA STRUCTURAL ENGINEER, i i i mwvfafons I 8" PAINTED FASCIA Lu 5" FRIEZE TRIMLu lu O j ARCHITECTURAL SHINGLES w Q Q 12 U Q d to HARDILAP SIDING � � � lU DORMER/2nd FL PL � U - - - - - - lu z cl z — uUwd) — — DORMER PL f > w Iz UALzd O -OLEI tL a' — — O -1 Uv LL M FLz c4 1+U Q NZ 2nd FIN FLOOR _ - — zO S p d Ist FLOOR PL- BASE PL lm z0 {k Ik , Q p — - — - - — — — — — — - - - — = BONUS ROOM FIN FL +- U - - - - - - - - - - - � u- U QL O N � � � — - — - - _ GARAGE E GLCx PL )- w F- ® 1- --i- 1 _ z LUz W z p ---- O } O i-- O IX Uiu0NUQ AtEl, Lij At — O � O �--� Zz MAIN FIN FL MAIN FIN FLOOR GARAGE FIN FL - - — - — - — - — - - — - 5" CORNER TRIM L 10" DIA! COLUMNS WINDOW TRIM TYP. TO FRAMED FACADE HEADER W/ 2" LINTEL TRIM - 5" REVEAL W/ MOULDINGS FRONTELEVATION _ PANEL SHUTTERS ,� uj 2" SILL TRIM - 5" REVEAL .� 1 � 1 1 U-- i I J-Lr4 Q Q) tj U4 DORMER/2nd FL PL 12 _ 10 DORMER PL �IT- — - � O Q 5:'LLij 517M t LuO Q) m� crJ � EI - 3 m r 12 1z - - — 3 5 2nd F*FLOOR N BASE PL - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - = IstFL OR PL 1 N At At a j 1 LJ I i I MAIN FIN FLOOR - MAIN FIN A AFIN - - - - -� �- - - I - - - - - - - - - - - - - - - � Q � Cz R GSE FINF L Z - 3: 10" FRAMED SQ. COLUMNS d TO FRAMED FACADE HEADER Z W/ MOULDINGS REAR ELEVATION- SWEET A - 4 � ! it ReWafons BP PAINTED FASCIA, 5" FRIEZE TRIM 1212 ARCHITECTURAL SHINGLES HARDILAP SIDING lu �- W U jj � r W _ t U 2nd FL PL DORMER/2nd FL PL O p 4 w I U o0A u- +- Lu 12O —! UU to ATTIC FLOOR 12 4 ,dam 0 O � p U W 12 12 ABOVE TRAM' <t 11-- JL0. NZm -� - - - -�� N - - -- - - - - - - - - - - - Z N U4 Z N r N BASE PL SAS BASE: L T A[ Ia O a - - - _T C141- - - - - - - - - - - - - - _� BONUS ROOM FIN FL Utj 4 W U C14 000 8" CORNER TRIM °V — - — - — - — W U w 00 CARACxE GLC PL �- E3 �" IIUINDOW TRIM TYP. 4 } O i- 0 ()/ _ W/ 2" LINTEL TRIM - 5" REVEAL ��' UwUcs) tx (L cn _ 2" SILL TRIM - S" REVEAL N , - At --- O a OAT b MAIN FIN FLOOR rzARAGE FIN FL Q� 10" FRAMED SQ.. COLUMNS I10" DIA COLUMNS CU TO FRAMED FACADE HEADER TO FRAMED FACADE HEADER 1 1 W/ MOULDINGS W/ MOULDINGS W i% LEFT SIDE LEVAT ION uu A Q) to V 12 12 -i-� 10 - j I 2nd FL PL DORMER PL _ M u +► > r Ell m�`r 0,01 r .12 12 d �{� �• mN BASE PL r BONUS ROOM FIN F -' - - - - — - _ r GARAGE CLG PL 3 AT FF= 0 � Do - F= oma aa � _ o MAIN FIN FLOOR tv i GARAGE FIN FL � � u j u RIGHT SIDE ELEVATION � A SWEET j I t LU Oi ` A - - - - - - - - - - - - AR - - - - - - - - - - - - -- - - - - � - - / '� - -\ \ / - \ -- - - - - - -- - - - - - - - - - - - - - - - w , a tu -C-OVERED FORCN / ( 6' FENCE A N w Q SDIED PORCH / / W/GATE CREE $ w } O i 1lL = U. LU WP SUMMER KITCHEN CCAs I uY cn U p 4 >< OUTDOOR z i ­'Es � - - - - - - \\� - - - - - - SHOWER W F N Z da.9. .. R W R - N * Z Ll Ek I EV a a - - - () U - ( I GREAT ROOM � ,/ � LW 11 M,ASTE}� SEDRooi�i\. \ +` 1 �"" � ' ` I , — - - - N / IUOi�KSI-� P U ,u U U a. IAV u I ITCHED! ' N I \ Electrical ' 1 I C�OSE7 U i ' , I �'--- , ' ' , ,OR K I OPENER 1 0 1 O LSV ' ° I ceiling fan globe 1 � I J u�le— \ 1 Z3 I I \ �_ I electrical panel I lamppost lamp ,` WATER SOFTENER` - '/ ' �\\ _'__" _ '_' _ I 1 i Y-YOT WATER $3 II - - - - - - 2 $ WI ',41�1T +EATER 1, I ceiling globe light 2 2 - ARM_�igA 1W R - Uj — — Powder COATS ® I MKR — OVENS , ® "1 �J \ I ' 0 -- I chandelier r ` ` \ - — Iom double spotlight 1 I I , \ Uj Wine 11 �- ' � ,� � �J ` � I � fluorescent fixture � MA ER Room 12" BASE ® recessed hi-hat Cn STEP ' o MIRROR (K Y I I (� DOWN under-cab i net light ht V J o U_ z / I \ \ g U.1 I � - - - - - - - - � � 1- - - ��� - � o� vanity bar light � � � I I I I I LIRON J I \ 1 ALK-I N CLOSET I I \ m I BOARD \ oPEi i� . - U f �? wall mount 1 to HT i I HO, E OFFICE ` J I .. w wall mount 2 ° ° II mm A TUB 1 ° w :F_y \ 3 CAR GARAGE � I Cable TVul I D I �, I \ -C - Telephone Jack ,tt I ® exhaust fan with light \ I outlet ® -0 w di outlet 220v u- --� '\ (b� outlet gf i smoke detector - \ - - OPENER \ split receptacle / switch ENTRE \ � - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - \ � $3 tM switch 3 way _ f I switch double switch with outlet ` water roof outlet (beg w p P i� 5r>L a GENERAL INSTALLATION NOTES: -- 1) VERIFY ALL FIXTURES, TYPES, STYLES AND LOCATIONS ON SITE WITH OWNERS AND CONTRACTOR! j O 2) ANY DISCREPANCIES, OMISSIONS, OR OVERAGES TO BE O ADDRESSED PRIOR t0 INSTALLATION. 0 3) ALL BEDROOM RECEPTACLES TO BE ON ARC-FAULT CIRCUITS. W 4) ALL SMOKE DETEGT,ORS TO BE INTERCONNECTED. 5) TYPICAL SERVICE REQUIRED: AMP. A litFloor • SHEET Ian l ctrl a1 t � A � W ui � w O _ A U Q � � lp z ZIL W 4 W }- uQ J) � 4 > _w • U z a -Wiot) 1FCIS z U U) p5 lu ti.i d O (L TUB - I 1- E N z SHOId7ER I z 0) LU I W. z BEDROOM #3 I OAC 0 lu OOWU ac U u1 U d) IBATH \ :? J Q \ R M #4 w u LU \ NP�ATH HVAC �\ ( } \ / } CEILING VAULTS ` . "I'-O" KNE -WALL , TO S' &" HT VAUI-TED CEILING CATV - a— - — - - - - - - - - - - - _ O - - - -- - - - - �- - - - - - - - - - - - - 'I DORMER - £ ` UJ,4L fiT� �� �� 8,4TH STORAGE CLOSET QL Fm VAULTED CEILING e N j w / I _ ` ��T�-1 Z LAN Gz Z l -� Ui �.S Room I C� BEDROOM #2 F' �1 TO LOFT HVA �-I- / LOUD - U FOYE K � BOOKS , BDO 5 —i / SJORAGE � V b j �'DORMER 0 DORMER I DORME � jj jT DORMER - - - w VJ L m Io z �;mm � m i -2 .0 -517 ►i) Sr. Electrical ceiling fan globe I ^ o I II Oo ceiling globe light a NU fixture ® recessed hi-hat Q vanity bar light Cable TV - ' GAT O O Telephone Jack fan with I i ht U I I ® exhaust g AC outlet z_ outlet 220v u (bC+1 outlet gf i A ® smoke detector ;end l $ switch SWEET �3 switch 3 way l ectr i cal Plan _ $2 switch double j i ', I I �'�vlslon� I� ARCHITECTURAL SHINGLES INSTALLED 12 PER MFGR. RECOMMENDATIONS OVER Q 1/16" 0.5.15, ROOF SHEATHING INSTALLED 111 PERPENDICULAR TO ROOF TRUSSES ,® WITH STAGGERED END JOINTS. NAILED R-19 INSULATION \ WITH BD COMMON NAILS 6 O.C. ON Z QL OR HIGHER �� EDGES EDGES AND IN FIELDS OVER ENG. WOOD TRUSSES IK Q WITH MOORE BAFFLES \\ SEE ROOF TRUSS LAYOUT A- FOR CONNECTOR SPEC. (1[ N � W 1 , 1 - {L Z 0 iQ Qct) lu � 1/2" GYP. BD. CEILING Ul U- Q 1 U Q TAPED AND SPRAYED W � ., } d) ALUM DRIP EDGE12 (X t W � ALUM FASCIA lD TH HALL Q 6 VINYL VENTED SOFFIT O U V Z q � OOA- += w IX4 PAINTED FRIEZE TRIM r- -g„ lu U , GYP. BD, n m\ U1 ip U Q CAPED AND PAINTED HARDILAP SIDING, OR EQUAL 3 3! 4 O LU }- U R-11 BATT 1/16" OSB WALL SHEATHING (L to Z NWQ t- INSULATION - O N 4 AL FASTEN W/ Bd COMMON � �' I " FLO R TR SES Z ---------- �J------- -- 6" O.C. EDGES / 6" O.G. INT TO -' Z (y- z Z Z TYVEK OR EQ. VAPOR BARRIER O O O 2 X 6 02 CONST GRADE OR BTR, STUDS U O O � v U 161O.C. BACK 14ALL 41_0" 3'--�" S'-Sig" � lu 4 2 � UQL � O +- ?- u AB301 X 1/2 ANCHOR BOLT W/ 2" WASHERG ' O TREATED, GLEAN, ro" FROM CORNERS � � LAUNDRY FILL 2S'4'OVER 6-MIL (\ VAPOR BARRIER I r MASONRY FLASHING E ROWLOCK SILL COMMON BRICK 5 " W/ GALV WALL TIES _III 115�1 III L 1/2" AIRSPACE AND VAPOR SEALER Main Fin, Floor •-- -I iill� I _ PROVIDE WEEP HOLES w 48" O.G. �-So I' - IIIIIIN �1, GRJ DE 28 r SEE FOUNDATION PLAN B ENGINEERING SPECS $�� = FOR FTR SIZES AND BARzrj ��� e • a e • a . e • d REQS ::o ;oo oo • L . 12" MIN DISTANCE BELOW GRAD£ -� ' - TYPICAL WALL I LL lu SECTION U... a v 12 10 12 LU ` I .n TOP OF PLATE Q '� 12 St0 age/fBonus 8 4TH (p GUEST BEDROOM m -10"- 3 12 O a I2 3� 3V2'1 n �cnn a E L c �O mC'13 mC14 3 14" T f Floor Beams At CGS ERED L �� lo�_I'O" �� oLANAIGREAT ROOM HALL DOME OFFICE CR,4C t ENTRY i l0'-O" 25'- " Main Fin, Floor �,��� 5 �� o __ b FINISHED FLOOR - � - - - - - - - - � - - - - - I _ - _ _ ..yj{. , � -G G Q -G Q C -0 G •G G _ 0. G -G . p . -p _p 6 - - .oILIO Garage Fin. Floor 24'-5" - O 11 01 8" all _ fBro Gt f Cross Section z Cara (9/fBonu5 SHEET } I . i I : i �i'wlslor�s q Lu 231-4" N O ZLu 1K 431-211 I n I 21'-roll 12' fL Z d31-2,'%' 4}=ro" 6'-4°�t 4' ° \ '-2" 1�' ems, 1. 