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1280 W Plaza PERMIT RES17-0159 - DWGSO O 0 0 OD O N 0 d 0 G OFFICE COPY 43-05-08 CONV FRAME 1 8-00-00 1 11-00-00 c+t Y LL USE SIMPSON HTU26 FOR TYPICAL SINGLE PLY TF05 = SIMPSON HGUS28-2 F02 = SIMPSON LUS46 16-06-08 1 7-00-00 T16 0 0 0 0 ui 24-00-00 TRUSS CONNECTIONS UNLESS NOTED OTHERWISE 0 0 <o 9 0 0 0 0 0 N OFFICE CO Y UL i i • r S E OF .44 AL ENG,•°°��,. MITEK PLATE APPROVAL #'� 2197.2-2197.4, WEYERHAUSER PRODUCT #'S 1630.2-1630.10, LVL: FL15228-R3, LPI: FL15401-R4 LE HATCH LEGEND 5' 1-1/8" 8' 1-1/8" General Notes: • Per ANSI/TPI 12002 all " Truss to Wall" connections are the responsibility of the Building Designer, not the Truss Manufacturer. Use Manufacturer's specifications for all hanger connections unless noted otherwise. Trusses are to be 24" o.c. U.N.O. • All hangers are to be Simpson or equivalent U.N.0 , Use 10d x 1 1/2" Nails in hanger connections to single ply girder trusses. Trusses are not designed to support brick U.N.O. Dimensions are Feet -Inches- Sixteenths Notes No back charges will be accepted by Builders FirstSource unless approved in writing first. ACQ lumber is corrosive to truss plates. Any ACQ lumber that mines in contact with trues plates (i.e. scabbed on tails) must have an approved barrier applied lust. Refer to BCSI-B1 Summary Sheet -Guide for handling. Installing and Bracing of Metal Plate Connected Wood Truss prior to and during truss installation. It is the responsibility of the Contractor to ensure of the proper orientation of the truss placement plans as to the construction documents and field conditions of the structure orientation. If a reversed or flipped layout is required, it will be supplied at no extra cost by Builders FirstSource. It is the responsibility of the Contractor to make sure the placement of trusses are adjusted for plumbing drops, can lights, ect...I an the trusses do not interfere with these type of items. All common framed roof or floor systems must be designed as to NOT impose any loads on the floor trusses below. The floor trusses have not been designed to carry any additional loads from above. This truss placement plan was not created by an engineer, but rather by the Builders FirstSourm staff and is solely to be used as an installation guide and does not require a seal. Complete truss engineering and analysis can be found on the truss design drawings which may be sealed by the truss design engineer. Gable end trusses require continuous bottom chord bearing. Refer to local codes for wall framing requirements. Although all attempts have been made to do so, trusses may notbe designed symmetrically. Please refer to the individual truss drawings and truss placement plans for proper orientation and placement. LlBuilders FirstSource Freeport PHONE: 850-835-4541 FAX: 850-835.4532 Jacksonville PHONE: 904-772-6100 FAX: 904.772.1973 Tampa PHONE: 813.621.9831 FAX: 813.628-8956 E & R ENTERPRISES -- 1280 WEST PLAZA CUSTOM etr. m nglnel Re(% 7/26/17 . 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IRON PIPE TO IRON PIPE 00°00'00 E 420.82 DEED MEASUREDfo .47 ,4 1.ZOS ,69 „, 36.84' w°'r THE REMAINDER OF BLOCK 173 (THE EAST 60.00 FEET) NOT A PART OF THIS SURVEY O1, CARNATION STREET 50' RIGHT-OF-WAY' • • 2rn1V�11 o z o oZ cn o 0 yN y0 O Z� rn Q i J _U)O�z�OD Z (Z) j O r (n CD O m -T1 -i >�D�Ooz�0 '� 0 J Xrl �J Z zC C7 M -i ���MrnM) M ;U 0 fel G') z M M Cn 0 rT1 D roJ z0 mz -� c o �DC z m Z -0 D -� F N-� CD O -71 z c D 1 1 ;m 0NDzrr m F- HT1 _ r �-qC0 O r 0 V 0 — ��r m -rl o 71� �F- N (n N N mz m O ooh Z D D> 0O 0 M D (A f m .oma _ -Ti z0�—l0(n -z-� -� O C� � r � �D - C/) M �m rnO �DN�� Z N ;;u O z�Z n D M F- U) �- DO n=Nm Q i J _U)O�z�OD Z N 0 co j �l r� O m -T1 -i 8 '� 0 J Xrl �J uj fel zC C7 M 0 ���MrnM) j'j W � fel G') z M M Cn 0 rT1 D roJ z0 G� -� c o �DC m 'vC /� , Z J r v pJ r�J = C D � z O 0-�� OC�I 1 0�z Z7 0o TD /V U)0 0 9 T'c O ADO _ M / -I D ^rte l J n 00uj oz� O �Mco C O Q �0z C3 cf) I > � z D oD m O m 0z TO p -� V X0-;70°° G7 OI r 01 O � C7 �l7 D O -zi 1 M oD z z Q 0r� (� DcCC)�j r- (,) 0 UD 00 m C G7 00 OV TT K -Ti -0 .: O 70 Cn G-) M D m -0 D V CA �CC) r- 100 - P 1 O 0 0n -T, SCJDm z _U)O�z�OD Z N 0 co j �l r� O m -T1 -i m 0 J Xrl �J uj fel zC C7 M 0 ���MrnM) j'j W fel G') z M M Cn 0 rT1 D roJ z0 G� -� c o �DC 'vC /� , Z D z = CD O -71 O T T 1 1 ;m 0NDzrr m F- DD CC)m �z�G�O� O r �O 0 =-Tiz -rl o 71� zm (n ::EDCnz m M z D D> 0O � FTI O G� D C %TJ F- -H -z-� -� O C� � r � 00 C/) = C D � z O 0-�� OC�I 1 0�z Z7 0o TD /V U)0 0 9 T'c O ADO _ M / -I D ^rte l J n 00uj oz� O �Mco C O Q �0z C3 cf) I > � z D oD m O m 0z TO p -� V X0-;70°° G7 OI r 01 O � C7 �l7 D O -zi 1 M oD z z Q 0r� (� DcCC)�j r- (,) 0 UD 00 m C G7 00 OV TT K -Ti -0 .: O 70 Cn G-) M D m -0 D V CA �CC) r- 100 - P 1 O 0 0n -T, SCJDm z _U)O�z�OD r� O m -T1 -i m 0 J Xrl �J uj fel zC C7 C 0 � j'j