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HomeMy WebLinkAbout3830 Saltmarsh Ln 18-1865 (a)cam c ear 02 csc clno a �aaarrrd �®r�or�arie � �% ��ir ssssssssmsss u- t7Q F� s uj� � ®s®s'`o` �r s /aa�l O O r- M O U i N WCO C cm N � � N co > *r- c.0a 0) . �0a 0 Co a)r c)- v- E oc-'it O )< Q co 0_ LL CD �z E v, 0 `.- 0 z o- u0) oho cn v V) a a� 00 a g N TI C E M V N cS E u- O Ln 0 a a M ~ N « Un � m O J O O N � Ql O O (6he 00 N C .I� I: O O O (n Q5 'd Q j > O C C =p 4U O O i w Lnn 0 a � i ISSUE DATE 03/30/2018 REVISIONS PROJECT: 18-0233 SCALE: AS NOTED DRAWN BY: --JML &.JFT DESIGNED BY: MJS COVER PAGE 00 Li Ll. co Co c.i � cs� A o � W ci. Q c LL co `®``rrrr►r � Nzlz Ole °° `w "` �' tee. a 0® z oO e- d' O O M O U u- c � CD O N � � co a) Q fl -m c-qO E CU U) 04 CO p (U ^ -� N C 9` ~ to 0E�� Lo M >C v- = .0 Ri co Q u- c � w m � a I O p) E z V 0 = w WW cii lwi. S 00 a -" T—I C c M V N E CD � � "2 o M ~ 0 N *� M O G C) N � N �+ Ccr (n C7 ►- d! Ile 00 N d (J N LA O Q w Ln O a �1 • ISSUE DATE 03/30/2018 REVISIONS PROJECT: 18-0233 SCALE: AS NOTED ___._...._:...,...._........ ... _.____.._._. DRAWN BY: J_ML & JFT DESIGNED BY: MJS SLAB PLAN 01 03 1 CL c� Lu 6 cL. � LL �I< zr ®d' y Lu cr- wM Ws ®b t' F w r O t -- d- O N O U _j ui CO 0 .O I` N (o C <Caa��E c C CD O p •-� 0 E "S Co .. >C - co OOQCLu- c � n w .N Z -v z g � a E o m w vz N W U O (U N gd' M TI C E = M (_ : S J Ln Mm �--- 40-- O c N *� o Ln M O J O O N � N .w O m 6 O (Cf d (J N M Ln 4- ►� O �0 'L O CL �✓ "d > O q j c N m d O o w Ln 8 - ISSUE DATE 03/30/2018 ISSUE REVISIONS --- PROJECT: 18-0233 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS FLOOR PLAN 03 1 SIN SIN M M 6112" SCALE: 3/4" =1'-0" (11x17)1 1/2" =1'-0" (2436) 3 8" uVERHANG HTML 6,. 31' N � .r - % 40 M ifs Ilk -- - - ----it ,� �........_ .. KEYSTONE FINISH FOAM SILL w/ BRACKET 1x2 OVER 1x6 SMOOTH FINISH BAND (TYP.) 6 RANDOM SIZE CULTURED STONE ON OUTER FACE ONLY (TYP.) I m W a eh ` l 1 0'-0" FIN. FLR. - L VARIES SCALE: 314" =1'-0" (11x17)1 1/2" =1'-0" (24x36) __6 STONE VENEER HTML 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR 11' 4" BRG. HT. _ ---.. _. _.. ._ @ ENTRY 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR 9'-4" BRG. HT. 8'-0" HDR. HT. ,L 1x8 SMOOTH FINISH BAND— (TYP.) DEC. LIGHTING (TYP.) 0'-0" FIN. FLR. _ 9'-0" BRG. HT. @ SECOND FLOOR 7'-8" HDR. HT. @ SECOND FLOOR 10'-8 3/4" FIN. FLR. HT_ @ SECOND FLOOR - _ 91-411 BRG 8'-0" MDR. HT. ,I 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0'-0" FIN, FLR. ---DET. 6---- 11I Front Elevation "C" (Standard) SCALE: 1/8" = T-0" (1107) 1/4" = T-0" (2204) FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 9'-0" BRG. HT. @ SECOND FLOOR � 71-8" HDR. HT. — @ SECOND FLOOR ---1x6 SMOOTH FINISH BAND (TYP.) — 7/8" TEXTURED CEMENTITIOUS FINISH ON METAL LATH OVER 7/16" OSB. SHEATHING (TYP.) 11'4' BRG. HT. N @ ENTRY 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR 9'41 BRG. HT. 8'-0" HDR. HT — DET. 3 —1x2 OVER 1x6 SMOOTH FINISH BAND (TYP.) ---- RANDOM SIZE CULTURED STONE ON OUTER FACE ONLY (TYP.) — 3/8" TEXTURED CEMENTITIOUS. FINISH OVER C.M.U. (TYP.) 0'-0" FIN. FLR. 1x6 SMOOTH FINISH BAND (TYP.) Rear Elevation "C (Standard) SCALE: 1/8" = T-0" (11x17) 1/4 = 1'•0" (2204) 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. _ @ SECOND FLOOR 7/8" TEXTURED CEMENTITIOUS FINISH ON METAL LATH OVER 7/16" OSB. SHEATHING (TYP.) 