11 A N w Q I 12 x12 CMU BASE ON A Z z 811X16" CMU ON A CONTINUOUS --------- --- �Q " " ' 'Q u- � 24 X24 Xlro CONC. PAD N u. O ' 10"X20" CONC. FOOTER _ , ' '� -----'t —� W/ 3- 05 RODS EACHWAY �q V (Q w cwt) W/ 2 05 RODS CONTINUOUS. -O \\` } w (1-STORY FOOTING) - -------------- ---""- -_-- k9/ ' �$� _ U N Z I,- d W z -- ----------------------------------- ------------------------- -----------� _� O O CL --------------------------------------- 1 1 i O U V -------------- ' 1 U-. f1 lu U5 ij c0 Z I 1 I 1 I A z 1U A I— Z A f (X z N 2"1'-6" i 1 P O O H �_. U O I I O - I = O � � � O � KEV,: ' 1 1 -r0 1 1 1 Q 1 O u V : o 4 43'-2" i i 15'-4" i 1 S'-2" U p[ O O O QL 0Lu0d) 0fL I , 1 ------------------------ ELEV.:, 6�I I I --J ' ' L - IL___________________________________________________________________________________________ ___________________________ 1 ' ------------------------------------------------------ - ________--------------------------------------J L_-- ------_____ -___---i i Q f�a[ I I 1 IIIA ��IIIIII� �llll - ' f1= I I1 L__m ----L = -------------------- --------------- I e�e-------- -- 'oil ELEV,: O z 777777 I ..p..� 8"X16" CMU ON A CONTINUOUS 12'X24" CONC. FOOTER i i 11 L_t_______________ - --i i-- --- , 1 z W/ 3- 05 RODS CONTINUOUS, i i d1 (2-STORY FOOTING) i4." GONG. SLAB W/ roX6 010 W.W.M. E�-El(�s ® •O i i E�-E�/,: -� -4 ROi� 1 I I 1 `Q ON A 6-MIL VAPOR BARRIER 1 OVER CLEAN, COMPACTED, TERMITE-TREATED FILL I I DIP(3000 PSI) I IIB L j ic( c�l I , , ul, ��JJ L_lJ I I I 1 SINK SLAB -4" 1 I 12"XS" EDCrtE W/ Q i i _ � ' i 1 1 #5 ROD CONT. - - i i i i 1 � I I O � O •' I I I 1 0 Lu O I 1 I I i-------- 1-OII I I I I Itu � �+ I 1 cv I I II LE !U 1 1 1 1 1 i 1 I g'_gll 11-811 21-�II r�lll J Z ILL 1 O I I d 1 1 BEARING NOTE: .: D .® m VERIFY ALL INTERIOR BEARINCz ,-__-_-- — — — \ - FOOTERS, PADS AND RELATED /i _______/__ — STRUCTURES WITH STRUCTURAL ENGINEER. LL 1 I , O 511 /71 ----------------- ---------------------ELE1�. --------------------------------------- ------------------ ------------ -------------------- ----------------I O -----------------------' _1 1 L------------ --------- --------------- ---I m I i ' �-- 1 � I --------------- r --------1 , I I i i f ' ' t' b ' --------- --------- - --------------------- I 1 1 ' I Lu Q) O I r------------- 1 -- I 1 •FF�FF��FFFF -- -------- 1 I ELEV. 1 1 I 1 - 1 1 1 1 ELEV.: -1 -4" DROP'' `' I t 1 i u � i ❑ �i 1 „ 1 I 14 O 8-O 14-O 1 1 1 I l � Qi i i n11 I I I 1 1 ---------------- 1 1 I 1 ' ------------------------------------------ 1 I = -- - ---------------- I 8'1X16" CMU ON A CONTINUOUS 1 L-------- ------- --------------------------------- ------------------I 1 1 10"X20" CONIC, FOOTER ' 1 1 W/ 2- #5 RODS CONTINUOUS. (1-STORY FOOTING) - � � O O O 81-011 14'-O" aro'-O" 14'-0" 2(o'-O" z 11 � � U 981-0" �q 4 z76 vi U � +� Foundat i on SHEET f= lanS - 1 I FOF-1-1/4" FL. Revfafons \ N Q 10'-1-1/4" FL s 10'-1-1/4" 1''1.. d) o z r Op w CL IxdiW a Z fn azlu � Vu- -}II } W 12 12 10'-1-1/4" ROOF FL. � O o a'-1-1/4" CL G FL. o 12 Q z � Q D3 LudO (... }- U d) z :3 TUB - I z Q z ° SHOWER I O d) � 0U \ BEDROOM #3 I p P- I'-6" HT \ 9'-I" HT 1 U z W z � Z - I II 12 ' UUWUUciUUA� \ I II 10 r N I 11 I 3 12 N o3,4T�-4 N I o 10 BEDROOM #4 '�� u I I = 9,-1„ HT u! 4 ;' HVAC - } VAULTED CEILING - _ LED_ _ `n CEILING AULTS - - - - - } — - — - — - — - — - - - 1'-O" KNEE-WALL TO 8'-6" HT STORAGE - LINEN DORMER •— WALK-1N CLOSE 3,4LGONY B,4Tl� +14 .25 - - - - - _ - - - _ - +138 OPEN RAIL PER SBC 1015 , L ED E L z o o z Ci � +138 LANDING o N BEDROOM #2 I / CEILING VAULTS �-I- I 1 \\ Q +112 +112 7 N ui CEIL VAULTS TO -" 6'-4" KNEE-WALL HVAC I - f ` � 12 ® U o � 10 ' - - - - - - - - — - - - - - - - - � BONUS ROOM - � Q '� � OYEi z ---� Q� O EN TO YAULTE I AULTED CEILING U O I , CEILING �, ' iA / oLf� HCl VAULTED I I Y LILTED I i Lu CEILING ' EILING •- 12 12 z STO RAGE LKN51�4,6 KNEE-WA LLI 10 , I 5' KNEE-W4LL ' KNEE-ILIAL UI 12 12 ' 12 uil CEILINGVAULTS FI 1 i 10cl N t0 S'-6" HT - —I DO MER o o > DORMERGENERAL FRAMING/LAYOUT NOTES: . DORMER 1 DO MER 1) EXTERIOR WALLS: - 2x6 #2 SYP 6 16" O.C. TYP. FF - N - 1/16" 05B W/ TYVEK OR EQ. VAP. BAR. 10" , - HARDILAP COMPOSITE SIDING AND TRIM I — _ _ C - R-19 INSULATION BELOW 1/2" SHEETROCKCD rn U4 2) ALL WINDOW AND DOOR OPENINGS PER MANUFACTURER'S d) Lu Q� SPECIFICATIONS FOR R/O SIZE, JAMB SPECS AND WIND II Z REQUIREMENTS AND STANDARDS. 10'-1-1/4 L.. I ® ,° - GARAGE DOORS SERIES 280 - D.L. 25 PSI/T.L. 31.5 PSI �oe - WINDOWS LESS THAN 18" AFF TO BE SAFETY GLASS q it1 12 12 I � 3 3 mcq 3) INTERIOR FRAMING 2X4 TYP., 2X6 AT PLUMBING AND BEARING _ IO 10 0 in z O-T WALLS > IO HT. FINISH 1/2 SHEETROCK (5/8 OPT) i i ul 4) PLATES: Ist FLOOR MAIN: 10' 1-1/4" PL ( 4 FLOORING: 16" FLOOR TRU55 W/ 3/4" T4G COX > SUBFLOOR l'-6" HT 2nd FLOOR MAIN: 9-I ' " PL--> 20'-l" TOP PL 2nd FL DORMER PL: 20'-1" PL 1 O -1-1/4 I I FL i GARAGE ROOF PL: 10'-1-1/4" PL 1201-111 FL 1 j,� GARAGE CEILING PL: 8'-1-1/4" + 1(o FLOOR DROP t0 MAIN FLOORING: 14" TJI FLOOR JOIST W/ 3/4" T4G COX BONUS/DORMER PL: 11-10" PL 5) MAIN ROOF PITCH 10/12, OVERHANG 16" TYP, a - ENTRY PORCH: 4/12 - REAR PORCH: 3/12 10'-1-1/411 ROOF FL. - DINING VERANDA: 5/12 Q - 2nd FLOOR REAR: 6/12 S'-1-1/°411 CL G FL - ROOF DESIGNED FOR ARCHITECTURAL SHINGLES - ROOF PER CONVENTIONAL FRAMED LAYOUT 0 FROM STRUCTURAL ENGINEER - l/16" OSB ROOF DECK W/ 015 FELT - CONVENTIONAL FRAMED OVER GARAGE/GAMEROOM 4 STORAGE AREAS z (o) FOUNDATION SET AT 3-4 COURSES MIN, A$OYE FOOTER CAP. U VERIFY AT SITE, CONTRACTOR TO VERIFY 501L SUITABILITY FOR CONSTRUCTION WITH OWNER'S ENGINEERING AND TESTING SPECS, Z -1) INSULATION AREAS TO INCLUDE: Ian - ALL EXTERIOR WALLS ®Q - ALL WALLS ADJACENT TO UNCONDITIONED SPACES - ALL PLUMBING WALLS - ALL ROOF RAFTERS BENEATH EXPOSED ROOF MATERIALS s LaSout 8) PLUMBING BY OTHERS �' I G 9) HVAC 8Y OTHERS SWEET r 10) PROJECT STRUCTURAL ENGINEERING OF ALL MEMBER5, j C� BEAMS GIRDERS AND BEARING POINTS TO BE BY \•/ ` CERTIFIED FLORIDA STRUCTURAL ENGINEER. - .l � z I � Z 0 a 0 w I1'-4 -2" 23'-4" olw - - - - - - - - - - - - w w I 43'-211 _ - - - -15'-4" - - 12'-OII o �t -01 3'-2�' /4y�" r'-4�t 4'`�' �'-2" i N 12" x 12" CMU PIER REINF.. W/ % - - �, S"X1(O" CMU ON A CONTINUOUS / / - - - - - - - \ �4 (4) #4's ON 10" x 20" CONC. 10"X20" CONC. WALL FOOTING = �; \ \ WALL FOOTING W/ (2) #5 RODS, m W/ 2- #5 RODS CONTINUOUS. � / �'� / \ \ CONTINUOUS, (TT-f=1.) 15-0 / / \ \ 4 2�1 L ' I Q - - - - - - - - - - � I r/ \1 1 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - � F l i o I I I 1 1 I I I I I I ELY.: _� II I I I I 27'-(o" = I I = LO CD Y I II I a ({� I I M ' I p� O 43 2 m I 15 4 I 8 2 19 4 _ I -- � i N O I I i m I I I CD iI L - - - - - - - - - - - - - - - - - - - - - - '. - - - - - - - - - - - - - - - - - - - - -- - - - ELEV. U i1 r � I O - ; - - - - - - - - - - - - - - - - - - - - - - - — "f- � - - - - - J - - - - - - - - - - - - -1 L - - - = - m Q m I 4" LONG. SLAB W/ 6x6 #10 W.W.M. OR i !t I J B I i m m I — � - - - - - - - - - - - - I CD I I FIBERMESN ON A 0-MIL VAPOR BARRIER I I I II � � - - - - - - - - - - - - - - _ - I(` � z � o . . w S"X1r" CMU ON A CONTINUOUS I I OVER CLEAN, COMPACTED, TERMITE TREAT�GIj E I` ELEV. .