W fel G') z M M Cn N OD -A 0 C� roJ z0 0 T1 :--� Oz O =m Z D C M D G-) O 0 0NDzrr DD O -rl m> (n C M M D D = D O � G � f� 0 O CTJO z �DN�� OCI n D O=M �mm> Cf) �- o n=Nm n �. �-TI0 F' -r'1 M fm O co 00 �z rz� D M 7 =00� C,4DjO--Tj O ;:0 = -q0 = D r 00 Cn coz �(f JD 00(T1 OOpD0 O rl 7 —I m -rni0yr�DM m o 0 �zz oj - O m i = (/) = O _ m O C O fTl OD z = N D O = C D � z O 0-�� OC�I 1 0�z Z7 0o TD /V U)0 0 9 T'c O ADO _ M / -I D ^rte l J n 00uj oz� O �Mco C O Q �0z C3 cf) I > � z D oD m O m 0z TO p -� V X0-;70°° G7 OI r 01 O � C7 �l7 D O -zi 1 M oD z z Q 0r� (� DcCC)�j r- (,) 0 UD 00 m C G7 00 OV TT K -Ti -0 .: O 70 Cn G-) M D m -0 D V CA �CC) r- 100 - P 1 O 0 0n -T, SCJDm z TBM# 2 = Set PK Nail & Disc # 4889 "Blackmon" Elevation 3.19' NAVD 1988 aPP .SPP _. -5b Edge of Asphalt Pavement °° 4 )eed) 102.04 (M) 8" oak .19 T- - - - X60 ,S'S lip Oak N89'22'30"E 192 .72' D) RBLine N89°22'30"E 193. 8' IQV) TE ..., 'ipe 4 hed 8" ol 10" LOCK 172 ECTION H L O C w a) Ycc� � � G w -d-N- 0a-)0 a NN o 0c)00 r W W N N 00 O O O O O O z 10" Oak 16" Oak 18" C. Palm Found 1/2" Iron Pipe Offset" #6715 8" Oak, N 8" OakLLis d q}� ti sem; 4 Twin / 12 Oak M TBM# 1 = Railroad Spike Found SW Face of Wood Pole Elevation 4.16' NAVD 1988 PLAZA STREET WEST PP ..��_. Asphalt Width Varies - 60' R/W a- •Guy Pole Edge of Asphalt Pgement 20" oak 3 ti0 ',0'PA fo1 #J 60 3 bA 4 BLOCK 173 SECTION H 1 -7� o -N (0o o o z o ^r 0 ^o r+ P o N Z ( 8 C. Palm ^11 ) Q v CONC SLAB i 0� p cD o �. 18 C. P I O N aim u 18" C. Palm Small LowAre ,�'` 10" oak Standing Water Found 2, 8" oak,� CHECKED: MAD, KLG 4" Bor 12" Oak"/, _ Q N 2, 26" o� i Holes 8" oak ry6a ry�o CV LU Vacated Gladio'ia �, �9h " OC Street 0 C1 eP 4, 18"- X90" Palms �f rv. riple 12" Oaks 18" Pal oti T I Twin 18" Spruce j 2, 18" P Ims Quo° I Lai LAJ 18" C. Palm a� 20" C. Palm Q NEW (2) 18" C. Palm h 5TORY 1 " 60 3 bA 4 BLOCK 173 SECTION H 1 -7� o -N (0o o o z o ^r 0 ^o r+ P o N Z ( 8 C. Palm ^11 ) Q v CONC SLAB i 0� p cD o �. 18 C. P I O N aim u 18" C. Palm Small LowAre ,�'` I N86°09' 5"W 194.49 ( (Refence ie Only`M� I -FIP TO FIP) I 3 8" + 12" Oak 3, OAKS 1.1 M H W - - - - - - - - - - 8" c_ Palrn, 3 2, 116" PALMS 10 2 I OAK N85°19'11 ))W 102.24E D r, Unnamed Tidal Creek GRAPHIC SCALE 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. Edge Of. Water El 140 HOURS 05o7/2013 1888 3 , k� 0 10" oak Standing Water Found 2, 8" oak,� CHECKED: MAD, KLG 4" Bor 2 N 2, 26" .Palms i Holes 8" oak ry6a ry�o po Vacated Gladio'ia �, �9h " Street 0 4 eP 4, 18"- X90" Palms 24" Oak'' oti I Twin 18" Spruce j Quo° I 0 I N86°09' 5"W 194.49 ( (Refence ie Only`M� I -FIP TO FIP) I 3 8" + 12" Oak 3, OAKS 1.1 M H W - - - - - - - - - - 8" c_ Palrn, 3 2, 116" PALMS 10 2 I OAK N85°19'11 ))W 102.24E D r, Unnamed Tidal Creek GRAPHIC SCALE 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. Edge Of. Water El 140 HOURS 05o7/2013 1888 3 , k� 0 Found 1/2" � Iron Pipe Offset" / #6715 0.02 Y U 0 J M W z J I -- co co Q W W �.E P BLIC WORKS ( APPROVED { ) DENIED { ) NOT APPLICABLE TO DEPT 12n w. PIa201 RC51-1-61sq t20 Architectural Site Plan 5CALE: I"= 30' 515-036 DRA^N: MAB, KLG PROJ MGR: MAB, KLG CHECKED: MAD, KLG 2 Found 1/2" � Iron Pipe Offset" / #6715 0.02 Y U 0 J M W z J I -- co co Q W W �.E P BLIC WORKS ( APPROVED { ) DENIED { ) NOT APPLICABLE TO DEPT 12n w. PIa201 RC51-1-61sq t20 Architectural Site Plan 5CALE: I"= 30' $IPARkI hi (I Mac Design Contact@SkyMacT�esign.com '1495 5aunder5ville Ct. Jacksonville, Florida 32244 Phone: 904 YT"1 6556 PROJECT # 515-036 DRA^N: MAB, KLG PROJ MGR: MAB, KLG CHECKED: MAD, KLG 0 Q w N $IPARkI hi (I Mac Design Contact@SkyMacT�esign.com '1495 5aunder5ville Ct. Jacksonville, Florida 32244 Phone: 904 YT"1 6556 PROJECT # 515-036 DRA^N: MAB, KLG PROJ MGR: MAB, KLG CHECKED: MAD, KLG A515REYIATION5, GENERAL NOTES & 5YM15OL5 AND ARCHITECTURAL 51TE PLAN CUSTOM HOME SHEET x & 1 1 TBM# 2 = Set PK Nail & Disc # 4889 "Blackmon" Elevation 3.19' NAVD 19 0 O PP SPP ,,,g`O Edge of Asphalt Pavement I I 38 �= i QI TBM# 1 = Railroad Spike Found SW Face of Wood Pole O ��� I Elevation 4.16' NAVD 1988 Q PLAZA STREET WEST PP S" Asphalt Width Varies — 60' R/W o, yS Ed f A halt P vement " �6 �' )eed) Oaks N89'22'30"E 19 .72' FRB102.04 (M) 8" oak . ' „ POB�Ipe 4 hed 892230 193. 8" Oak 3 10" Oak po�'i'a" BLOCK 172 N SECTION H 60 Twin 17" 0 M 8" Oak 8" oak W 11 e :t►�' 4 / 12 Oak 12" Oak.,. L win � 41 riple 12" Oaks 18" Pal C. Balm L _ J PROJ MGR: I CHECKED: MAB, KLG 2, 18" P Ims S all Low Are 18" C. Palm k� 10" oak �j 20" C. P ImLV 18" C. Palm 1 Ash I 2, W 18" C. Pal N N 4" Bore 0 GONC 5LA5 00 00 O O •Guy Pole ge O Sp a� 20" Oak 3 ti 4 —� 6 0' 3 Q�e 4 BLOCK 1731 SECTION H ��tx by �C NEW (2) p a° STORY OO z z "' 18" C. Balm MAB, KLG PROJ MGR: I CHECKED: MAB, KLG 18" C. Palm S all Low Are 10" oak 10" oak Standing Water ,,o'` I Found 16" oak I 2, 8" oak 4" Bore 0 18" C. Palm Found 1/2" Iron Pipe Offset" #6715 ,h 2, 6" C.Polms I Holes �. I 6� I 8" oak 90 Vacated Gladio'ia Street J -P i �^ 4 ?P 4, 18 y�Q0" Palms OR. 24" Oak j Twin 18" Sp uce 1 I �P N86°09035"W 19 4.4 9 (M) (Referce Tie Only —,FIP TO FIP) �h I 3 8" + 12" Oak �� 3," OAKS 1.1 M H W -`-- ? 