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR 9'4" BRG HT. ,I, 8'-0" HDR. HT. 0'-0" FIN. FLR. ATTIC VENT CALC'S: (2017) FLORIDA BUILDING CODE (6TH EDITION) R806. MIN. 40%- MAX 50% OF REQUIRED VENTILATION TO BE IN UPPER PORTION OF ATTIC SPACE AND THE BALANCE TO BE IN LOWER PORTION (EAVES). MINIMUM NET VENTILATION AREA SHALL BE T5-10 OF VENTED SPACE. TOTAL VENTED SPACE: 1,857 = 6.19 SF. NET FREE 300 REQUIRED UPPER PORTION VENTILATION TOTAL: 4.952 SF. TO BE PROVIDED w/ OFF RIDGE VENTS: 5 VENTS @.652 /PER VENT TILE: O'HAGIN MODEL "S", SHINGLE: LOMANCO 770-D). LOWER PORTION VENTILATION TOTAL: 1.24 SF. TO BE PROVIDED w/ SOFFITS @ EAVE: 80.00 LF. @ 0.049 SF. VENTING/LF. UPPER ROOF PERCENTAGE: 40% LOWER ROOF PERCENTAGE: 60% Roof Layout SCALE: 1/8" = TV (11x17) 1/4" = TV (2204) U4 CJ00 ee Z o � u! Q ?co _J uu.. ®®®r®0111191/A/'d® ® Cl�®� o p_® ". 00 M A m�^ 610 ®1119 L 11 O r - O I*-- E M O U J to V" CO t V) N CD CD I MU)�Cfl O C ti ~ � �- O O d' E 0 E b....' r "cu .0 � o0 0.. LL. rn� 5 w wz -0 g � a t � w E U p L r (n CL ri 2 00 a J N 7 1�I C E t M L 1hs u J JN V-0Eu �. 4 o o M O c M fu N00 ( M J O - J 9 t a O C) _ N - � O _ .a+ O O L Ln O D �+, ,.� M Ln _ 0- C N O c o _ c - uj Ln O 0 - ISSUE DATE 03/30/2018 ISSUE REVISIONS c tj PROJECT: 18-0233 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELEVATIONS "C" 04.0 ocs � e0 cli et'=COz uj cL c ca —� Ca ®��_l .mmammon % m®melm ® m co 0 � � s+ m: 04 �% 'Km®� 1 fa®RW00 W3.+. ®dddd//111188. 1\ O r' d. p O Imo - M O U u C _ CO 8) Ch Cfl < 0.m 04 0 E cup N C 1,--© .-"CO ... s CuCU 00 Q a u_ 0) N w z �g a) a E o E w o0 v n a� th o M W /'` d .J N E M ru N V c E u" i (n � 'o CD �i o , N CO (n :�* M 4-J O J O O N � N '~ O (nn O � M .&G � a U N Lf') -NO C M 4,,�,� 0 ro OC) � N :v 1 o 0 Q w Ln O 0 - ISSUE ISSUE DATE 03/30/2018 REVISIONS ------------ PROJECT: 18-0233 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELEVATIONS "C" ui a lkVanC a uj CL - co J CD 6100✓11 hoy`e ®®o C) w.. Uj � -;l ® /.`"�00 : Twp 1¢'' 00' *4. O V AO O 1 � M O U J cn .5 V.. CD C CO QaCD mNE c U) 0 O p N .-. _ C I` p .N 0C)tl E .. �? (u X co Q CIL u- m� .N W N Z �g E z W OE 0 u Q cu cL p n i W > CL J t� rl E M 7 'a E IL _N 4-J� (� L 40- r4 00 (A l � M � O - J i > O O = N 4.1 O (� ) C M 00 r4 - L1 CJ N Ln C M �Ci I� p ca O 'i O V) a %+ -p N O CC N 0 c C J Q W Ln O E > 1, J J . C J L ISSUE DATE 03/30/2018 REVISIONS PROJECT: 18-0233 SCALE: T AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS SECTIONS 06 1 i G C I�1 C:) �- ct � O M � O U LL C (n CU 'c co m N NU)NCNU O cnc 0 E��' LoO T, = 00 < >< r- N CL u- (- U) rnw N Z Z N � E 0 E W 00 , W I � � i r i /�/� Vim/ ` >% C- O J 1\ E r M fp N V a E CD c N00 *� (n M O J , C) C) N v c) ro0 OC 00 N a V N M Ln n 'nrr O j O '�- C O ! Z7 C C) C , < C w Ln O .00 a 1 ISSUE DATE 03/30/2018 REVISIONS - ----- - -- .........-....