� 0' 3 3/ " I { cn � w Q 10"X20" CONC. FOOTING 1 I FILL (3,000 PSI) I -fi-fi Ii I I I II 'r- I U Q o v� W/ 2 - #5 o SCO I I I � 11 I 1 1 ELEU.: O .O - I _ ELE1�.: - 1' _�II DSO i I � w � _ � Q v R D NT INUOU5. 1 - - �t _ I �4 1 1 1 1 I 3'-91/2" I 1 2'-0" 1 I �► I I @ I- L - - J 1 I I I � `.'I I I LO 0 I r - I I 1/2" ®® 11 _ I 161 I i I 1 16'- " I I ► �' o I_ II 1 it ' .I II II 'I_ II I 1�- I_ II I II I II ° I II - - l I_ - - /4- - - ---- -=1 1/2 - - -_ -- 2 - 4 --- ---- 2 --- ---- -- - -_�i 5 1/2 4 -4 S -9 1/2 - -- 8 I- -- -r--1 - -- - -- - - - - - --- -- -- -- ---- lo I I 1 2'-5 3/4" I I I - - - - I- - - - - - - - - - - - - - - - - � 1 C''J C''J 1 SINK SLAB -411 I 1` 11 1 I I J _ 1 _ j - -L - - - - - - - - - - - - - - - - @ I 1211X8" EDGE W/ 1 �, _ _ = I F� 1= I I N Ie I w - I 1 1- #5 ROD CONT. I@ I I L= @ 1 I - I I 1 ~ L - ( C� m I 1 .. - - -J LJ I L - - - �' 1= 1 I 1 1 1 - - - - - - - - - - - - - - - - 1 I� -I- - - - - - - m - - - - - I � 1 - I 1 I I -�'� I Il - -- ( -- - -N - - - - - -I I - - - - - � - � I � - i 1 N 1 1 L - 1 22 -0 I �-, - I - - I II I I I 1 ® E-� I 1 1 I I I @ I 1 1 - - - - - - � F_ I C� - I I L - - - - - - � 1 L J 1 - L - - - - - - � 1 \ I 11 o L - - - - - - - -- - - - I I I I O 1 I I - - - - - - - - - I - - - - - LEU.: Q�'.Q>" 1 I I 1 1Cal- I II I II I I I I N 9 -4 1 -8 2It 2 - I { I m m 15'-ro 1/4" I I 1 '-1 1/2" S'-4" 5'-1 1/2 1 I 9'-�" I I `� 15'-10" I I 12'-9 3/4" >n I m 1 I I I o o 25'-�" L J m � � � @ L - - - - - - - - - � L - - - - Ltl - - - - - - - F L.EV.- O'.O" I I - L - �- - - - -- - - - - - I i o - - - - - - - - - - - - - - - I Nil NilL - - - - - I I I 1 o� E-i ' - - - - - - - - - - - - - - -,- - - - - - - - - - - - - - -- I I I 1117, F j ELEV.: -(o ' I- - - - - - - - -� II11 II II 1 ; 1"?'-oil w 8'-0" -(� 14'-0" 12 x 12 CMU PIER REINF.. W/ 1 �I 1 @ - m I I (4) 04's ON 10" x 2011 GONG. 1 I _ I I 1 1 1 1 1 w L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - WALL FOOTING W/ (2) #5 RODS, GONTINUOUS, (TYf-.) 1 I I 1 I I I 1 rl L- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J I I Illi d-' II 11- -_ - - - - -- -- - - - 8 X1G GMU ON A CONTINUOUS 10"X20" GONG. FOOTING 1 L - - - - - - - - - - - - - - - - - - - - - - - - - - - � I W/ 2 - #5 RODS CONTINUOUS: I L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q 8'-0" 14'-011 I 3(0'-011 14'-011 2�o'-0" � O w LL_ 1-011 Q m W U CCNCF;�ETEFOUNEDATION FLAN z SOLE: 1/4'1 = 1'-011 RECEIVED W Q o CITY OF ATLANTIC BEACH � H BUILn,Nr- ,. 7%��I ,Ir I MAY 0 9 2005 Ln � z % I � Q � NOTE: CONSTRUCTION I FOUNDATION LEGEND N w w UNLESS RULED OTHERWISE BY THE SOIL ENGINEER OR � C/) PROFESSIONAL THAT IS FAMILIAR WITH THE HISTORY OF THE SPECIFIC (SEE SHEET No. S-5 FOR STRUCTURAL DETAIL) i--i I CONSTRUCTION SITE,--THE--UNDERSIGNED- ENGINEER--RECOMMENDS--THAT ---AT LEAST TWO (2) 25 ft. DEEP SOIL BORINGS BE PERFORMED AT THE – — — — — — — — — — — – 0� LLl CONSTRUCTION SITE FOR THE PURPOSE OF EVALUATING THE DEEP SOIL T I 8"x8"x16" CMU STEM WALL w/ U CONDITION AND TO INSURE THAT THE SOIL DOES N0. CONTAIN POCKETS i OF UNSUITABLE SOIL (I.E. ORGANIC SOIL, UNCONSOLIDATED CLAY, ETC.) (1)#5 ROD VERTICAL W) 1 O.C. O THAT MAY CAUSE FUTURE DETRIMENTAL STRUCTURAL SETTLEMENT. – — — — — — — — — — — – & HOOKED INTO 20"(W) x 10"(H) W � CONC. FOOTER w/(2)#5 RODS CONT. m U HOWEVER, 6 ft. DEEP SOIL BORINGS SHOULD BE PERFORMED TO ESTABLISH TYPICAL FOUNDATION DETAIL Q z THE DEPTH OF SOIL EXCAVATION AND BACKFILL. NUMBER OF BORINGS z Ln NOTE: SHALL BE RECOMMENDED BY THE SOIL ENGINEER. _ _ _ _ _ _ _ _ _ _ _ _ i� IF NO DEEP SOIL BORING INVESTIGATION IS PERFORMED (I.E. 25 ft. DEEP 20"(W) x 12"(H) THICKEN m O Q ALL EXTEFzIOF WALLS HAVE BEEN C�-LANCED TO � STUDS. _ o J � ALL �ECESSEp S�-IOUJEIRS ,4T EXTERIOR UJ,4LLS HAVE SEEN SOIL BORINGS) THEN THE UNDERSIGNED ENGINEER ASSUMES THE FOLLOWING: RODSCONCRCONTETE SLAB w/ (2)#5 � 0 THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY – — — — — — — — — — — – 5HOizTENED �a� 2 '' TO �ACCO1"11�iOD�ATE THIS C�–IANC�E. SUBSURFACE SOIL CONDITION REPORT: THUS, ALL FOOTINGS ARE DESIGNED �UE1zIF'1' THAT THIS IS ,4CCEF'T4�LE UJIT�I ,41zC -IITECT/DESICNEfiz.� AS SHALLOW FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM INTERIOR THICKEN SLAB DETAIL BEARING PRESSURE OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING I y��3 �+ t►���,� - - - - - - - - - - - - jOB NUMBER CONDITIONS EITHER THROUGH SOIL REPORT OR SOIL REMOVAL, THEN 20' (W) x 12"(H) THICKEN %N�,�� � ENGINEER OR UNDERSIGNED SHALL BE NOTIFIED AND POSSIBLE FOOTING STEP DOWN CONCRETE 1�*C \ ,,..9 DESIGN REVISIONS (I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE w/ (2)#5 RODS CONT. �. .°> t'1l C� •. Lz TO BE IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. _�:•�t� �F':`� �` INTERIOR STEP DOWN DETAIL = ,r t47SS'. '' • ` '- - � - SHEET NUMBER ' : � � S _ 1 OF S - 5 i 2 (3) 2" x 12" 2 z 0 J SA 5 / 3 (2) 2" x 12" 3 +/2 CD ... (I I x (o" 5 I P. #2 N 2 ,, + .� t,, \ SCJ X // a CO + X V G \ Z 2 (3) 2" x 12" 2 C3) 2" x 12" 2 I (3) 2" x 12" v �� ry 'i �- `�' �` i, ; (3) 2" x 12" 2 C3) 2" x 12" L —= — = - - = _ = - - = =— = _ _- - = =- - -- - -- - -- - -- _ - - _ - - _ - - _ - - - 2 - - - - - - - - - - - - — - - - - - — — - - - - - - — � - _s"� — III I O 2 + +�'" ?� 2 C EN p I III m „ 1 -1-1/�' PL (o' FENCE IIII m -1-1/ PL I _ „ I = W/ GATE -_ " - + STE III N N III I 4 ST P II _ _ II cv I - W x I "x8" YP. #2 CE f L l G JOI TS 2 O.0 x '� 10' HT x " x 8" YP. CE IL I G JOI TS 4" O. IIII X " IIII II X ININ O X II N I ., N � R N III m III I II � lsa' HT � � II N I III m IIII W/ TRAY TO 12' HT IIIIFj zo nl k� O Z/ 8„ O I III (2) 2" x 12" C2 3/�!'.x��"LYI. C2) 2" x 12" C2) 2" x 12" �•x. (2) 2" x 12" -K;S +� 211 x 811 + g�� l2) 2" x 12" UMMER KIT NEN - - - - \,� = 1-77eG S I OUTDOOR CL 4 NII I T III �`3�,, r? { �,� I a I III ISHOWEIR W Ln X I I I I \ k / I l I I I I 2 3 \+/ \� j ,n HU21 -3 IMi� o O O I 1 11 O I z� 5 I I \ �, o l3) 2" x 12' Sl P2 DROP BM - . NA GE S �SO� II �\ �j AN ER � - O III III III N Z o B - - O X - - - O C3) 1- /4" x 16 ' LV B>� I l ) 2" Iz" 3) 211 x 1 " W/ I E lm'-1 ' HT II ", II 111 1' C N OT �.3 1 1 A.1=. /4" 8 P YW OD LU D NAI ED T- I T I/ �{ I I 1 nl II I I I =1 I I 8'-1" HT N - - - - - - PR aro FL JOI TS 1� O.0 BO t. 11 4 F. . I 2-Slp-D [Q — +- O I I-' I I I I I I III II " u Q cO 1 I I 1( I I I I I I I I I I I I I I FIIREPLAGE l2) 2-x 12 - - - - - -+ - - - " } Z O Z o I I T " A. .1=. ; 10 , m r Q ' I I I I I I m AY z u I I I I I I I ;� �I _ = 0 -I HT W r, m I I UU I I I I I I I I ° S r1T I I I I I I I I I I I I I I I CLOSE U I I I I I I I I I I I II Q I I I lUOi�K _ _ _ _ _ _ II X Ca Z w , J O I I 3/ " T. 8 G. Y 00 G UE N ILED T I&" TJI/ PR I tL I .,4�. - - - - -� - - _ �I rn I- z U wwi 7 3 O L J IST 0 1 " O. . BQTT.Ox 10 -1" 4.F.F.I I III I ° I I I ►-I I m Q O M Cn � Lw c � Q I I I I (2kID TIRAYI JOLTS Q 16" IO.C.)I I I I I I I I I I Z' I I I I I I I I I I I II I I I I I I I 1111 Z 0 ®® 0 r II O (Q LLJ Or'0 Q U n C/7 IQ I I III 3 .3/4,1" x1611VB o � O I � _ _ _ _ _ — _ � � , r I I I I I I III O ell "-1" .F. .. III ll I I I I O IIII I I III I I I I I I I 1 I • I � I I 11x1-1° �1T I IIIS AN W I I I I I I III HAL _WALL I I I I II u n I 11 21 - Z III I I I s AT� (2) x 2 (2) 2 x 1 r A I I I I I I ) 11 I II HE o Z ICLOI )_ I I i I I I I I I IW/ (ol CA I = WATER SOFTENER IIII NII N _ _ _ _ _ - - _ _ — II X I " " H TG I I I A I III II = II (2) 2 X 12 SYP. �2 1 O g I t" N - l2D 2"- -12" I---I- I I IOI 1 -I - 1 -I(2) B"-x_-112" P) 2"Ix h (2) 2 'x12 I E (2) 2 xl I - _ �� - �,�s l2) P" x 92 - - - - - � � W e GOATS ) M R _ SII _ �� Z - - - - - - - III 3 - - - - - - - - x 16" LVL SM OTT. e 1 ' A.F.F. `yrs IIII I I I I I U I I I I 1_1" IHt II _ _ _ _ _ _ _ _ _ _ ~ C2) 2" x 12" I III (�� ^�� X ° W IY1 I I 1 1 O li-I C 2 II I I I I I i — — - - III N PRAY "vGIM SON' oom 12" BA E °� Ww CA S AB - - - - - - - - - - CO ., — A ER .