8'_ C. Paln 3 2, 1�6" PALMS 2 --- ----- - -, - - " 1 OAK.; N85°19'11 "W 102.24 r..._� Unnamed Tidal GRAPHIC SCALE 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. Edge of Woter ----- e e k 1400 NOES potion ,02, 05/07/2073A VD 1988 0 3 1 0`, 2 z Found 1/2" Iron Pipe Offset" #6715 0.02 i � PA RKI�14 PUBLIC UTILITIES { }APPROVED { } DENIED { NOT APPLICABLE TO DEPT 120 Architectural Site Plan ts ac Design Contact@ SkWmaal�esian.com '14x5 Saundersville Ct. Jacksonville, Florida 52244 Phone: 904 'T'I 6556 PROJECT # 515-036 nFRMN: MAB, KLG PROJ MGR: MAB, KLG CHECKED: MAB, KLG 0 N Q w i � PA RKI�14 PUBLIC UTILITIES { }APPROVED { } DENIED { NOT APPLICABLE TO DEPT 120 Architectural Site Plan ts ac Design Contact@ SkWmaal�esian.com '14x5 Saundersville Ct. Jacksonville, Florida 52244 Phone: 904 'T'I 6556 PROJECT # 515-036 nFRMN: MAB, KLG PROJ MGR: MAB, KLG CHECKED: MAB, KLG ADDREVIATION5, GENERAL NOTES & 5YMBOL5 AND ARCHITECTURAL 5ITE PLAN CUSTOM HOME ig 0 i L0 io i 00 0 00 N i 00 N co i 2 S-5 4" 7'-5" 7'-2" 7'-2" 43'-6" T-2" 67'-0" 7'-2" 7'-5" lo 4 TAIR FOOTING S-7 I � _ (4) 2X12 T. STRINGERS � W I I I I 8" CMU STEMWALL --- - ------ --- - ---- -4 ---------- -� - - - - - - - -- ------------------ - - --- ---- --- 1 ------- ---------------- -- --- - ---- ---------- I I I I A I I I I I I I I I I I I 6X6 P.T. POST W/ ABU66 EDGE OF CONC. SLAB I I I I OVERHANG " 4CONC. SLAB IIII 8j" 1 I 110" R 8" CMU STEMWALL R I T I L -----`o ----- �'-------j I I ------------ - ---- --- Ir- ------ - - - - - - - - - - - - ------- --- ---- 14a ----- ------ �------ 15'-3" 145 ---- --- -- 12'-3" � I I - 1I I I I I I II II I I II II I I II II I I I 5-0" I it II I I II II 16'-6" 23'-6" 4'-0" I I I 4" CONC. SLAB 4" CONC. 4" CONC. SLA V U CJ U I I 17'-5j" 12'-8 " I _ I II 2' 0" X 2'-0" X 1'-0" W (2) #5 BARS E.W. I I I II 3 I_ 7 1 4X4 P.T. POST W/ ABU44 --- I I I I I 5 I I I �-5 I I I -------- -- -- L---------- -- --- ��-1----- - - - - - ---- -�--- L LI I---- --------- --- ----- IIII (IIII 8" CMU STE WALL - = IIII � IIII 1 I I I 4" CONC. SLAB LI 4" TY?. i� s-7 I I 1 1 1 1 1 1 1 1 1 EDGE OFC NC. SLAB L----- -----J I OVERHANG _ _ 1 ---------- 4X4 P.T. POST L --- -- --- J W/ ABU44 1-5 a to 51" 10'-8j" 5j" to (4) 2X12 PT. STRINGERS 4 S-7 STAIR FOOTING 10'-8" 7'-8" 11'-8" 23'-8" 43'-0" to 67'-0" II I I II 1 o o e CONC. SLAB — — 1I s-7 II I I r---- (3) 2X12 P.T. STRIN 3,-7" 8" CMU STEMWALL II II I II I II I II I o II I N ------------ I ----------- M 6 I FOUNDATION PLAN. 1/411 = 1 ' - 0" CJ \- 4" CONC. SLAB -\ I U I I I 4 S-5 4'-0" 16'-0" 24'-0" 7'-0" 3'-S" 4" CONC. SLAB VER. SIE W/ CONTR. c0 i.7 i Go to N 0 io 2 N s-7 0 I 0- N to OFFICE COPY REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH 5EE PERMITS FOR ADDITIONAL. REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE: ��',./ y' 1-2 •''PE Y UL .�. .,`�� :,•''• �,�G E NS�:.�� pis No. 31 uim�a��� o • ,n U M bj I z M — N I co � > N rn 0 zrN on �— NLd J LJ. ►� Y 0 U W ,gOf LLJ O L'1 LL - 7r W r W 0�LdJ L J �> M z.Z� I W>- O L,jQ 00 Y 0) OQ LO �t W O rn W w z O CL z O Q C) �z Q:� Mg o Q N zg DOS Q F_ a_ 0 LV)LJ U z�w C m z U Q LL �-- z � g z _O a ~ � a U U) w 0 w i N Q o O o JOB NO. J 1 618 DRAWN: JWJ DATE: 04-20-16 SCALE: SHOWN DRAWING NO. S 1 , " 0 0 I 0 0 I N 43'-6" 7'-5" 7'-2" 7'-2" 7'-2" 7'-2" 7'-5" I i I I I I I I 6X6 P.T. POST, TV. I I I I I ©wi ®�1 T (2) 2X12 W/ 1/r1" PLYWD. FLITCH I I I 2X10 JOIST 0 24" O.C. MIN. (4) 2X6 STUDS BELOW BEAM BEARING TYP. ALL LVL LOCATIONS 2X10 LEDGER At III I I I I (3) 1 3/4" X 18" LVL I I (2) MSTA24 STRAPS TYP. ALL LVL LOCATIONS 22" DP. FLOOR TRUSSES 0116" O.C. OR 19.2" (2) 1 3/4" X 18" L STAIR OPENING i BALLOON FRAMED WALL 2X8 ( SYP#2 ) 0 16" O.C. 1 GS- Al S-2 13/4"X187L 1/2" THREADED ROD 0 48" O.C. MAX. TYP. ALL CORNERS AND EA SIDE OF WALL OPE SEGONP FLOOR FRAM 1 NG PLAN 1/4" = 1'-0" PLATE HT.. ofan (2) 2X8 STUDS FIN. FLR. ELEV. o PLATE HT.. N - - 0 I 0 FIN. FLR. ELEV. kmu.. U L.mvwj A I NPOPS ELEVATION S-2 3/$„ = 1,-0" 2X6 TOP PLATES P #2) 2X4 STUD 0 16" O.C. ( SPF #2 ) (2) 2X8 STUDS ( SYP #2 ) PRE-ENGINEERED FLOOR TRUSS SYSTEM 2X6 STUD 0 16" O.C. ( SPF #2 ) 2X6 P.T. BASE PLATE IED ) TYP. (4) PLACES OFFICE COPY ``,,00IIItI 1111111111,,,,,,'''' .\0" # • F �•E OF A L ENG�,.��',, C 00 )o Lo I z M N I (O N N z�C)n /—/ N J LL t� w < U W `- g E Ww�o LZ z�LLw r —wofw CL J 1 CD JU> M z z r O W w 00 Y O) 00 M � I W 0) W I W _I z O CL z 3: Oz Q Q:. 