__._._,. __- - PROJECT: 18-0233 ----- SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT I�1 O T d' O � O I M O V J N r O N C� ti .O CU Q .Q.�O E .CcU)C(DN (o O C, � .-r r`. N O CI,-p 0 E ' O Q mw z z � a E 0 `E w E c/i u o w 0 Li 0 Y Q d a o 0 *-a 00 J � C E:LLJ M z � V fo � � LJL N V1 3i-2 O +-�M M CL N M (n w � J LLJ c� z Z: r- m 0 D O o p M 19) O a¢. cr O V) Z7 ,-a 01 V N Ln z 4- H C M ¢ o O z a > -o > O c c a co C N = w< W Ln 0 0- M m LLJ L �w w # ¢ a � � z LJ LJ ¢ A ISSUE DATE 03/30/2018 REVISIONS ._ g PROJECT: 18-0233 z SCALE: AS NOTED Z DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT 08 1 z CONCRETE BLOCK 4 0 ul f 73 u- � HEADER OR STEEL LL. LINTEL - �� ®a aaa a 00 00,0 ease PC EXP. STRIP PC ANCHOR o� CV co U -- O CD N~ .N N C r` Cfl ) Q�acDrn E - C N �f�p•� STRIP LO M X ooQ�L� m W •� w 0 z -� g a� a o v) w oz to �o N O +� 0- J N r--1 EE M GLS. BLK. PER PLAN 0 E u O Un O M c rN 00 c° O J O N � cu O d- (j C Cn M ck L Ce 00 f0 M � O V)� _NW O 'i O in p- > © _ p 41 C) M O w L O a PC PANEL i ISSUE DATE 03/30/2018 REVISIONS PROJECT. 18-0233_ SCALE: AS NOTED DRAWN BY: JML & JFT REINFOR. DETAILS D1 SEALANT PC ANCHOR STRIP _ I�EXP. BOLT (2) - PER ANCHOR MORTAR ASPHALT EMULSION — CONC. BLOCK WALL EXTERIOR FINISH PANEL ANCHOR_CONSTRUCTION PC PANEL REINFORCING TOPS: USED IN PANELS OVER 25"S.F. IN AREA,IS EMBEDDED HORIZONTALLY IN THE MORTAR JOINTS BETWEEN EVERY OTHER COURSE. PANEL REINFORCING IS FORMED OF TWO PARALLEL WIRES, EITHER 1" O.C. (FOR USE WITH "THINLINE" SERIES GLS. BLK.) OR 2" O.C. (FOR USE W/ "PREMIERE" SERIES GLS. BLK.), W/ BUTT WELDED CROSSWIRES AT REGULAR INTERVALS. 4' AND 10' LENGTHS AVAILABLE. PC PANEL ANCHORS (MIDDLE): ARE USED TO TIE PITTSBURGH CORNING GLASS BLOCK PANELS INTO THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED. FORMED FROM 20 GAUGE PERFORATED - THEN GALVANIZED STEEL STRIPS, PANEL ANCHORS ARE AVAIL. IN 1[" WIDTHS X 24" LENGTHS. EXPANSION STRIPS (BOTTOM): MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND THE 01/ STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE GLASS BLOCK AND ALLOW THE PANEL TO EXPAND & CONTRACT FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, PC EXPANSION STRIPS ARE AVAILABLE " THICK X 4" WIDE X 24" LONG. FOR PANEL ANCHOR CONSTRUCTION, 4.. -- ---.-. STD. 4" WIDE STRIPS ARE EASILY CUT TO 3" WIDTH, FOR 31" "PREMIERE" SERIES BLK., AND TO 21" WIDTH, FOR 32 "THINLINE" SERIES BLOCK. INSTALLATION NOTES. 1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE. KEEP HEAD AND SILL LEVEL AND SQUARE. MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. i 2. CONSTANTLY CHECK WIDTH AT MEETING RAILS (i.e. DOUBLE HUNGS) TO AVOID "BOWED OUT" INSTALLATION. 3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO OPENING. THE WINDOW IN THE GLASSDETA�LS4. PLACE 1/4" SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS. CENTER SCALE: N.T.S. OPENING ALLOWING A 1/4" GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE, WHEN CHIMNEY HEIGHT 24" ROOF UNDERLAYMENT PER FBC INSTALLATION IS COMPLETE, THESE SHIMS MAY BE REMOVED. 