�y HU CH IGH ° ° I MIR OR (2) " x 2" I [x - - - - - - - - - , c148TEFIII I lu SII > I� - L RMOI �I ST N OPEN = I I I ~ - - - - - - - - - X11 H N CC t — CA �I J I I O - - - - — — - - — — x I — — — — � I i I I I I - - - - - - - - - - x LK— INL T III X T T I I R N I _4 _ li 1 rn I I III I I I I I N ca I I I Q V) RIFY L I 1�D' T N I d BO RD - - - - - - - - - - - —�„ JU H E O OF I u I U O 1„I - - - - - - - - - - - S ELVIN I I I Z I I I i I I I I Q to 111 I — I I — `�III _ , II 11 WH Z �1 1m1H _ I I I I I I I I I I I I I 1 1 t � _ _ _ _ _ _ _ _ _ _ _ SII � U; � O MGUS lm II IIII I I I DR SE� I I I I �5 II I m 'w I--� HANG ON AB 5' - (2) 2" x 1211 l2 1-3/ " x 1 " L L B I ,s ( - - - - - - - - - - R = I - _ - I - © I - - - -I B TT. 1m'- " A_F- . - - - I 5'' I I I I I I I - - - - - - - - - � _ — ro I N r)RY - - - - - - - - III q � X II x II cV x II X II I _ I I _ I 1 11 Q O = = I - - - - - - lm -1-1/4_ROOF PL _ _ O �r cv I I I cv - - " SII p- II 11 11 11 ' I I (2) 211 x 12" (2) 2" x 1211 S 1 1/4 CLC. PL O O (2) 2 x 12 O (2) 2 x 12O �� ", I I—h N N cv O O O - - - - - - +-1 11 Ole- - - amu U A A A D I - - - - - - - - - - - (2) 2" 1211 u(2) " x 12" (2) 1-3/4" x 11-7/S" LVL (2) 11 x W11 ''(aII� 211 1211 „ i ( 2) 211 , 11 = = I (2) �� x_2�� HU212-2.5 "SIMPSON" _N I I I N - - - - - - - O HANGERS XII I) x _ _ _ _ _ _ _ _ _ _ _ m II 11 2J 5 (2) 1- /4" x 11-1/8" L L � " II _ I } N C2) 2 12 BO TO 1 -1 A.F. . 2J S + liG (2) 2 x 12 BOT OM lm I A.F.F. " - - - - - - - - - - II " II _ _ _ _ _ _ _ _ _ _ - w � w II , NT41 PL II B — — — — — — — — — — — �I X B W co - - - - - - - - -I- - - - - - - - - - -4 > EP- - - - - - - - - - - - - - - - - - S-5 - - - - - - - - - - - �I S 5 _ - — - — _ — _ 2 (3) 2" x 12" 2 C3) 2" x 12" - 2 (3) 2" x 12" 2 _ I -_ - - - - - A - - - - - - - - - x SYP. 12 S-5 - - - - - - A - - - - _ '� • 0 STEPS UP (2) 2" x 1211 (2) 2" x 1211 I N L -AN/ LOUJEfR fRC0E --- - C f � I N� J 0 f 5T & L ABOUT/ �CLINED FL OO fR 5H AR WALLS L A�CIJT I SC/ 0 LL_ (V Q N USE (3) ROWS L-LJ USE (2) ROWS w NASOF COMMON OF 10d COMMON NAILS @ 12" O,C. CS STAGGER NAILS U NAILS @ 12" O.C. to ON BOTH SIDES. Z N� N TYPICAL OF (2) 2" x 6" THRU (2) 2" x 12" TYPICAL OF (3) 2" x 10" THRU (3) 2" x 12" H--� SOLID SAWN LUMBER SOLID SAWN LUMBER TABLE FOR SHEAR WALLS FRAMING (GROUND FLOOR) W �_ _ = N ` l z � N N O f THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS usE (2) Rows Lu USE (3) ROWS 1/2"0 A307 MACHINE OTHERWISE NOTED IN THE TABLE: Q OF 12d COMMON BOLTS w/ NUT AND A WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS. OF 12d COMMON NAILS @ 12" O.C. ) 2"0 STEEL WASHERS » NAILS @ 12" o.C. d STAGGER NAILS B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COLLAR NAILS FOR 1/2 AND Q O ua ON BOTH SIDES. ® 12" O.C. 5/8" THICK BOARD RESPECTIVELY. ADDITIONAL NOTES: iE C) SOLE PLATE–CONCRETE SLAB ANCHORS SHALL BE 1/2"0 THREADED STEEL RODS (A36 STEEL) o N " " FOR EXTERIOR WALLS OR 1/2"0 x 7" ADHESIVE ANCHOR BOLTS FOR INTERIOR WALLS. 1) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE W BOLTED PER DETAIL "B" OF SHEET No. S-5. W (2) 1-3/4" PLY LVL (3) 1-3/4" PLY LVL. (4) 1-3/4" PLY LVL � N � DESIGNATION REQUIRED SINGLE OR SHEATHING TO STUDS FLOOR TO FLOOR 2) FOR LOCATIONS CLOUDED AS n 2 ? , INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE (2) 1/4" A36 STEEL (2) 1/4" A36 STEEL STRAPPED AT TOP & BOTTOM A _SHOWN ON DETAIL "A" ON SHEET No. S-5. I--I FLITCH PLATES FLITCH PLATES SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING - - - - - _ - - _ _ - -- _ - - - -_ - - 3) FOR LOCATIONS CLOUD ED AS 3 , INDICATE LOCATIONS WHERE JAMB STUDS SHALL BE STRAPPED AT TOP & BOTTOM AS SHOWN ON DETAIL "M" ON SHEET No. S-5. U W '�— 7/16" OSB O 1-- A SINGLE 6 / 12 60 O.C. 1/2"0 A307 MACHINE (BLOCKED) 4) FOR LOCATIONS CLOUDED AS ` INDICATE LOCATIONS WHERE JAMB STUDS SHALL BE W m (— BOLTS w/ NUT AND STRAPPED AS SHOWN ON DETAIL "N" OF SHEET No. S-5. 2"0 STEEL WASHERS 0 0 12" o.C. © 7/16" OSB 5) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL HAVE THEIR z � Z SINGLE 4" / 12" 60" O.C. JAMBS STRAPPED TO THE HEADERS AS SHOWN ON DETAIL "E" OF SHEET No. S-5. 0 N (BLOCKED) m � < 6) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON 0 © 7/16" OSB SCHEDULE "A" ON SHEET No. S-4. STRAPPING WILL BE ADEQUATE TO RESIST SHEAR � (3) 1-3/4" PLY LVL (4) 1-3/4" PLY LVL SINGLE 3" / 12" 36" O.C. FORCES ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. (2) FLITCHA36 PLATESTEEL (2) F TCHA36 PLATESTEEL BEARING STUD REQUIREMENTS FOR BEAMS/GIRDERS: (BLOCKED) 7) THE ALLOWABLE SHEAR VALUES OUTLINED BY FBC-2001 FOR BOTH EXTERIOR AND. INTERIOR "K" DENOTES KING STUD AND "J" DENOTES JACK STUD. O WALLS HAVE BEEN REDUCED BY 18% TO ACCOMMODATE THE USE OF #2 SYP. GRADE OF JOB NUMBER ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED 7/16" OSB SINGLE 2" / 12" 36" O.C. LUMBER FOR WALL CONSTRUCTION. r,,. °'"""''•- i WITH (1 )K+(2)J's AT END SUPPORTS OR (2)K's AT 8) FOR LOCATIONS CLOUDED INDICATE JAMB STUDS TO BE STRAPPED PEyDETAILa, »'- �Il T I �L �' �5 FRS CONN CT f Cil E) TAILS INTERMEDIATE SUPPORTS. LVL BEAM REQUIREMENTS ARE oN SHEET S-5. = NAIL PANEL EDGES ONTO STUDS. - SHOWN ON PLAN ABOVE AND DENOTED BY: #-K'S # = = :` SHEET NUMBER NOT TO SC,4LE: * = ADD ;1/2"0 x 7" ADHESIVE ANCHORS TO ACHIEVE SPACING. 9) �� INDICATES 2' x 8 SYP. 2 CJs @ 24 O.C. U.N.O. T - 2S0F S - 5 s s ' I • �• '' j4tfit;ll 0,,• z z 0 1O' = 1 = 1/4If FL a 0 w c9 c� g lf� w w N z 0 Ln 10' = 1 = 1/4 " FLs l� 10' = 1 = 1/ ii 11 FL 2, /'D m GENERAL FRAMING/LAYOUT NOTES: 1) EXTERIOR WALLS: - 2x6 #2 SYP. a 16" O.G. TYP. - 1/16" OSB W/ TYVEIG OR EQ, VAP. BAR. w - HARDILAP COMPOSITE SIDING AND TRIM Q - R-19 INSULATION BELOW 1/2" SHEETROCK 2) ALL WINDOW AND DOOR OPENINGS PER MANUFACTURER'S M SPECIFICATIONS FOR R/O SIZE, JAMB SPECS AND WIND I II co REQUIREMENTS AND STANDARDS. - L N �z - GARAGE DOORS SERIES 280 - D.L. 25 PSI/T.L. 31.5 PSI 10' = 1 = 1/4'' 1,001= FL - WINDOWS LESS THAN 18" A.F.F. TO BE SAFETY GLASS 12 12 3) INTERIOR FRAMING 2X4 TYP., 2X6 AT PLUMBING AND BEARING WALLS {E 10' HT. FINISH 1/2" SHEETROCK (5/8" OPT) 12 W Ln �3 0 4) PLATES: 1st FLOOR MAIN: 10' - 1-1/4" FL (2) 2"x10" SYP. #2 (2) 2"x10" SYP. #2 FLOORING: 16" FLOOR TRUSS W/ 3/4" T4G CDX Q C-,,j CD SUBFLOOR = CD I 2nd FLOOR MAIN: 9'-1" PL---iE 20'-1" TOP PL - 2nd FL DORMER PL: 20'--f" T1��3 PL o T x n1 I 0 ) II GARAGE ROOF PL: 10'-1-1/4" PL I (2) 2"x10" S P. — GARAGE CEILING PL: 8'-1-1/4" + 16 FLOOR DROP TO MAIN FLOORING: 14" TJI FLOOR JOIST W/ 3/4" T&G CDX \ D M 3 C2) 2"x " P. #2 (2) 2"x10" SYP. #2 Z \ BONUS/pORMER PL: 11'-lID" PL Io - = NAIL C.J.'s TO RESPECTIVE ROOF R TER 7'- HT d' HT I`-' W/ (6) loci COMMON NAILS TYP. � � m In 5) MAIN ROOF PITCH 10/12, OVERHANG 16" TYP. \ +- I 1 p� m m - ENTRY PORCH: 4/12 \ o m 111 I SEE DETAILS "p" "K" FOR FLOOR 10 � -� z w - REAR PORCH: 3/12 z _ DINING VERANDA: 5/12 \ P` III I TO FLOOR STRAPPING ON SHEET 5-5 -i J 3 w Q 2nd FLOOR REAR: 6/12 17N 111 1 Q z w 12 W n- _ Q U \ BATH 3 J " z 0 0 o U Q o cr: - 8001= DESIGNED FOR ARCHITECTURAL SHINGLES NAIL C.J.'s TO RESPECTIVE ROOF RAFTER _ I A w w - ROOF PER CONVENTIONAL FRAMED LAYOUT W/ (6) loci COMMON NAILS TYP. c0 III-' X X x x Bt R[t u FROM STRUCTURAL ENGINEER \ x ��� m 9 -1" HT Y A ' - 1/16" OSB ROOF DECK W/ #15 FELT HVAC o w I I> in - CONVENTIONAL FRAMED OVER GARAGE/GAMEROOM VAULTED CEILING m III \ N in 6 STORAGE AREAS - - - - - - - 111 EILING VAU TS61A o 6) FOUNDATION SET AT 3-4 COURSES MIN. ABOVE FOOTER GAP. \ m 7'-0" KNEE-WALL - ,, VERIFY AT SITE. _ ' III O CONTRACTOR TO VERIFY SOIL SUITABILITY FOR CONSTRUCTION _- _ _ -_ --- — - _ _ _ -- D MER � WITH OWNER'S ENGINEERING AND TESTING SPECS. - � i LI EN C- " _ � � 1) INSULATION AREAS TO INCLUDE: `0 WAL -IN LOS 11 ALC N CQ - ALL EXTERIOR WALLS N - ALL WALLS ADJACENT TO UNCONDITIONED SPACES x (3) 1-3/ IS" LVL BM BOTT, N W 10N + _I _❑PEN RAIL PER SBC 101 _ LO - ALL ROOF RAFTERS BENEATH EXPOSED ROOF MATERIALS _V A TED ILING •5 - .