0 Mg W CL 0 LL U Q z N CL V U W Q W m z0 Q O U _ 1 1— LL z � g z O � a U In w 0 w i N Q O 0 JOB NO. J 1618 DRAWN: JWJ DATE: 04-20-16 SCALE: SHOWN DRAWING NO. \,, S 2_,, e i 00 co a7 7'-5" 2" 7'-2" 43'-6" 7/-2" 7'-2" 71-5" 6X6 POST, TYP. HUC412 --- LOW ENTRY ROOF SEE SEPERA FRAMING PLAN 43'-6' R00104 104RAMIN6 10LAN 1 /4" = 1'-0" UPPER ROOF OFFICE COPY a Y Ut •,,,,,,,,,', A . .31 � s -o EpF RNAL 00 N r M z M N LjI �>N rn C N z�onJ N- N J LL P7 W < U w g- ., o LZ Z�w� r o W �J Z JU> M ®r z Z� w "-o I Q V)Y - -��OQ U-) � I w °' z z 0 a Z 0z o m� o LL_ 0 N z ^^g m�w� LL_ � Q LLJ m/�� W Z O v Q O � Z G Q z O � a U V) W 0 w N Q 0 o� JOB NO. J 1 618 DRAWN: JWJ DATE: 04-20-16 SCALE: SHOWN DRAWING NO. S 3 (2) 2X12 W/ 1/2" PLYWD. FLITCH PRE-ENGINEERED ROOF TRUSSES 0 24" O.C. JMTS24 MIN. 4) 2X4 STUDS BELO EAM BEARING TYP. ALL VL LOCATIONS r 11 (2) 1 3 X 11 7/8" LVL (2) 1 3/4" X 11 7/8" LVL (2) MSTA24 STRAPS TYP. ALL LVL LOCATIONS 00 RIDGE LOW ENTRY ROOF SEE SEPERA FRAMING PLAN 43'-6' R00104 104RAMIN6 10LAN 1 /4" = 1'-0" UPPER ROOF OFFICE COPY a Y Ut •,,,,,,,,,', A . .31 � s -o EpF RNAL 00 N r M z M N LjI �>N rn C N z�onJ N- N J LL P7 W < U w g- ., o LZ Z�w� r o W �J Z JU> M ®r z Z� w "-o I Q V)Y - -��OQ U-) � I w °' z z 0 a Z 0z o m� o LL_ 0 N z ^^g m�w� LL_ � Q LLJ m/�� W Z O v Q O � Z G Q z O � a U V) W 0 w N Q 0 o� JOB NO. J 1 618 DRAWN: JWJ DATE: 04-20-16 SCALE: SHOWN DRAWING NO. S 3 O w I R \ 1 L 3 3 o N S-7 cv CC X X N N - HUC412 FOV I - 4X4 P.T. POST (2) 2X12 W/ 1/2" PLYWD. (2) MSTA24 11'-0" ROOF FRAMING PLAN 1/4" = 1'-0" LOWER ROOF ( GARAGE / ENTR) 23'-6" s OFFICE COPY Y UL .• �,�C EMs�.,.� y'L 3 ' 1 EOF 4 -,`f'.DNAL ENG,,,, 00 T • Lo U M I z M — N I co � CD > N rn z IZN Z' LJ_ M Y D 0 Of W -� � � Z a: V)Ll r Ld W J W W J M .L z > Z� ° T r W L'jQ coY 0) T 00 ul I W rn W Li Z 0 a z 0z o m m� o LL_ 0 N zg m�w� LJ_ � Q C) LL_ LL m z O U Q O 1- ry z � g Q z O LL LL LL_ — N U V) W a i w N Q � Q 0 O o� Joe NO. J 1 618 DRAWN: JWJ DATE: 04-20-16 SCALE: SHOWN DRAWING NO. S 4-..,,04 UPPER SEE SE MTS24 — PRE-ENGINEERED ROOF :PERATE FRAMING PLAN ROOF TRUSSES 0 24" O.C. I �_T R \ 1 L 3 3 o N S-7 cv CC X X N N - HUC412 FOV I - 4X4 P.T. POST (2) 2X12 W/ 1/2" PLYWD. (2) MSTA24 11'-0" ROOF FRAMING PLAN 1/4" = 1'-0" LOWER ROOF ( GARAGE / ENTR) 23'-6" s OFFICE COPY Y UL .• �,�C EMs�.,.� y'L 3 ' 1 EOF 4 -,`f'.DNAL ENG,,,, 00 T • Lo U M I z M — N I co � CD > N rn z IZN Z' LJ_ M Y D 0 Of W -� � � Z a: V)Ll r Ld W J W W J M .L z > Z� ° T r W L'jQ coY 0) T 00 ul I W rn W Li Z 0 a z 0z o m m� o LL_ 0 N zg m�w� LJ_ � Q C) LL_ LL m z O U Q O 1- ry z � g Q z O LL LL LL_ — N U V) W a i w N Q � Q 0 O o� Joe NO. J 1 618 DRAWN: JWJ DATE: 04-20-16 SCALE: SHOWN DRAWING NO. S 4-..,,04 1/2" GYP. BD. 2X4 STUDS 0 16" O.C. ( SPF #2 ) DRILL AND EPDXY (1) 1/2" DIA. X 10" THREADED ROD 0 48" O.C. W/ 1" DIA. 2X4 P.T. BASE PLATE WASHER ( MIN. 6" EMBED ) 4" CONC. SLAB W/6 X6XW1.4XW1.4 WWF ( OR FIBER MESH ) Go 1 6 MIL. VAPOR BARRIER TO HAVE MIN. 6" LAP JOINTS, TAPE AND (2) 15 BARS CONT. SEAL ALL JOINTS AND PENETRATIONS COMPACTED, POISONED FILL COMPACTED, POISONED FILL ­/1' -4" NOTE: 1. BOTTOM OF FOOTING TO BE MIN. 12" BELOW GRADE 2. MAINTAIN 3" COVERAGE ON REBAR ('5INTERIOR 1.0Ai7 15EAR I N6 fOOT I NIS 3/4" = 1'-0" nn►Vn f^1 An 1 /O" V 1" QAlkinl IT 3 CONTROL JOINT 1;�ETA I L S-5 3" = 1'-0" io i N A b 'b" 0 i o PLATE HT.. PRE-ENGINEERED ROOF TRUSSES 0 24" O.C. FIBERGLASS SHINGLES - FIN. FLR. ELEV. n M PLATE HT.. o II a — fl a 2X8 STUDS 0 16" O.C. FIN. FLR. ELEV. 8" CMU STEMWALL FINISH GRADE 12 4� 1/2- GYP. BD. (2) 1 3/4" 18" LVL 3-2X12 STRINGERS PLATE HT.. - (3) FULL HT. STUDS— FIN. TUDS FIN. FLR. ELEV. u u S-5 3/4" = 1'-0" 3/4" T&G PLYWOOD GLUE AND NAIL 22" DP. PRE-ENGINEERED FLOOR TRUSS 0 16" O.C. OR 19.2" O.C. 2X4 STUDS 0 16" O.C. (SPF #2) 4" CONC. SLAB COMPACTED, POISONED FILL 1 THRU SECT I ON S-5 1/4" = 1'-0" SIMPSON SPH4 (2) 2X TOP PLATES ( SYP #2 ) SIMPSON SPH4 0 32" O.C. SEE PLAN —' SIMPSON MSTA24 2X4 STUDS 0 16" O.C. ( SPF #2 ) 3 -KINGS 2 -JACKS -1/2" THREADED ROD, ( MIN. 8" EMBED ) SEE PLAN FOR LOCATIONS PA51 STRAP, WHEN WALL IS LESS THAN 3'-6" 2X P.T. BASE PLATE TOP OF CONC.----� HALL ELEVATION 2 S-6 � 1 (2) 2X12 W/ 1/2" FLITCH 2X4 STUDS 0 16" I O.C. I I — 6X6 P.T. POST, TYP. i I I SL. 1/8' PER FTj 1 (2) 2X12 W/ 1/2" FLITCH 2X10 0 24" O.C. I I I I 12X6 STUDS 0 16 O.C. - --� 6X6 P.T. POST, TYP. I I I I I 1 I 4" CONC. SLAB I I SL. 1/8w PER FT. I I I I i I COMPACTED, ISH GRADE POISONED FILL I I I I I I I I I I I 1 S-6 ROOF DECK NAILING PATTERN: FIBERGLASS SHINGLES EDGE: 8d RING SHANK 0 4" O.C. 30# FELT FIELD: 8d RING SHANK 0 6" O.C. 1/2" CDX PLYWOOD ROOF DECK SIMPSON H2.5A H.C. NUT AND WASHER ( 3X3X1/8w) 1X2 P.T. TRIM W/ CONT. MTL. DRIP 2X6 P.T. FASCIA 2X4 LOOKOUTS 0 2'-0" O.C. 3/8" PLYWOOD SOFFIT W/ CONT. SCREENED VENT - 0 2'—Ow HARDIE—LAP SIDING 7/16" OSB WALL SHEATHING HOUSE WRAP NAIL PATTERN: EDGE: 8d NAILS 0 4" O.C. FIELD: 8d NAILS 0 8" O.C. 7/16" OSB WALL SHEATHING - HARDIE-LAP SIDING HOUSE WRAP (1) #5 BAR CONT. #5 BAR VERT. 0 48" O.C. ( SOLID FILL ALL CELLS ) 0 (V FINISH GRADE (3) #5 BARS