5. INSTALL FASTENERS (STRAIGHT, NOT ANGLED) IN EVERY OTHER FASTENER SLOT STARTING AT THE ABOVE ROOF WITHIN 10'R905.2.7 CDX PLYWOOD O.B.S. MIDDLE OF THE WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM OF 1". KEEP AND LATH AND STUCCQ WINDOW LOCKED UNTIL ALL SIDES ARE SECURED. PRE -FAB CAP 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. OVER CHIMNEY "J" METAL FLASHING 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. 8. INSULATE AROUND PERIMETER WITH BATT TYPE INSULATION. 00 NOT USE EXPANDABLE FOAM. THE USE _ HCDPL/RTYP. 45 BASE FLASHING OF EXPANDABLE FOAM WILL VOID WARRANTY. ROOF COVERING PER PLAN 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, ALLOW 1/4" GAP AT SILL BETWEEN 7/8" STUCCO OVER PAPER 15/32 C.D.X. OR 7/16 O.S.B. (MIN. STRUCTURE AND WINDOW, THEN, CAULK THIS GAP. 10. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J -CHANNEL (OR BRICK OR OTHER 1/2" PLYWOOD EXT`R. SHEATHING BACK WIRE MESH U.N.O. 2.5:12 PITCH) EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). ALL AROUND NAILED 8d @ 6 & 12 GALV. L -FLASHING ROOF UNDERLAYMENT PER FBC 7 2x's @ 24" O.C. W/ HUGHES IVI - ATTACHED TO SHEATHING _------ - V _- WHEN GREATER THAN 24" x 24". FLASHING SEQUENCING: •2x4 APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING. BLOCKING 2x4 BLOCKING • SET WINDOW UNIT. • APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER. . \� TRUSS @ 24" O.C. -- • APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. • APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. / rRUSS @ 24" O.C. NOTE. _ _ _. ROOF COVERING PER PLAN SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. SEE SPECIFICATIONS FOR MATERIAL TO BE USED. � - " -__ ----=-------.- - ROOF UNDERLAYMENT FIRE BLOCKING V 2x4 BLOCKING PER FBC R905.2.7 ROOF SHEATHING IMPORTANT. 15# FELT DRAINAGE PLANE I METAL FIRE BLOCKING IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN COMPLIANCE WITH WOOD BASED EXTERIOR SHEATHING -OSB AROUND FLUE LINER 2x4 #2 SPF OR #3 �� 6 MIN. LAP ON METAL APPLICABLE LAWS AND BUILDING CODES. DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS -- SYP STUDS @16" O.C. z WINDOW. THE ACID MAY DESTROY THE COIL SPRING BALANCE SYSTEM. WINDOWS WILL NOT BE UNDER 718" NOMINAL STUCCO THICKNESS WARRANTY IF EXPOSED TO MURIATIC ACID. DO NOT L AY WINDOWS FLAT OR STORE IN SUN BEFORE _ "77I INSTALLING. ALL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE PUT INTO WINDOW SILL AREA OF ANY WINDOW. PAPERBACK LATH PEEL AND STICK TAPE i METAL OR PLASTIC EXPANSION JOINT MANTLE DRAINAGE PLANE OVERLAP CONTROL BEAD FLASHING AND MEMBRANE STRIP OVER WOOD 'T I A FRAME / MASONRY CONNECTION. MEMBRANE STRIP COVERING WOOD FRAME / '� - -'" UNDER EXPANSION JOIN EQUAL - PRE -FAB FIRE BOX \ \ INTERSECTION TO PROTECTO WRAP BT 20XL-9" WIDE. TO EXTEND 2" BELOW THE CMU DAMPER 18" NON-COMBUSTABLE �� A 9 i / 1/2„ NOMINAL CEMENTITIOUS FINISH MATERIAL FOR HEARTH FOUNDATION Al X VALLEY RAFTER SCALE: 3„ _ l'-0„ 2 L�1 ETA LS O N D F ASHH STUC'���EAK/FLASHING � E—FAnRREBOX SCALE: N.T.S. DETAIL SCALE. N.T.S. u SCALE: N.T.S. 1 z ca 4 0 ul f 73 u- � LL. CO m i ©.v� ®,� Q - �� ®a aaa a 00 00,0 ease o� CV co U .