� T u - - o , o ~� A.F.F. I 8) PLUMBING BY OTHERS CO HGUS 5.5/14 al 1 +138 ci 1 IN 6. ,B) HVAC BY OTHERS "SIMPSON" 11 HANGER ftl �- 0 I-�--� ID) PROJECT STRUCTURAL ENGINEERING OF ALL MEMBERS, CEILING VAULTS -a L N q +1 1� - E---I BEAMS GIRDERS AND BEARING POINTS TO BE BY \ o T❑ 9'-1 HT - CERTIFIED FLORIDA STRUCTURAL ENGINEER. cu �4 T❑ 9' 1' T 6'-4" KNEE-WALLHVAC I a 12 o x u 3 0 \ B NUS ROE0 SE DETAILS "D" e "K" FOR FLOO Y E R TO LOOK STRAPPING ON SHEET 6-5 �, w ° E N @ AULTED � C) E L E�✓ CEILING CEILING LO VA If T111 LD C G ILI I B❑❑ KS CD O 12 1 12 10 NAIL C.J,s TO RESPECTIVE ROOF AFTER wI ' KNE A W/ (6) loci COMMON NAILS TY U. � W 12 1 AVAIJLS I----i 10' - 1 - 1/�" � 0 ¢• ❑ 8'-6 HT DER ER DORMER N DON i RMER D CD CDO 0 1 B N x ol La. :: =�I _ :: < 2i T (2) 2"x10" SYP. (2) 2"xl " S P. 02 10" (2) 2"xI0" YF. #2 o w c z Y 1�' - 1 - 1/4'' �� H Q I--I 10 �.. - - 12 12 w 3 WF--�-I z w O A Y _j • l�1 W '-G` H T 10' - 1 - 1/4" FL d-I 2 1 _ 1 1 �� ) 2"x10' 10' = 1 = 1/4" 001= FL Q CLCD. FL 5ECONID FLOOfR 5HE74R UJALL5 LA"� OUT/ 0 BEARING STUD REQUIREMENTS FOR BEAMS./GIRDERS: 0 I O Ut=f=EfR fROOF CEILING JOISTS L74`r0UT _ "K" DENOTES KING STUD AND "J" DENOTES JACK STUD. v ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED Q �' WITH (1)K+(2)J's AT END SUPPORTS OR (2)K's AT m � SCALE: 1/4" = V-011 INTERMEDIATE SUPPORTS. LVL BEAM REQUIREMENTS ARE W SHOWN ON PLAN ABOVE AND DENOTED BY: � z � CEILING J 015T6 LAYOUT � < INDICATES 2" x 6" SYP. #2 C.J.'s a 24" O.C. Ln x TABLE FOR SECOND FLOOR SHEAR WALLS FRAMING (SECOND FLOOR) z INDICATES 2" x 8" SYP. #2 C.J.'s a 24" O.G. w x x THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING z INDICATES 2" x IID" SYP. #2 c.J.`s a 16" o.C. CRITERIA UNLESS NOTED OTHERWISE IN THE TABLE: Q A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS. � B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COLLIER Q NAILS FOR 1/2" AND 5/8" THICK BOARDS RESPECTIVELY, OR w O 1 -1/4" TYPE S OR W, #6 SCREWS FOR EITHER BOARD THICKNESS. O cn DESIGNATION REQUIRED SINGLE OR SHEATHING H -.SHEATHING - DOUBLE . - TO-STUDS 0-)- SHEATHING NAIL SPACING ,q 7/16" OSB ,� U W OSINGLE / 12" \ 1-- (BLOCKED) W m W O (BLOCKED) SINGLE 3/ 12" Q Ln z m Q ADDITIONAL NOTES: 0 1) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR, WHERE WALLS ARE A CONTINUATION OF GROUND FLOOR WALLS, MAY BE BOLTED PER DETAIL "F" ON SHEET No. S-5. 2) ' FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE MODEL No. CS20,,,, � ,,,, JOB NUMBER "SIMPSON , SPACED AT 32 O.C. AT BOTTOM AND ALSO APPLIED 'AT•�` n.; ' '-, TOP PER DETAIL "D" ON SHEET No. S-5. �''••''"y" 3) WHERE SECOND FLOOR WALLS ARE SUPPORTED BY FLOOR GIR1 EI'S. AND ARE NOT A CONTINUATION OF FIRST FLOOR WALLS, EXTERIOR ViALL = f = SHEET NUMBER OPENINGS MAY BE STRAPPED PER DETAIL "K" ON SHEET No. :'5 ) - 3 OF S - 5 _j Y f. I r 0-1-1/4" PL z in o fY \ / n LL Q W 10'-1-1/4" PL 10'-1-1/4" PL `n 1 Z tit � m II x 10" SYP. #2 RO F RAF ERS 24" O.0 Poo- I I I I I ROOF RIDGE OR HIP W (y) C� a - - - - Z`e - KICLO� Q U (SEE THIS SHEET)cu P cu 20' 12 _ _ _ _ I I I I I I I c " 10'-1-1/4" �00F PL $ FI I I I I I I I I I L 12 ��x 10' SYP. #2 RO F RAF ERS 4" O.c8 1 1/4 CLG. PL 12 x (K LSTA24, "SIMPSON" xI I I I I I � `V 4" x 4" POSTAT EACH BRACELn oTUB - I 135' (MIN) CS�10WER I I I I oBEDR❑ M #3 - - CD INTERIOR BEARING WALL 1/2"0 THREADED STEEL ROD ED I i I ( I T- (SEE DETAILS ON SHEET No. S-5)9'-1" HT v- E ON BEARING WALL >W 3 m� - '� �� � CASE No. 1m m �, BATIH I I 2'I 110" SIP. #2 ROOF RAFTE S .C. �' 3 J tK z (-DW= 0 W I q Y BEDRO❑M 4 u N - - w � = a- Q9'-1° HT I IWX `I ROOF RIDGE OR HIP 0 U Q C1 C/VAC o N > (SEE THIS SHEET) VAULT D CEI ING `0 I I CEILING VAULTS 2� 12 ° I 7' 0° KN E-WA L T❑ 8'-6' HT (2) 2"x10"° 8 T❑R G E I I I I I LINENLo II11D❑RMER x 12 RI GE 2 x 12 RI GE 2" x 10" RIDGE 11 �� ALK-IN CL'SE I� 2" x 1 " RID E " x 10' SY #2 RO F RAF RS 4" O.0 I I IBATH I I 2, - - ATTEAC,H,SIMP ON II+1 7,2 " +147,2 ° B AL X❑N \� Q ` +/ (2) 2"X10" N 4" x 4" POSTcy'D �-"Dg ❑PEN }kIL PER SBC 101 2 12 I4 �VAULTED CEILING ET II I + + 0 135' (MIN)E R❑ M I I ANDIN� I d o �� H L "CEILING VAULTIS I +1 8 n n +138 -IIT❑ I9'-1" f�T = I I �II I 11= I I = I I � I I of I CC) IIS II II- Q +11 � +11 " X u u X X I N X " X W TRIPLE CEILING JOISTS 2) 2X1 _ ) x10 _ ( �1� 11= _ - II 11= 0 1- r _ _ cv (3) 2" X 12" OR LVL GIRDER �N \ �2 ^u ��, IIN 9, 1 N 6'-4" KN E-WALIHVACI I I -_j 12 (K ~ �I �I I - 3 - o o - O ON CEILING JOISTS OR LVL BEAMS H / u Irim I I S z lb 1 CASE No. 2 �� ❑YE I �_ ❑ E N ❑ v uLT D III I AULT D I I I I I , + ti II EILI G EILI G I I DETAIL i I I EL❑ �' II II II I ST❑ AGE _ _ Vr ULTE - ULT�D I 1 I II - I I - l - - - TYP. INTERIOR BEARING DETAIL EILIN 12 @ EILING II B❑❑KS 12 0 B❑❑KS I z N - CEILING VAULTS x W [� i 1 FOR ROOF HIPS Lc RIDGES � 5' NEE- N 10 N 5' K EE- A KNEE-WALL `�' 12 12 lI 12 Imo• W IQ (N.T.S.) O w �'J � � O 10'-1-1/4" PL II to - - �) A DOWER > _ D❑RMER o II I oNo � @� D❑R ER II II D❑R ER `� X II X 2" x 10" RI 10° N GENERAL FRAMING/LAYOUT NOTES: LI I I I - - J - +fie%(2)_2"x10" - O o 10" I CD 3 �o �-I 1) EXTERIOR WALLS: - 2x6 #2 SYP. a 16" O.C. TYP. w - - 1/16 OSB W/ TYVEK OR EQ. VAP. BAR. z HARDILAP COMPOSITE SIDING ANp TRIM cu - R-19 INSULATION BELOW 1/2 SHEETROCK N IO I 1/4 PL z W 2) ALL WINDOW AND DOOR OPENINGS PER MANUFACTURER'S I I I I v I I I I I I I I I I I I I - - 6R - cy 12 SPECIFICATIONS FOR R/O SIZE, JAMB SPECS ANp WIND " x 10" SYP. 02 RO F RAFTERS 24" O.0 0 0 w • �..� - REQUIREMENTS AND STANDARDS. - - GARAGE DOORS SERIES 280 - D.L. 25 PSI/T.L. 31.5 PSI - WINDOWS LESS THAN 18 A.F.F. To BE SAFETY GLASS 3) INTERIOR FRAMING 2X4 TYP., 2X6 AT PLUMBING AND BEARING - - - > LO - - 0 WALLS lE lm' HT. FINISH 1/2" SHEETROCK (5/8" OPT) r, I N If 7'-E' HT � W 4) PLATES: 1st FLOOR MAIN: 10 - 1-1/4 PL 10'-1-114" PL p� O) FLOORING: 16" FLOOR TRUSS W/ 3/4" T4G CDX 20'-7" PL SUBFLOOR `� 2nd FLOOR MAIN: S'-1" PL---iE 20'-1" TOP PL 2nd FL DORMER PL: 20'-1" PL --- - --- -- - - _ -- --- - - - - -- - -_ - ---- - ---- -- _ - - - - - - _ - -- - - - - ---- - -_ - - - - GARAGE ROOF PL: 10'-1-1/4" PL GARAGE CEILING PL: S'-1-1/4" + 16 FLOOR DROP TO MAIN FLOORBONUS/p RMERI PL= 11l''1011 POOR JOIST W/ 3/4" TSG CDX l0'-1-1/4" BOOP PL 5) MAIN ROOF PITCH 10/12, OVERHANG 16" TYP. 8'-1-1/4" CLG. PL - ENTRY PORCH: 4/12 Q - REAR PORCH: 3/12 D - DINING VERANDA: 5/12 ry - 2nd FLOOR REAR: 6/12 0 O - ROOF DESIGNED FOR ARCHITECTURAL SHINGLES CONVENTIONAL fFRAFTEfRS FFRA�IING A LL- - ROOF PER CONVENTIONAL FRAMED LAYOUT t FROM STRUCTURAL ENGINEER - 1/16" OSB ROOF DECK W/ #15 FELT `J' C,4L1/4" = l'-011 - CONVENTIONAL FRAMED OVER GARAGE/GAMEROOM W 4 STORAGE AREAS m T h 6) FOUNDATION SET AT 3-4 COURSES MIN. ABOVE FOOTER CAP. VERIFY AT SITE. CONTRACTOR TO VERIFY SOIL SUITABILITY FOR CONSTRUCTION