CONT. PRE—ENGINEERED ROOF TRUSS 0 24" O.C. PLATE HT.. 1/2" GYP. BD. CEILING 2-2X4 TOP PLATES (SYP #2) 2X4 STUD 0 16" O.C. ( SPF #2 ) 1/2- GYP. BD. 1/2" THREADED ROD, ( MIN. 8" EMBED ) SEE PLAN FOR LOCATIONS 2X4 P.T. BASE PLATE 3/4" PLYWOOD SUBFLOOR, GLUE AND NAIL FIN. FLR. ELEV. 0 I PLATE HT.. 22" DP. PRE-ENGINEERED FLOOR TRUSS 0 16" O.C. OR 19.x" O.C. 1/2" GYP. BD. CEILING 2-2X6 TOP PLATES (SYP #2) 1/2- THREADED ROD, ( MIN. 8" EMBED) cI 0 2X6 STUD 0 16" O.C. ( SPF #2 ) 1/2- GYP. BD. n n n n n 'I 2X6 P.T. BASE PLATE I I I I I I n 4" CONC. SLAB W/ 6 X 6 X W 1.4 X W 1.4 NWF OR FIBERMESH FIN. FLR. ELEV. iii I a 6 MIL. VAPOR BARRIER TO HAVE 2'-0" MIN. 6" LAP JOINTS, TAPE AND SEAL ALL JOINTS AND PENETRATIONS COMPACTED, POISONED FILL 8" CMU #5 DOWEL 0 48" O.C. ( SOLID FILL ALL CELLS ) NOTE: 1. BOTTOM OF FOOTING TO BE MIN. 12" BELOW GRADE El 2. MAINTAIN 3" COVERAGE ON REBAR IVA d ' Q �.a 2'-D" T 2 TYf' I GAL JSALL SECTION S-5 3/4" = 1'-0" OFFICE COPY Y U •�, F• _ � . 31 : P • moo '•�oFl • e AL ENG\��a,• r 7) 00 U M I z M N � I uj > N m N z�o�J LL►�W<U LL_� g of - LLJ O L11 ZLL a:V) / WOf J 'L CD JU> M Wz Zcn O r �Y cn � ) 00 o �< I Nt Li 0 W z z 0 CL Z O Q 1. _L000" OfOf M o z _j O Q � N Ug LLJ Q co .. �W U —� W 0 Q m Q (-- Z � g Q z O � d U w 0 fO W NQ o 0 0 W JOB NO. J 1618 DRAWN: JWJ DATE: 04-20-16 SCALE: SHOWN DRAWING NO. S 5 � PLATE HT.. F.F.E. PLATE HT.. 0 0 I TRUSS BOTOM CORD 0 24" O.C. 1/2" GYP. BD. CEILING 2-2X4 TOP PLATES (SYP #2) 1/2- GYP. BD. 2X4 STUD 0 16" O.C. ( SPF #2 ) 2X4 BASE PLATE 3X4" T&G PLYWOOD SUBFLOOR GLUE AND NAIL 22" DP.PRE-ENGINEERED FLOOR TRUSS 0 16" O.C. OR 19.2" O.C. 1/2" GYP. BD. CEILING 2-2X6 TOP PLATES (SYP #2) 1/2- GYP. BD. 2X6 STUD 0 16" O.C. ( SPF #2 ) SIMPSON H2.5A H.C. 1/2" PLYWOOD CEILING 2-2X4 TOP PLATES (SYP #2) 1/2" THREADED ROD, ( MIN. 8" EMBED ) SEE PLAN FOR LOCATIONS HARDI LAP SIDING 7/16" OSB WALL SHEATHING HOUSE WRAP 1" RIBBON BOARD —2X10 LEDGER (3) 1 4 X 4" SCREWS -��0 16" O.C. �I LUS28 HANGER NAIL PATTERN: EDGE: 8d NAILS 0 4' O.C. FIELD: 8d NAILS 0 8' O.C. HARDI LAP SIDING 7/16" OSB WALL SHEATHING HOUSE WRAP WATERPROOF MEMB ANE 3X4" T&G PLYWOOD SUBFLOOR GLUE AND NAIL SLOPE 1/8" PER FT.~ 1/2" PLYWOOD 2X6 P.T. BASE PLATE ;; 2X6 P.T. BASE PLATE #5 BAR CONT. 4" CONC. SLAB 4" CONC. SLAB W/ 6 X 6 X W 1.4 X W 1.4 WWF W/ 6 X 6 X W 1.4 X W 1.4 WWF #5 BAR 0 48" O.C. ii OR FIBERMESH OR FIBERMESH #5 BAR CONT. F.F.E. _ SLOPE - - —•---- ----- — — -- 1/8" PER FT. • io 6 MIL VAPOR BARRIER TO HAVE MIN. 6" LAP JOINTS, TAPE AND #5 DOWEL 0 12" O.C. 6 MIL. VAPOR BARRIER TO HAVE SEAL ALL JOINTS AND PENETRATIONS DRILL AND EPDXY 8" MIN. 6' LAP JOINTS, TAPE AND COMPACTED, POISONED FILL (MIN. 6" EMBED) SEAL ALL JOINTS AND PENETRATIONS #5 BAR VERT. 0 48" O.C. ( SOLID FILL ALL CELLS) COMPACTED, POISONED FILL #5 DOWEL VERT. 0 48" O.C. N 8" CMU NOTE: 1. BOTTOM OF FOOTING TO BE MIN. l ." BELOW GRADE 2. MAINTAIN 3" COVERAGE ON REBAR a' o (3) #5 BARS CONT. 21-00 1 SECTION S-6 j 3/4" = 1'-0" 0 0 PRE-ENGINEERED ROOF TRUSS 0 24" O.C. — PLATE HT.. F.F.E. FLOOR JOIST BEARING HT. F.F.E. 12 14 FIBERGLASS SHINGLES F /# FELT 1 2" CDX PLYWOOD ROOF DECK 1/2' PLYWOOD CEILING --/ 2-2X4 TOP PLATES (SYP #2) (2) 2X12 W/ 1/2" FLITCH — WATERPROOF MEMBRANE 3X4" T&G PLYWOOD SUBFLOOR GLUE AND NAIL _ SLOPE 1/8" PER FT. 1/2" PLYWOOD CEILING 2X10 FLOOR JOIST 0 24" O.C. 2-2X4 TOP PLATES (SYP #2) I I I I I I I II I I I I ROOF DECK NAILING PATTERN: EDGE: 8d RING SHANK 0 4" O.C. FIELD: 8d RING SHANK 0 6" O.C. SIMPSON H2.5A H.C. HUC412 2'-0" -1X2 P.T. TRIM W/ CONT. MTL DRIP -2X6 P.T. FASCIA 2X4 LOOKOUTS 0 24" O.C. 1/2" PLYWOOD SOFFIT W/ CONT. VENT 6X6 P.T. POST SIMPSON H2.5A H.C. 1X4 2X10 RIM JOIST 1X8 HUC412 (2) 2X12 W/ 1/2' FLITCH 6X6 P.T. POST I I I I I I I I i I #5 BAR CONT. 4" CONC. SLAB W/6 X6XW1.4XW1.4 WWF ABU66 OR FIBERMESH I 4" SLOPE I 1/8" PER FT. ------- – – ---a•-- – ce �. 2'—D" 6 MIL. VAPOR BARRIER TO HAVE o 5 BAR VERT. 48" O.C. MIN. 6" LAP JOINTS, TAPE AND ( 0 SOLID FILL ALL CELLS ) SEAL ALL JOINTS AND PENETRA11ONS 8" CMU /—COMPACTED, POISONED FILL #5 DOWEL VERT. 0 48" O.C. d FINISH GRADE NOTE: 1. BOTTOM OF FOOTING TO BE MIN. 12" BELOW GRADE 2. MAINTAIN 3" COVERAGE ON REBAR t"00�2 SECTION I IN Nss�—�6 3/42' = 11—011 (3) #5 BARS CONT. 2'—O' OFFICE COPY 0 00 U r- u-) M z w I M N LLj >N I rn z�oN �J —yy LL►�W� N U LJ � E 0 W O Lj zc�W r W OfJ W n- J 14,L zJU>M Z� r ,__�._,`- �- O , U Q nY – O QU Lo � I Li J 1618 Ld rn —� F_ W z DRAWING NO. 0 � a - 0 0 `° w m� o z N LL. g�� 0 �wn O _j LLJ 3:m U r)Q LLJ z Q J 1618 U DATE: 04-20-16 F_ SHOWN DRAWING NO. Z � g z O tL d W 0 `° w N Q 0 O 101, JOB NO. J 1618 DRAWN: JWJ DATE: 04-20-16 SCALE: SHOWN DRAWING NO. �-6 FIBERGLASS SHINGLES 30# FELT 1/2" CDX PLYWOOD ROOF DECK SIMPSON H2.5A H.C. 1X2 P.T. TRIM W/ CONT. MTL. DRIP 2X6 P.T. FASCIA 2X4 LOOKOUTS 0 2'-0" O.C. 3/8" PLYWOOD SOFFIT W/ CONT. SCREENED VENT - 2X4 P.T. HANDRAIL 1X P.T. NAILER 2X2 P.T. PICKETS 0 4" O.C. 2X4 P.T. RAIL (1) #5 BAR CONT. #5 BAR 0 48" O.C. #5 BAR VERT. 0 48" O.C. ( SOLID FILL ALL CELLS ) FINISH GRADE---% (2) #5 BARS CONT. PRE-ENGINEERED ROOF TRUSS 0 24" O.C. PLATE HT.. 4" CONC. SLAB /—W/ 6 X 6 X W 1.4 X W 1.4 WWF OR FIBERMESH FIN. FLR. ELEV. 6 MIL. VAPOR BARRIER TO HAVE MIN. 6" LAP JOINTS, TAPE AND SEAL ALL JOINTS AND PENETRATIONS COMPACTED POISONED FILL—\ -8" CMU #5 DOWEL 0 48" O.C. NOTE: 1. BOTTOM OF FOOTING TO BE MIN. 12" BELOW GRADE 2. MAINTAIN 3" COVERAGE ON REBAR SECTION THRU ENTRY S-7 3/419 _ �'-0„ 1/2" GYP. BD. CEILING 2-2X6 TOP PLATES (SYP #2) 1/2" GYP. BD. - 2X6 STUD 0 16" 1/2" THREADED FIBERGLASS SHINGLES 30# FELT 1/2" CDX PLYWOOD ROOF DECK ( SPF #2 ) ( MIN. 6" EMBED ) 12 �8 4" CONC. SLAB W/ 6 x 6 x W 1.4 XW1.4 WWF ( OR FIBER MESH ) 6 MIL. VAPOR BARRIER TO HAVE 8" MIN. 6" LAP JOINTS, TAPE AND SEAL ALL JOINTS AND PENETRATIONS -, .a - — • °iui. COMPACTED, POISONED FILL ROOF DECK NAILING PATTERN: EDGE: 8d RING SHANK 0 4" O.C. FIELD: 8d RING SHANK 0 6" O.C. PRE-ENGINEERED ROOF TRUSSES 0 2'-0" O.C. NUT AND WASHER ( 3X3X1/8") H2.5A PLATE HT. 10'-0" A.F.F. IX2 TRIM W/ CONT. MTL. DRIP 2X6 P.T. FASCIA 3/8" PLYWOOD SOFFIT 20 LOOKOUTS 0 2'-0" O.C. WALL SHEATHING NAILING PATTERN: EDGE: 8d 0 4" O.C. FIELD: 8d 0 8" O.C. 7/16" OSB WALL SHEATHING HOUSE WRAP VINYL SIDING 2X6 P.T. BASE PLATE (1) #5 BAR CONT. FINISH GRADE FIN. FLR. ELEV. 0'-0" A.F.F. tD (2) #5 BARS CONT. 1. BOTTOM OF FOOTING TO BE MIN. 12" BELOW GRADE 2. MAINTAIN 3" COVERAGE ON REBAR 2 JSALL SECTION S_7 3/4» _ 11-0» 2 P.T. STRINGER 20 P.T. NAILER r-- FIN. GRADE (2) #5 BARS CONT: 1'-4" NOTE: 1. BOTTOM OF FOOTING TO BE MIN. 12" BELOW GRADE 2. MAINTAIN 3" COVERAGE ON REBAR 4 EXTERIOR STAIR F -OOT I N6 S-7 j 3/4" _ 1,_0„ 1/2" THREADED ROD, ( MIN. 8" EMBED ) SEE PLAN FOR LOCATIONS 1/2- GYP. BD. 2X6 STUD 0 16" O.C. ( SPF #2 ) 2X6 P.T. BASE PLATE 4" CONC. SLAB W/ 6 X 6 X W 1.4 X W 1.4 WWF OR FIBERMESH #5 BAR 0 48" O.C. FIN. FLR. ELEV. 6 MIL. VAPOR BARRIER TO HAVE MIN. 6" LAP JOINTS, TAPE AND SEAL ALL JOINTS AND PENETRA11ONS COMPACTED POISONED FILL 0 i cV C) (3) #5 BARS CONT. (1) #5 BAR CONT. on ro! 01 i mmi.. rBAR VERT. 0 48" O.C. sOLID FILL ALL CELLS ) 8" CMU ---t5 DOWEL 0 48" O.C. SOLID FILL ALL CELLS )- COMPACTED, D011"0mrf1 mi i 4" CONC. SLAB W/6 X6XW1.4XW1.4 WWF OR FIBERMESH (1) #5 BAR CONT. 2" °I 8" `xfm91miv1 i I:i (3) 2X12 P.T. STRINGER 4" CONC. SLAB W/6 X6XW1.4XW1.4 WWF OR FIBERMESH r— 2X4 P.T. NAILER 2 -0 NOTE: 1 BOTTOM OF FOOTING TO BE MIN 12" BELOW GR . ADE 2. MAINTAIN 3" COVERAGE ON REBAR 3 SECTION S_7 3/4„ _ �'-0' "P Yu ", �,�cENs ••c� • 31 ANAL \ 0o T - FU M I zIt M N I LLI tD � ^>N rn 0 zr"oN nJ —y N J LL I� Lj Y < U w -- g ry LLJ 0 J LZ z�W� W ofJ Lu a- wLj �o Q00Y 0) 0UQ ) T— � I Li O rn w Li z O CL z O� Q ry I C) W � m Q O J L_ Q N �g :D U) Q O Fft — �. w U U 3: w Q w o0 z� Q� —J z z O o- U w 0 t0 w N Q i p 0 0 o JOB NO. J1 618 DRAWN: JWJ DATE: 04-20-16 SCALE: SHOWN DRAWING NO. S 7 � 6AR"6E DOOR P41ND LOAD NOTES GARAGE DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30' EXPOSURE "B" ( psf ) NOMINAL BASIC WIND SPEED BASIC WIND SPEED 115 ( MPH - 3 SECOND GUST ) WIDTH HEIGHT PRESURES ROOF ANGLE 0-10 DEGREES 8 8 19.2 -21.8 10 10 18.6 -20.9 14 14 17.7 -19.7 ROOF ANGLE >10 DEGREES 9 7 21.0 -23.7 16 7 20.0 -22.4 GENERAL STRUGTU"L NOTES nml I I 1C /0 PLATE HT.. " CS16 OR MST 24 0 32" O.C. (9) 1 Od COMM )N X 1 1/2" R END. CENTER STRAP ON AM/FLOOR SHEATHING LINE. IGN STRAP W/ 3PH ABOVE. BASE PLATE BEARING HALL OVER r-LOOR BEA 3/811 1. CODES: FLORIDA BUILDING CODE 2014 AND ASCE-7-10 AMERICAN CONCRETE INSTITUTE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION MASONRY INSTITUTE OF AMERICA 2. LIVE LOADS: ROOF: 20 PSF SECOND FLOOR: 40 PSF STAIR: 40 PSF 3. WIND LOADS: SEE WINDLOAD NOTES 4. ALLOWABLE SOIL BEARING: 2500 PSF 5. SOIL COMPACTION: SOIL UNDER SLAB ON GRADE AND FOUNDATION SHALL BE COMPACTED TO 95% MODIFIED PROCTOR MAX. DRY DENSITY ( ASTM D-1557 CONTRACTOR SHALL SUBMIT DENSITY REPORT TO OWNER OR ENGINEER. 6. MATERIALS: CONCRETE ( NORMAL WEIGHT - 28 DAYS) 3,000 PSI REINFORCING BAR ASTM A615, GR 60 WELDED WIRE FABRIC ASTM A185 HOLLOW LOAD BEARING CMU ASTM C90, GR N-1 ANCHOR BOLTS ASTM A307 OR A36 WOOD MEMBERS FOR BEAMS AND POST #2 SYP WOOD MEMBERS FOR FOR STUDS #2 SPF OR BETTER MICROLLAM 1.9E 7. CONCRETE: ALL CONCRETE TO BE DESIGNED AS PER ACI 318 LATEST EDITION. FOOTINGS 3,000 PSI SLAB ON GRADE 3,000 PSI ALL OTHER CONCRETE 3,000 PSI SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS FOLLOWS CONCRETE 50 BAR DIAMETERS WITH WIRE TIES MASONRY 48 BAR DIAMETERS WITH WIRE TIES UNLESS OTHERWISE SHOWN ON DRAWINGS. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS CAST AGAINST EARTH 3" SLAB ON GRADE CENTERED EXPOSED TO EARTH OR WEATHER: #6 THRU #11 BARS-2- #5 ARS 2"#5 AND SMALLER -1 1/2" ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI 315 STANDARDS AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSI11ON WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE EPDXY ADHESIVE FOR FASTENING BOLTS, REBAR OR DOWELS IN CONCRETE SHALL BE EITHER Hilti HIT HY 200 R OR A OR RAMSET EPCON CERAMIC 6. 