WITH OWNER'S ENGINEERING AND TESTING SPECS. Q 1) INSULATION AREAS TO INCLUDE: Q �+ - ALL EXTERIOR WALLS H P4 - ALL WALLS ADJACENT TO UNCONDITIONED SPACES SOUTHERN PINE SPAN TABLES SOUTHERN PINE SPAN TABLES ALL PLUMBING WALLS TABLE 1. FLOOR JOISTS - 30 PSF LAVE LOAD, 10 PSF DEAD LOAD, 360 DEFLECTION TABLE 14. RAFTERS - 20 PSF LIVE I AlLLOAD, 1D PSF�DEAD JLLOAQDD240 DEFLECTION, C D= 1.15 v 1 Ln - ALL ROOF RAFTERS BENEATH EXPOSED ROOF MATERIALS W { SIZE SPACING GRADE SIZE SPACING GRADE z S) PLUMBING BY OTHERS VISUALLY GRADED MACHINE STRESS RATED (MSR) MACHINE EVALUATED LUMBER (MEL) VISUALLY GRADED MACHINE STRESS RATED (MSR) MACHINE EVALUATED LUMBER (MEL) O -- INCHES INCHES SELECT No.1 No.2 No.3 24001-2.OE 22501-1.9E 210Df-1.BE 1950f-1.7E M-23 M-19 M-14 INCHES INCHES SELECT No.I No.2 No.3 2400f-2DE 2250f-1.9E 21DOf-1.8E 1950f-1.7E M-23 M-19 M-14 ,B) HVAC BY OTHERS ON CENTER STRUCTURAL ON CENTER STRUCTURAL O 12 12-3 12-0 11-10 10-5 12-0 12-6 12-3 12-0 12-3 11-10 12-0 12 16-1 15-9 15-5 11-11 16-8 16-4 16-1 15-9 16-1 15-6 15-9 � Q 16 11-2 10-11 10-9 9-0 11-7 11-4 11-2 10-11 11-2 10-9 10-11 16 14-7 14-4 13-4 10-4 15-2 14-11 14-7 14-4 14-7 14-1 14-4 Z 10) PROJECT STRUCTURAL ENGINEERING OF ALL MEMBERS, 2 x 6 19.2 10-6 10-4 10-1 8-3 10-10 10-8 10-6 10-4 .10-6 10-1 10-4 2 x 6 19.2 13-9 13-6 12-2 9-5 14-3 14-0 13-9 13-6 13-9 13-3 13-6 BEAMS GIRDERS AND BEARING POINTS TO BE BY 24 9-9 9-7 9-4 7-4 10-1 9-11 9-9 9-7 9-9 9-4 9-7 24 12-9 12-6 10-11 8-5 13-3 13-0 12-9 12-6 12-9 12-3 12-6 �I CERTIFIED FLORIDA STRUCTURAL ENGINEER. 12 16-2 15-10 15-7 13-3 16-9 16-6 16-2 15-10 16-2 15-7 15-10 12 21-2 20-10 19-11 15-3 21-11 21-7 21-2 20-10 21-2 20-5 20-10 Q 2X8 16 14-8 14-5 14-2 11-6 15-3 15-0 14-8 14-5 14-8 14-2 14-5 2x8 16 19-3 18-11 17-3 13-2 19-11 19-7 19-3 18-11 19-3 18-6 18-11 19.2 13-10 13-7 13-4 10-6 14-4 14-1 13-10 13-7 13-10 13-4 13-7 19.2 18-2 17-7 15-9 12-0 18-9 18-5 18-2 17-9 18-2 17-5 17-9 r 24 12-10 12-7 12-4 9-5 13-4 13-1 12-10 12-7 12-10 12-4 12-7 24 16-10 15-9 14-1 10-9 17-5 17-2 16-10 16-6 16-10 16-2 16-6 w 12 20-8 20-3 19-10 15-8 21-5 21-0 20-8 20-3 20-8 19-10 20-3 12 26-0* 26-0* 23-9 18-0 26-0* 26-0* 26-0* 26-0* 26-0* 26-0 26-0* 16 18-9 18-5 18-0 13-7 19-5 19-1 18-9 18-5 18-9 18-0 18-5 16 24-7 22-11 20-7 15-7 25-5 25-0 24-7 24-1 24-7 23-8 24-1 2 x 10 19.2 17-8 17-4 16-5 12-5 18-3 18-0 17-8 17-4 17-8 17-0 17-4 2 x 10 19.2 23-2 20-11 18-10 14-3 23-11 23-7 23-2 22-8 23-2 22-3 22-8 f�1 LTJ 24 16-5 16-1 14-8 11-1 17-0 16-8 16-5 16-1 16-5 15-9 16-1 24 21-6 18-9 16-10 12-9 22-3 21-10 21-6 21-1 21-6 20-8 21-1 LSI (/) 99 99 12 25-1 24-8 24-2 18-8 26-0 25-7 25-1 24-8 25-1 24-2 24-8 12 26-0* 26-0* 26-0* 21-5 26-0* 26-0* 26-0* 26-0* 26-0* 26-0* 26-0* SCHEDULE A 16 22-10 22-5 21-1 16-2 23-7 23-3 22-10 22-5 22-10 21-11 22-5 16 26-0* 26-0* 24-2 18-6 26-0* 26-0* 26-0* 26-0* 26-0* 26-0* 26-0* 2 x 12 19.2 21-6 21-1 19-3 14-9 22-3 21-10 21-6 21-1 21-6 20-8 21-1 2 x 12 19.2 26-0* 24-11 22-0 16-11 26-0* 26-0* 26-0* 26-0* 26-0* 26-0* 26-0* - _ r _ - E _ - - - - - - - - - F-�--I RAFTERS 8c STUDS STRAPPING TO PLATES SCHEDULE 24 19-11 19-6 17-2 13-2 20-8 20-3 19-11 19-7 19-11 19-2 19-7 24 26-0* 22-4 19-9 15-2 26-0* 26-0* 26-0* 25-7 26-0* 25-1 25-7 MAX.SPANS GIVEN IN FT.&IN.;INSIDE TO INSIDE OF BEARINGS MAX.SPANS GIVEN IN FT.&N.;INSIDE TO INSIDE OF BEARINGS rr CONVENTIONAL FRAMING THESE SPANS ARE INTENDED FOR USE IN ENCLOSED STRUCTURES OR WHERE THE MOISTURE CONTENT IN USE DOES NOT EXCEED 19%FOR AN EXTENDED ROOF RAI T E R S FRAMING LEGEND W ( ) PERIOD OF TIME UNLESS THE TABLE IS LABELED WET-SERVICE. APPLIED LOADS ARE GIVEN IN PSF(POUNDS PER SQUARE FOOT). DEFLECTION IS LIMITED TO THE SPAN IN INCHES DIVIDED BY 360, 240 OR 180 AND IS BASED ON LIVE LOAD ONLY. THE LOAD DURATION FACTOR. CD. IS 1.0 UNLESS SHOWN AS TABLE 9. CEILING JOISTS - 20 PSF LIVE LOAD, 10 PSF DEAD LOAD, 240 DEFLECTION 1.15 OR 1.25. AN ASTERISK (*)INDICATES THE LISTED SPAN HAS BEEN LIMITED TO 26'-0" BASED ON AVAILABILITY; CHECK SOURCES OF SUPPLY FOR DRYWALL CEIUNG NO FUTURE ROOM DEVELOPMENT,BUT LIMITED ATTIC STORAGE AVAILABLE LUMBER LONGER THAN 20'. HIGHLIGHTED SIZES/GRADES ARE NOT COMMONLY PRODUCED. O 4" x 4" UPRIGHTS TO BEAR ON BEARING � ROOF RAFTERS RAFTERS TO TOP PLATES TOP PLATES RAFTERS TO slzE SPACING GRADE ® WALLS OR DOUBLE CEILING JOISTS. SEE W m 0 TOP PLATES TO STUD WALLS TO CMU BLOCK RIDGE BEAM VISUALLY GRADED MACHINE STRESS RATED (MSR) MACHINE EVALUATED LUMBER (MEL) DETAIL "P" ON THIS SHEET. O INCHES INCHES SELECT No.1 No.2 No.3 2400f-2.OE 2250f-1.9E 2100f-1.8E 1950f-1.7E M-23 M-19 M-14 ON CENTER STRUCTURAL INTERIOR BEARING WALL z Ln z 1/2"0 STEEL THREADED RODS 12 10-3 10-0 9-10 8-2 10-7 10-5 10-3 10-0 10-3 9-10 10-0 - 2 x 6 RAFTER H2.5A, "SIMPSON" SEE SHEET No. S-2 & S-3 1/2"0 X 10" J-BOLTS (5)-10cd COMMON'S 16 9-4 9-1 8-11 7-1 9-8 9-6 9-4 9-1 9-4 8-11 9-1 SEE DETAIL "R" ON THIS CLIPS FOR DETAILS & LOCATIONS © 24" O.C. 2 X 4 192 8-9 8-7 8-5 6-5 9-1 8-11 8-9 8-7 8-9 8-5 8-7 SHEET. m O 24 8-1 8-0 7-8 5-9 8-5 8-3 8-1 8-0 8-1 7-10 8-0 12 16-1 15-9 15-6 12-0 16-8 16-4 16-1 15-9 16-1 15-6 15-9 0 2 x 8 RAFTER SAME AS ABOVE SAME AS ABOVE SAME AS ABOVE (6)-10cd COMMON'S 2x 6 16 14-7 14-4 13-6 10-5 15-2 14-11 14-7 14-4 14-7 14-1 14-4 19.2 13-9 13-6 12-3 9-6 14-3 14-0 13-9 13-6 13-9 13-3 13-6 24 12-9 12-6 11-0 8-6 13-3 13-0 12-9 12-6 12-9 12-3 12-6 12 21-2 20-10 20-1 15-4 21-11 21-7 21-2 20-10 21-2 20-5 20-10 2 x 8 16 19-3 18-11 17-5 13-3 19-11 19-7 19-3 18-11 19-3 18-6 18-11 2 x 10 RAFTER SAME AS ABOVE SAME AS ABOVE SAME AS ABOVE (8)-10cd COMMON'S 19.2 18-2 17-9 15-10 12-1 18-9 18-5 18-2 17-9 18-2 17-5 17-9 „ „ „ 24 16-10 15-10, 14-2 10-10 17-5 17-2 16-10 16-6 16-10 16-2 16-6 NOTE: ALL ROOF RAFTERS ARE 2 x 8 SYP. #2 @ 24 O.C. JOB NUMBER 12 26-0* 26-0* 23-11 18-1 26-0* 26-0* 26-0* 26-0* 26-0* 26-0* 26-0* 2 x 12 RAFTER SAME AS ABOVE SAME AS ABOVE SAME AS ABOVE (8)-10cd COMMON'S 2 xto 16 24-7 23-1 20-9 15-8 25-5 25-0 24-7 24-1 24-7 23-8 24-1 UNLESS NOTED OTHERWISE ON PLAN. ,,,►���� � 19.2 23-2 21-1 18-11 14-4 23-11 23-7 23-2 22-8 23-2 22-3 22-8 24 21-6 18-10 16-11 12-10 22-3 21-10 21-6 21-1 21-6 20-8 21-1 THESE SPANS ARE INTENDED FOR USE IN ENCLOSED STRUCTURES OR WHERE THE MOISTURE CONTENT IN USE DOES NOT EXCEED 19%FOR AN EXTENDED • 'y "°7",...�.•' ` PERIOD OF TIME UNLESS THE TABLE IS LABELED WET-SERVICE. APPLIED LOADS ARE GIVEN IN PSF(POUNDS PER SQUARE FOOT). DEFLECTION IS LIMITED '. a?' .p •• _ TO THE SPAN IN INCHES DIVIDED BY 360, 240 OR 180 AND IS BASED ON LIVE LOAD ONLY. THE LOAD DURATION FACTOR, CD, IS 1.0 UNLESS SHOWN AS .ra 1.15 OR 1.25. AN ASTERISK (+) INDICATES THE LISTED SPAN HAS BEEN LIMITED TO 26'-0-BASED ON AVAILABILITY; CHECK SOURCES OF SUPPLY FOR ' _ '. `'• .- LUMBER LONGER THAN 20'. HIGHLIGHTED SIZES/GRADES ARE NOT COMMONLY PRODUCED. xr SHEET NUMBER �.r. 1�6 C - _ 4 OF i aq 2 •' w. •� H2.5A, "SIMPSON" H2.5A, "SIMPSON" H2.5A, "SIMPSON" CLIP (TYP.) OR ( ROOF RAFTER m VCLIP (TYP.) OR ROOF RAFTER CLIP (TYP.) OR 1/2"0 THREADED STEEL RODS ROOF RAFTER SEE SCHEDULE "A" CIL DESIGN CRITERIA SPACED PER SHEET # S-3. I SEE SCHEDULE "A" SEE SCHEDULE "A" Z ADDITIONAL EXP. BOLTS MAY STUD WALL ON SHEET # S-4. ON SHEET # S-4. ON SHEET # S-4. g BE NEEDED PER SHEAR WALL #4 RODS CONT. 1/2"0 THREADED STEEL RODS 1) LIVE LOADS: 1 TABLE ON SHEET # S-2. 4" CONC. SLAB W/6x6xlO/10 W.W.F. SPACED PER SHEET # S-3 . z O OR FIBERMESH ADDITIONAL EXP. BOLTS MAY ROOF...............................20#/sq. ft., FLOOR...........40#/Sq. ft. BE NEEDED PER SHEAR WALL X _:__ TABLE ON SHEET # S-2. x G 2) WIND LOADS: = EXPANSION JOINT o THREE SECOND GUST WIND VELOCITY PER FBG-2001........................120 MPH - RECESS SLAB 3/4"x 10" WIDE 1 IMPORTANCE FACTOR =1.0, WIND EXPOSURE "C", CATEGORY "II" BUILDING I III 6 MIL. V.B. OVER CLEAN, STUD WALL I AT GARAGE DOOR cD ( FACTOR) WELL COMPACTED TREATED FILL PRE-ENGINEERED ROOF TRUSSES CCPi = (+) OR (-) 0.18 (COMPLETELY ENCLOSED BUILDING) 6x6x10/10 W.W.F. OR FIBERMESH w.w.F. 1/2"0 THREADED STEEL 3) COMPONENTS & CLADDING DESIGN PRESSURES GATOR NUT #4 RODS VERT. ON 48" O.C. & AT CORNERS. OR FIBERMESH --- OR FIBERMESH STRAPS."SIMPSON", /02"0 THREADED STEEL ROD PER SHEET # S-3 w *** :^I• VERT. RODS SHALL BE HOOKED 6" INTO D PER SHEET # S 3 CS20, "SI T N I -r ROOF (ANYWHERE)= -50.1 Psf, +23.7 Psf x - = FOOTINGS @ BOTTOM AND 12" INTO SLAB <` Y-• '" x ��3"x 3"x 1/8" x _ _ @ TOP. FOR HORIZ. REINFORCEMENT, USE STEEL WASHER j-1 -1I I-I I I I I I-I 9 go. HORIZ. JOINT REINFORCEMENT - I WALLS: ZONE '5" IS WITHIN 7.5 ft. OF CORNERS, ZONE "4' IS ANYWHERE ELSE. - ::1 . ....� . I= I.. =III=III- ON 16" O.C. (MAX.) N z ." 2 5 CONT HOOKED �- 2 5 CONT. HOOKED cn III- O-# D O-# o D HURRICANE STRAPPING PER - -i i I ..'°.. ZONE EFFECTIVE WIND AREA (sq. ft.) PRESSURE (PSF) ZONE EFFECTIVE WIND AREA (sq. ft.) PRESSURE (PSF) sCH. "A" ON SHEET # S-4 TOP PLATE : I: ._... lJJ I & TIED AT CORNERS I & TIED AT CORNERS OF WALLS ** = 48" (MAX.) OR •=, .. �.� •: III- t MIN. 18" 12"-{ MIN. 18" CONSULT ENGINEER ,:'.� 4 10.0 35.00 -38.00 5 10.0 35.00 -46.90 � II II TURN DOWN SLAB DETAIL x 4 20.0 33.35 -36.30 5 20.0 33.34 -43.70 `° 20"(W)x 10"(H) CONCRETE FOOTING �20"� X > 4 50.0 31.30 -34.30 5 50,0 31.32 -39.55 REINFORCED W/(2)-#5 RODS CONT. I I x m 4 100.0 29.70 -32.70 5 100.0 29.70 -36.32 1/2"0 THREADED STEEL TURN DOWN SLAB DETAIL ® GARAGE X #** PLUS AND MINUS SIGNS INDICATE ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES ROD PER SHEET # S-3. EXCEPT @GARAGE X , .' . . . s•. , TYPICAL FOUNDATION DETAIL GENERAL STRUCTURAL NOTES: SUPPORT GIRDER 6, W STEEL COUPLER - - - EXTERIOR WALL OPENINGS K EXTERIOR WALL OPENINGS E Q 1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL EXTERIOR WALL OPENINGS F CORNER DETAIL I 6x6x1o/10 W.W.F. STRAPPING @TOP & BOTTOM STRAPPING @ TOP & BOTTOM EXCEPT AT REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF 7/16" OSB NAIL w/ OR FIBERMESH (N.T.S.) GARAGE DOOR & OTHER LOCATIONS SHOWN STRAPPING @TOP & BOTTOM 8d COMMON NAILS TO CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE STUDS PER SHEAR WALL (N-T.S.) + 77 ON SHEET # S-2 OF THE DRAWINGS (N.T.S.) WITH ALL APPLICABLE CODES AND REGULATIONS. TABLE ON SHEET # S-2. !.. ;.� ...: (N.T.S.) O 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR s: • ': TO COMMENCING WORK, I RIM JOIST OR BEAM SPH, "SIMPSON", STRAP -1- '� -'•' �' -I - (2)-#5 RODS CONT. HEADERS PER SHT. # S-2 H2.5A, "SIMPSON" 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, 2^xs" SYP. #2 @ 1s" O.C. TOP PLATES I CLIP (TYP.) OR PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED BY 1/2"0 THREADED STEEL THREADED STEEL RODS SYSTEM ROOF TRUSS + GARAGE DOOR HEADER SEE SCHEDULE "A" ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. ROD PER SHEET # s-3. x (TYP.) ' ON SHEET # S-4. INSTALLATION INSTRUCTIONS X INTERIOR STEP DOWN DETAIL ���. � LIJ STEEL COUPLER x X 4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR X O REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. 1) DETERMINE THE STARTING POINT AND MARK EITHER THE LSTA36, "SIMPSON FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR STRAPS (3) CONTINUOUS STUDS �X I �� 0 O 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SEE TYPICAL FOUNDATION IF "J-BOLTS" ARE USED OR BOLT LOCATIONS DIRECTLY X Q SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK DETAILS of THIS SHEET. ON THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS x cD I ARE USED. POST STRAPPING @ TOP (2) LSTA36, 'SIMPSON", xx EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. EPDXY GROUT STRAPPING @ TOP STRAPS �xJ 00 2) CORNER LOCATIONS SHALL BE PER DETAIL "L" ON THIS (N.T.S.) (N.T.S.) 1/2"0 THREADED SOLE PLATE SHALL BE 20g x 24" LONG C� (� II 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WIRER DESIGNED SHEET. STEEL ROD ANCHORED TO SLAB W/ 1/2"0 ( TWISTED STRAPPING ^ I~ THREADED ROD BOLTS SPACED FOR A 2000 PSF SOIL BEARING CAPAC,TY. CONTRACTOR SHALL REPORT ANY DIFFERING 3) INSTALL COUPLERS, WASHERS & NUTS WHERE REQUIRED SPH, "SINAPSON". STRAP 2x4 STUDS PER SHEET # S-3. ADDITIONAL SEE SHEET # S-2 O 6"x 6" OR 4"x 4" POST @ 16" O.C. z 0 \ CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. I I PER DETAIL "J" ON THIS SHEET AND PER MANUFACTURER'S x EXP. BOLTS MAY BE NEEDED FOR # OF STUDS. CONCRETE FOOTING RECOMMENDATIONS. x 6x6x10/10 W.W.F. PER SHEAR WALL TABLE ON 7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND ) ABU, "SIMPSON", X OR FIBERMESH SHEET # S-2. SEE SHEET # S-2 Roo"PER 3HEDETD# SEES } m / POST ANCHOR x FOR # OF STUDS. SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING 4) ALL THREADED STEEL RODS SHALL CONFORM TO THE x m REQUIREMENTS OF ASTM A36 THREADED STEEL, GALVANIZED. DRILL 6" INTO CONCRETE m m ERECTION. -r:'- =- �� -=- LTT19, "SIMPSON", W _ z � CONSTRUCTION NOTES: <: :�:�: HTT22, "SIMPSON", HOLDDOWN • .:+ .:.^.,.: � -III- HOLDDOWN (_D 4; m 1 '.... f CONCRETE SLAB - U L) BOLT RUN DETA,',1L (TYP.) J POST STRAPPING @ BOTTOM ANCHORAGE TO SLAB @ BOTTOM = I (z)-#5 RODS CONT. (� LiJ Q CONCRETE: (N,T,S,) (N,T,SJ W (N.T.S.) 20" A r D U Q (/7 1) ALL CAST ON PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI °' COMPRESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED w/2500 PSI INTERIOR THICKEN SLAB DETAIL POST STRAPPING A POST STRAPPING N CONCRETE. TOP & BOTTOM DOORJAMB g TOP & BOTTOM » 2) FOOTINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICAL SOIL w,T.S,) MISC. FOUNDATION DETAILS G ANCHORAGE @ TOP & BOTTOM DETAIL C OR UPON STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR (N,T,S,) JAMB STRAPPING @TOP & BOTTOM MAXIMUM DRY DENSITY (ASTM D1557) FOR A DEPTH OF AT LEAST ONE FOOT (1 ft.) BELOW THE i (N.T.S.) (N.T.S.) LO BOTTOM OF THE FOOTING. 3) BEARING MATERIAL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, Q WHICH WILL REQUIRED_PROPER-COMPACTION,-OR-IN-COMPACTED-STRUCTURAL-FILL.-THE-BEARING - _ -__ - __- --__ - __. _- - _ -- ___ - ___-----_-_ - _-____ _- __- -_ __- -_ _ -_____- _ _ _ -__ __--___--__-- ---. ---_.- __--_-__-- _--___ _ --_ _ __ - _____-__ CQ C LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED 2"x 12"RIDGE BOARD C' J IC PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) 2"x a"e 24"O.C. 4) REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 301, BLOCKING REQ'D. 2X4 BLOCKING 0 SHEATHING JOINT 2x4 OUTRIGGER BETWEEN OUTRIGGERS ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. 4" FROM GABLE END 0 48" O.C. HURRICANE CLIP H-2.5 CONT. 2x4 SCAB FROM TOP TO 12 w , ^ 7/16" STRUCTURAL ROOF SHEATHING U-HANGER OR EQUAL 0 48" O.C. BOTTOM CHORD TO SERVE AS NAILER 10 i-­i Lo r 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE 2x4 BARGE RAFTER CONT. FOR x-BRACING ®8' D.C. a 2"x 8"m 24"O.c. PROVIDE CLIP FOR 400 lbs. 12 LAP SPLICED A MIN. OF 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESSCQ BOTroM CHORD of COMMON OF LATERAL SHEAR 6 OTHERWISE NOTED. I SHINGLE STRIP TRUSSES®24" O.C. ��-•yy''�� I FASCIA BOTTOM CHORD OF GABLE � 1.J`,J 6 THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 In. MIN. FOR REINFORCEMENT. I ®e xoe oAaycI _ _ - TOP CHORD of GABLE END 12(3)Al2d NAILS O.C. " • END TRUSS 26 D' 2"x 12"RIDGE BOARD H25A"SIMPSON"GLI 2"x 5"SYP.