8. MASONRY: CONCRETE MASONRY UNIT ASTM C90, fm = 1500 PSI MORTAR ASTM C270, TYPE "S" GROUT ASTM C476 ALL GROUT SHALL BE A SHRINKAGE COMPENSATING PRE -MIX TYPE CONSISTING OF NON- METALLIC AGGREGATE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS MASONRY REINFORCING: LAPS ( TYP. U.O.N. ) 48 BAR DIAMETER HORIZONTAL REINFORCING ASTM A-951, 9 GA. MIN. LADDER TYPE AT 16" O.C. BRICK TIES AND MASONRY ANCHORS DUR-O-WALL OR APPROVED EQUAL TEMPORARY SHORING FOR ALL EXTERIOR WALLS SHALL REMAIN IN PLACE AND CONNECTED ELIMINATING CANTILEVER ACTION OF THE WALLS UNTIL FINAL CONNECTIONS ARE COMPLETED EPDXY ADHEASIVE FOR FASTENING BOLTS, REBAR OR DOWELS IN CONCRETE SHALL BE EITHER Hilti HIT HY 200 R OR A OR RAMSET EPCON CERAMIC 6. 9. TIMBER: ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED AS PER AITC AND TPI AND NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION PROVIDE TEMPORARY TOP CORD BRACING UNTIL ROOF SHEATHING IS IN PLACE ALL WOOD MEMBERS EXPOSED TO WEATHER TO BE PRESSURE TREATED PRE-ENGINEERED WOOD TRUSSES SHALL CONFORM WITH TRUSS PLATE INSTITUTE STANDARD WITH PROPER DEAD, LIVE AND WIND LOADS. DRAWINGS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FL. PROVIDE HURRICANE CLIPS AT BOTH ENS OF EACH RAFTER AND TRUSS THE NUMBER AND SIZE OF NAILS CONNECTING TO WOOD MEMBERS SHALL NOT BE LESS THAN THOSE SPECIFIED IN FBC 2004 TABLE 2304.9.1 FASTENING SCHEDULE 4'-0" 1/2" DIA. THREADED ROD A.B. W/ 1 1/2" PLATE WASHER OR FULL HT. THREADED ROD ANCHOR 4) 160 NAILS EA. SIDE u u P.T. (SYP #2) BASE PLATE (MAX) PLATE E 3/8" = 1'-0" (1) SPH4/6/8 0 KING STUD, UNLESS NOTED OTHERWISE ON PLAN. fin! A\/ TA In k1_1 C/! IV[ 1 un 11-0 SUCTION + 41.0 - 44.5 + 39.1 - 42.6 + 36.7 - 40.2 + 34.9 - 38.3 + 41.0 - 54.9 V(1) SPH4/6/8 0 32" 0/C FROM TOP PLATE TO HDR. - 51.3 + 36.7 - 46.3 + 34.9 - 42.6 6'-0" 2 IIL (2) 2X12 #2 SYP W/ 1/2" PLYWD. FLITCH II II -(1) 28" CS16 OR MSTA24 KING STUD W/ (9) 10d COMMON X 1 1/2" PER END, UNLESS NOTED OTHERWISE ON PLAN. CENTER STRAP ON BEAM/ FLOOR SHEATHING LINE. -2X BASE PLATE FIN. FLR. ELEV. .40_ OPENING OVER FLOOR BEAM 3/8" = 1'-0" TOP V I EA 2X (SPF #2), DOUBLE TOP PLATE. FASTEN TOGETHER W/ (2) ROWS OF .131 X 3" 0 12" O.C. (STAGGERED) TOP PLATE JOINT MIN. AK FETA I L YVINIP LOAD NOTES CODES: FLORIDA BUILDING CODE 2014 AND ASCE-7-10 ULTIMATE DESIGN WIND SPEED Vul..: 130 MPH BUILDING RISK CATEGORY. II WIND IMPORTANCE FACTOR: 1 = 1.0 WIND EXPOSURE: C ENCLOSURE: ENCLOSED BUILDING INTERNAL PRESSURE COEFFIENT: GCI WIND PRESSURE TO COMPONENTS AN END ZONE = 15' WALL ZONE AREAS (SF) INTERIOR 10 20 50 100 END ZONE 10 20 50 100 =+.18 OR -.18 CLADDING: ( MEAN ROOF HT. 25' ) WIND LOADS ( PSF ) POSITIVE SUCTION + 41.0 - 44.5 + 39.1 - 42.6 + 36.7 - 40.2 + 34.9 - 38.3 + 41.0 - 54.9 + 39.1 - 51.3 + 36.7 - 46.3 + 34.9 - 42.6 NOTE: AWS DESIGN PRESSURE = ULTTMA ' PRESSURE X 0.6 OR DIVIDE WITH 1.6 ROW OF 10d NAILS 6" O.C. STAGGERED EE NOTE 1 (2) 2X TOP PLATES SYP #2 WHERE DISTANCE BETWEEN TIE -RODS EXCEED MAX. SPACING INSTALL (1) SIMPSON MSTA STRAP AT MID POINT, LENGTH TO BE BETERMINED IN FIELD 3" X 3 " X 118" THICK WASHER W/ NUT PLATE HT.. HEADER,SEE SCHEDULE ii 2X STUDS 0 16" O.C. II ( SPF #2 ) u I� KINGS, SEE SCHEDULE u u II JACKS, SEE SCHEDULE II II ° 1/2" DIA. THREADED ROD II ii TOP OF SUBFLOOR r2X P.T. BASE PLATE _1/2- COUPLER FIN. FLR. ELEV. -SEE ANCHORAGE SYSTEM NOTES FOR ATTACHMENT TNrP I GAL Z)OOR FRAMING 3/8" = 1'-0" ROW OF 10d NAILS > 6" O.C. STAGGERED EE NOTE 1 i ROWS OF 10d NAILS 0 8" O.C. STAGGERED SEE NOTE 1 2X,4 2X6 2X8 #2 SPF OR SYP 2X4 #2 SPF OR SYP 2X6 #2 SPF OR SYP 2X8 MAX. HT. 12' 1 1/8" MAX. HT. 16' 1 1/8" MAX. HT. 20' 1 1/8" NOTES: 1. TYPICAL CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS 3. FASTEN WALL SHEATHING TO POST W/ MIN. 8d NAILS 0 12" O.C. 4. FASTEN GYP. BD. TO POST W/ MIN. 5d NAILS ® 4" O.C. ATTACHMENT OF MULTY-PLY MEMBERS 1 1/2's = 1'-0" TO ROD ANGHORIN6 9Y5TEM 1. THREADED ROD: 3. INTERIOR WALLS: 2" DIAMETER A307 CONTINUOUS SPACING MAY REMAIN 5' O.C. BUT REDUCE UPLIFT THREADED ROD EPDXIED INTO THE CAPACITY 490 LBS. FROM 535 LBS UNLESS CONCRETE FOUNDA11ON AND PLACED STIFFENING SHEATHING VERTICALLY THROUGH 4. 11E ROD SPACING: THE DOUBLE #2 SYP TOP PLATE WHERE IT IS SECURED VIA A 3" X 3" X 8" ROOF TRUSS UPLIFT: STEEL WASHER AND NUT 0 LBS - 1,000 LBS ------ ROD 0 4'-0" O.C. INTERIOR 2. EXTERIOR WALLS : ROD 0 5'-0" O.C. EXTERIOR ROD SHALL BE INSTALLED AT EACH 1,001 LBS - 2,016 LBS ---- ADD 1 ROD ADJACENT TO TRUSS CORNER POST AND AT NOT MORE THAN 4' 2,017 LBS AND GREATER ---- SEE DRAWINGS FEET ON CENTER THEREAFTER. THE ROD SHALL BE EMBEDDED NOT LESS THAN 8" INTO MIN. 3,000 PSI CONCRETE WITH SIMPSON AT TW? -PART ACRYLIC EPDXY OR EQUAL. A 22" EDGE DISTANCE SHALL BE MAINTAINED. THE NUT SHALL BE TIGHTENED TO +/- 25 POUND -FEET OF TORQUE. FOR TWO STORY WALLS, A COUPLER SHALL BE USED TO JOIN TWO PIECES OF ROD TOGETHER TO CREATE A CONTINUOUS PATH FROM TOP PLATE TO FOUNDATION. 