*2 CJ's a 24"O.C. a EACH COLLAR TIE !6)iod COMMON NAILS C. (TTP.50TH SIDES) FOOTINGS (TO MAIN REINFORCEMENT).....................3 inches I I I TRUSS DROP 3-1/2" DOUBLE TOP PLATE _ SLAB ON GRADE.....................................................CENTERED2'-0" 11 TOP OF PLATE d-I 2x4 SCAB CONT. TOP TO I MAX. 2"x 6"m 24"O.G. o 7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR BOTTOM CHORD 0 8 ft. I I OPENING FROM GABLE CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED, I !z)z"x 1z" CONT. 2x4 CAB FROM TOP TO DROP BEAM I 2x4 BLOCKING ®48" O.C. BETWEEN 8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT I BOTTOM C DI ®X-BRACING GABLE END TRUSS AND FIRST I (PROVIDE DITIONAL 2x4'5 AT 12 2x4 SCAB IF VERT. COMMON TRUSS REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES WEB IS NOT PRESENT VERTICAL I HIGHER THAN 48" lm .n Io" a'-o" O I TO FORMA L" SHAPE) 1 CONT. 2x4x8�/2 SYP. LATERAL StO agt�/BONUS BATH GUEST BEDROOM ' SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL, I I BRACE ®48 O.C. (6)Tod COMMON NA LS � O (3) 12d NAILS (TYP.) �0 = 2"x a"®24"O.C. T- = s EACH COLLAR TI I ' BOTTOM CHORD OF , E 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR AT x-BRACING I I GABLE ND TRUSS (3) 12d NAILS `q 9 �I -' lo" 12 ' (TYP.50TH SIDES) � 2"x 4"SYP.4 STUD 'D DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED I6 GA"SIMPSON"COIL 2" 4"SYP.•2 STUD 10 GA"SIMP "COIL 3� WALL®16"D.C.lT7P) " \ 12 • . (2)-2x4 OP PLATE ISOMETRIC VIEW STRAPPING o 4a"O.G. w L g 16"O.G.(TYP_) STRAPPING 48"O.G. 2"x I+a"LEDGER „ Q 4 2"x 8"e 24"O.C. OTHERWISE ON THE STRUCTURAL DRAWINGS. BOARD a LANAI ROOF I/e CONT. 2"x4"x8' #2 S SHOWING LATERAL BRACE TO = 3/4"T d G PLYWOOD GLUED 1 ILEA H2.5A"SIM SON"CLI LATERAL BRACE ®48" O.C. 2.4 STUDS 16" O.C. GABLE END TRUSS H25A"SIMPSON"CLI `f TO(2)1 "TJI/PRO 560 16' C. 16"TJI/PRO 360 FLOOR JOISTS m 16"O.G. r 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH 'THE BUILDING CODE REQUIREMENTS W [� 7/16" OSB ON 1st. 2x4 BLOCKING®48" O.C. -PLATFORM FRAMING- FOR CONCRETE" ACI 318 LATEST EDITION, AND "SPECFICATIONS FOR STRUCTURAL CONCRETE NAILED ON 4"/12" BETWEEN GABLE& FIRST TRUSS = - _ FOR BUILDING" ACI 301. CLIP ®ae" O.C.. CLIP MUST v a " PROVIDE A MIN. 400 lbs OF SHEAR. dl Cn 2 ' 6 SYP.•2 2 x 4 STP.•2 2"x 5"SYP O.C. O O n !_ CJ's e 24 O.G. STUD WALL 2 x 12 STP.02-1CJ's g 24" CT 1 MASONRY: 1/2'.0 THREADED ROD a 16"O.C.(TYr' ) BLOCKING H25A 'SIMPSON"CLIP \J PLATFORM FRAMING_^H No.S3 5 FOR INSTDETAILS ALLATION ET COV RED LANAI w 1) CONCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE dSHT.No.3FOR LOCATIONS) v AT OOM HALL F� D = j CARE R NOME OFFICE ENTRY = MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH GABLE EN :� v tm'-m" v r OF 2000 PSI ( f ' m = 1500 PSI ). cN.Ts,) = " r/ 0 6"x 6"P.T. GAR14GE 9 6 x 6 P.T. - 2"x 6"SYP.n STUD WALL S7P.•2 POST ON I&"O.C.w/1/16'1 03.$. SYP POST NOTE: ifl 'fl i9 lo'-o" o EXTERIOR SIDE I rT 2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. uNBRACED LENGTH of x-BRAcwc MAY (TTP.BALLOON FRAMING) NOT EXCEED 10 ft.. IF LENGTH DOES 251-" EXCEED 10 ft., ADDITIONAL SCAB IS REQ-D. Fr 41 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRUSS-TYPE WITH Main Fin.Floor 5 l :o v FINISHED FLOOR 6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in. O.C.. - ' . WOOD FRAMING: _ F� Garage Fin.Floor 24'-8" 1) ALL WOOD FRAMING SHALL BE SYP. #2 AND INSTALLED PER AITC AND TPI AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. TOP PLATES H2.5A, "SIMPSON", CLIPS (TYP.) OR �--{ SEE SCHEDULE "A" ON SHT. # S-4 w ROOF TRUSS NOT 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: SHOWN FOR CLARITY i�i/' SEE SHEET 5-1 d SHEET 5-5 FOR SAWN LUMBER LAM. VENEER LUMBER i FOUNDATION DETAILS. Fb 1,120 S 2 500 SI �� PSI Fb P Fv = 90 PSI Fv = 285 PSI _ �� � � SPH "SIMPSON" STRAPS � � O Fc1 - 565 PSI E = 1,900,000 PSI �� ' n ' @ 32" O.C. (2) 2" x 12° SYP. #2 I Fc = 1,455 PSI fif �� �I �l�.f� I V1=f �1=.I1=I I V 1=I�U� FRAMING E = 1,600,000 PSI SGAL1=: 1/�4"=1'-m" w 3) ROOF & WALL SHEATHING SHALL BE 7/16" ORIENTAL STRAND BOARDS (OSB) OR BETTER, (� C xx SPAN RATED AS SHOWN ON THE DRAWINGS. �� xk 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE LSTA36 "SIMPSON"-/---- LSTA36, OR SOIL SHALL BE PRESSURE-TREATED. "slMPsoN", STRAPS SPACE @ 32" O.C. 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH (MAX.) - - --- -APPLICATION.- S 0 - GALVANIZED-TO ASTM ------- - -- - -- - - - ---- - - -_ - - -- - - - -- -- ---- - - - . - --- - - --- -- - ----- - - - ------ A-153-80. - - - - - - - - - - _ - - - -- - -- - -- _ - APPLI A FASTENING SUBJECT TO MOISTURE-SHALL BE H T DIPPED - - - - - - - - - - -- -- - - - -- - - 12 -- - ----- A-153-80. 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS. SHOE PLATE (4) K's + (a) J's FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO A$TM A-153-80. 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. HOLp.DONSMIMPsoN" SUPPORT BEAM OR I 8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SYP. #2 GIRDER PER SHEET # S-2 INSTEAD OF SYP. #2. O DETAIL D JAMB M - - - - - - - - - - - - - LL_ STUD TO STUD STRAPPING . STRAPPING I I � (N.T.S. SCHEDULE "B" - MISCELLANEOUS FASTENING SCHEDULE ) (N.T.S.) I I Q W w [� CONNECTION FASTENER NUMBER OR SPACING I I m • I W � TOP OR SOLE PLATE TO STUD, END NAIL 16d COMMON 2 I I FU-- STUD TO SOLE PLATE, TOE NAIL 8d COMMON 4 DOUBLE STUDS, FACE NAIL 10d COMMON 24" O.C. \\ // I ® rmcm r�,I Q DOUBLE TOP PLATES, FACE NAIL 10d COMMON 16" O.C. - I I W � TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2-16d OR 3-10d COMMON I - Q CONTINUOUS HEADER, TWO PIECES 16d COMMON 16" O.C. ALONG EA. EDGE I I I II I~-I � Ln PLYWOOD_& PARTICLEBOARD SHEATHING: I I I I I UP j H El ROOF - 7/16" OR GREATER 8d COMMON 6" O.C. EDGES & I I I I Io z 8 O.C. INTERMEDIATE ® 0 I I I � � W WALL - 7/16" OR GREATER 8d COMMON 6" O.C. EDGES & * L I I ^ Q 12" O.C. INTERMEDIATE I ® r FLOOR - 3/4" T&G PLYWOOD 8d COMMON 6" O.C. EDGES & II 12" O.C. INTERMEDIATE * = OR SEE SHEAR WALL TABLES ON SHEET S-2 & S-3. - - - OQ L J •C _ � SCHEDULE „C" �k SCHEDULE ,>D,> • ( . RECOMMENDED STUD SIZES AND SPACING FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEARING WALLS U WALL PLATE HEIGHT STUD SIZE SPACING (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS) . I O OPENING WIDTH IN FEET LL1 m ~ 8'-0" THRU 9'-10" 2x4 16" UP TO 3'-0" 3'-1" THRU 6'-0" 6'-1" THRU 10'-0" 1 /2"� THREADED STEEL RODS 10'-0" THRU 14'-0" 2x6 16" I I Z L1� LINTEL * (3)-2x8'5 (3)-2x10's (3)-2x12'5 CONTINUOUS FROM TOP PLATES z 14'-l" THRU 18'-6° 2x8 16" TO CONCRETE. SPACE AS SHOWN Q JAMB * USE TWO (2) STUDS OF THE SAME SIZE AS THESE OF THE WALL BEING CONSIDERED I I SEE DETAIL L OF SHEE No. S-5 m O 19'-a THRU 22'-0' 2x8 12' OR 60" O.C. (MAX.). SEE DETAIL - - - - - - - - - - - - - - - - - - - FOR TOP CORNER BOLT INS ALLATION. 0 2x 10 12" * = TWO (2) PLATES WITH A 1/2" PLYWOOD FILLER MAY BE USED INSTEAD OF "J" OF SHEET No. S-5 FOR THE THREE (3) PLATES MENTIONED ABOVE. TYPICAL BOLT RUN. *** THE PLATE HEIGHT REPRESENTS THE VERTICAL I UNINTERRUPTED SPAN LENGTH OF THE STUD. ** = STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES. IF HORIZ. CONTINUOUS BRACE CAPABLE OF TRANSFERRING LATERAL LOADS TO SHEAR WALLS DOES EXIST. THEN THE SCHEDULE SHOWN ABOVE T I I fRE A D 1) IST L OD 5 FLAN L Aim I JOB NUMBER DOES NOT APPLY. f Irl &CAL3=: IAB"=1'-011 SHEET NUMBER r� = S - 5 OF S - 5