2 PLY BEAM N 2X10 OR 2X12 2 ROWS 16d COMMON WIRE NAILS 0 12" O.C. EA. SIDE 1/2" CDX PLYWOOD FLITCH. FASTEN W/ CONSTRUCTION ADHESIVE AND NAILED. IIIIIAOO=� FLITCH BEAM 1 1/2" WHERE DISTANCE EXCEED MAX. BETWEEN TIE -RODS SPACING INSTALL (1) SIMPSON 2X4 ( JACK) STUDS MSTA STRAP AT MID POINT, LENGTH TO BE (2) 2X TOP ( SYP #2) PLATES BETERMINED IN FIELD 3 " X 3 " X 1 /$" THICK WASHER W/ NUT (2) 2X10 #2 SYP W/ 1/2" PLYWD. FLITCH •-iN N • • 2 (2) 2X10 #2 SYP W/ 1/2" PLYWD. FLITCH 5'-0" 2X,4 2X6 2X8 #2 SPF OR SYP 2X4 #2 SPF OR SYP 2X6 #2 SPF OR SYP 2X8 MAX. HT. 12' 1 1/8" MAX. HT. 16' 1 1/8" MAX. HT. 20' 1 1/8" NOTES: 1. TYPICAL CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS 3. FASTEN WALL SHEATHING TO POST W/ MIN. 8d NAILS 0 12" O.C. 4. FASTEN GYP. BD. TO POST W/ MIN. 5d NAILS ® 4" O.C. ATTACHMENT OF MULTY-PLY MEMBERS 1 1/2's = 1'-0" TO ROD ANGHORIN6 9Y5TEM 1. THREADED ROD: 3. INTERIOR WALLS: 2" DIAMETER A307 CONTINUOUS SPACING MAY REMAIN 5' O.C. BUT REDUCE UPLIFT THREADED ROD EPDXIED INTO THE CAPACITY 490 LBS. FROM 535 LBS UNLESS CONCRETE FOUNDA11ON AND PLACED STIFFENING SHEATHING VERTICALLY THROUGH 4. 11E ROD SPACING: THE DOUBLE #2 SYP TOP PLATE WHERE IT IS SECURED VIA A 3" X 3" X 8" ROOF TRUSS UPLIFT: STEEL WASHER AND NUT 0 LBS - 1,000 LBS ------ ROD 0 4'-0" O.C. INTERIOR 2. EXTERIOR WALLS : ROD 0 5'-0" O.C. EXTERIOR ROD SHALL BE INSTALLED AT EACH 1,001 LBS - 2,016 LBS ---- ADD 1 ROD ADJACENT TO TRUSS CORNER POST AND AT NOT MORE THAN 4' 2,017 LBS AND GREATER ---- SEE DRAWINGS FEET ON CENTER THEREAFTER. THE ROD SHALL BE EMBEDDED NOT LESS THAN 8" INTO MIN. 3,000 PSI CONCRETE WITH SIMPSON AT TW? -PART ACRYLIC EPDXY OR EQUAL. A 22" EDGE DISTANCE SHALL BE MAINTAINED. THE NUT SHALL BE TIGHTENED TO +/- 25 POUND -FEET OF TORQUE. FOR TWO STORY WALLS, A COUPLER SHALL BE USED TO JOIN TWO PIECES OF ROD TOGETHER TO CREATE A CONTINUOUS PATH FROM TOP PLATE TO FOUNDATION. 2 PLY BEAM N 2X10 OR 2X12 2 ROWS 16d COMMON WIRE NAILS 0 12" O.C. EA. SIDE 1/2" CDX PLYWOOD FLITCH. FASTEN W/ CONSTRUCTION ADHESIVE AND NAILED. IIIIIAOO=� FLITCH BEAM 1 1/2" 3/8" = 1'-0" HEADER SPAN TABLE AND STUDS WHERE DISTANCE EXCEED MAX. BETWEEN TIE -RODS SPACING INSTALL (1) SIMPSON 2X4 ( JACK) STUDS MSTA STRAP AT MID POINT, LENGTH TO BE (2) 2X TOP ( SYP #2) PLATES BETERMINED IN FIELD 3 " X 3 " X 1 /$" THICK WASHER W/ NUT (2) 2X10 #2 SYP W/ 1/2" PLYWD. FLITCH 4'-0" PLATE HT.. Ah 2 (2) 2X10 #2 SYP W/ 1/2" PLYWD. FLITCH 5'-0" 1 2 (2) 2X12 #2 SYP W/ 1/2" PLYWD. FLITCH 6'-0" 2 II ii II (2) 2X12 #2 SYP W/ 1/2" PLYWD. FLITCH II II 2 2 BY ANALYSIS 10'-0" HEADER,SEE SCHEDULE 3 BY ANALYSIS 16'-0" 2 3 II u II II u II II II 2X STUDS ® 16" O.C. SPF #2) II II II u II u KINGS, SEE SCHEDULE II u II II JACKS, SEE SCHEDULE II II II 1/2" DIA. THREADED ROD ii/ II -2X FRAMING TOP OF SUBFLOOR II II 2X P.T. BASE PLATE II IgI u 1/2" COUPLER N FIN. FLR. ELEV. q iii u u SEE ANCHORAGE SYSTEM NOTES FOR ATTACHMENT TYP I GAL A I NPOA FRAMING 3/8" = 1'-0" HEADER SPAN TABLE AND STUDS HEADER BEAM WINDOW / DOOR MAX. OPENING 2X4 ( JACK) STUDS 2X4 ( KING ) FULL HT. STUDS (2) 2X8 #2 SYP 3'-0" 1 2 (2) 2X10 #2 SYP W/ 1/2" PLYWD. FLITCH 4'-0" 1 2 (2) 2X10 #2 SYP W/ 1/2" PLYWD. FLITCH 5'-0" 1 2 (2) 2X12 #2 SYP W/ 1/2" PLYWD. FLITCH 6'-0" 2 2 (2) 2X12 #2 SYP W/ 1/2" PLYWD. FLITCH 7'-0" 2 2 BY ANALYSIS 10'-0" 2 3 BY ANALYSIS 16'-0" 2 3 REGOMENVED STUD SIZE ANP SPAC I N6 UNINTERUPTED STUD HT. STUD SIZE SPACING GRADE 8'-0" THRU 9'-10" 2X4 16" O.C. SYP #2 OR SPF #2 10'-0" THRU 14'-C" 2X6 16" O.C. SYP #2 OR SPF #2 14'-1" THRU 18'-6" 2X8 16" O.C. SYP 12 OR SPF #2 19'-0" X 22'-0" 2X8 / 2X10 16" O.C. SYP #2 OR SPF #2 SECOND FLOOR CONDITION " SECURE TIE -ROD FROM ABOVE TO BEAM VIA (1) HTT4 I' W/ (18) 16d NAILS u u WOOD TIE -ROD THRU CENTER OF BEAM W/ 3X3X1/8" WASHER AND NUT 2 ROWS 16d COM NAILS 0 12" O.C. WHERE DISTANCE BETWEEN TIE -RODS EXCEED MAX. SPACING INSTALL (1) SIMPSON MSTA STRAP AT MID POINT, LENGTH TO BE BETERMINED IN FIELD II U V II II II u II II II u II I BEAM SECURED VIA WOOD -TIE ROD ii AND (1) HTT16 W/ (18) 16d NAILS ii WOOD BEAM ii MAY BE ROTATED 18(° TO II I CONCEAL FLANGE II II II u II it II II AOOI:) TIE-15EAM CONNECTION 3/811 2 PLY BEAM MULTI -IDLY L1,/L SEAM OFFICE COPY YUt " - `��a� ;P SC E NS •44$ `L F ; y 12 /'0 •• F tc ! NAL 'h••r"kltRIg11111111N! 00 T - Lo U "' I z M N I cO � ^ Lij >N rn 0 N cOf o LL t� W < U LLJ - LLJ O LZ zaW� W Of �JU> M z.Z� O � � I Q Li K)Y O< N �� I Li rn LLJ J w z 0 Z O Q 0 W � 0LL Q N �- g � W a c _ U w U c LLJ n : m z Q �-- z z O a U w 0 i N Q o 0 o JOB NO. J 1 618 DRAWN: JWJ DATE: 04-20-16 SCALE: SHOWN DRAWING NO. S 8 i