� ._!N Ll' Cn O CD N~ .N N C r` Cfl ) Q�acDrn E cu (0 N (d O N C N �f�p•� O Ems., LO M X ooQ�L� m W •� w 0 z -� g a� a o v) w oz to �o N O +� 0- J N r--1 EE M N V 0 E u O Un O M c rN 00 c° O J O N � cu O d- (j C Cn M ck L Ce 00 f0 M � O V)� _NW O 'i O in p- > © _ p 41 C) M O w L O a j� i ISSUE DATE 03/30/2018 REVISIONS PROJECT. 18-0233_ SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS DETAILS D1 FIELD REPAIR NOTES ENGINEERED LUMBER GENE RAL N O 1'j' ES ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 MANU'S INSTRUCTIONS, ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO SHEET MANUS' SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF FOUNDATIONS THE ANSI/AWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS). �7 V SC 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER AS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF DEFINED NDS SECTION 8.1 (INCLUDING LVL PSL, AND LSL LUMBER) MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM S2C BEARING CAPACITY 2000 PSF 3. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN TERMITE TREATMENT VALUES AS FOLLOWS: S3 COLUMNS BEAMS STUD REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE E = 1,700,000 Ib/int U.N.O. E = 2,000,000 Wing U.N.O. E = 1,500,000 Wine U.N.O. FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. LIST OF REQUIREMENTS Fb = 2650 Fb = 3000 Fb = 2200 CAST IN PLACE CONCRETE Ft =1650 Ft =1700 Ft = 1500 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, Fc j = 450 Fo 1= 900 Fc 1= 450 AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO Fv = 285 Fv = 285 Fv = 150 ASTM A-615 GRADE 60 MIN. WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 CONDITION U.N.O. WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CEILING CONSTRUCTION THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. VERT. REINF. IN EA. CELL, CONT. PER PLAN. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "'THE BUILDING CODE 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O, �� REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 LATEST EDITION, AND 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. LIVING SPACE IS ABOVE THE GARAGE. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND MEANS AND METHODS AT EACH END SHALL BE PROVIDED. CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED CENTER TO UPPER 1/3 OF THE SLAB. FRAMING PLANS / DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS' BOLTS AND THREADED RODS SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS UNDER STAIR PROTECTION FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. (12.7MM) GYPSUM BOARD. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, MASONRY WALL CONSTRUCTION METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. PSI (fm = 1900 PSI) 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE 3. HEAD MORTAR JOINTS AT PRECAST WINDOWSILLS TO BE NO MORE THAN 1". (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. PRESERVATIVE WOOD TREATER. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES FILLED WITH COARSE GROUT AND GRADE 60 STEEL. REINFORCEMENT SHALL BE OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. ASTM F1667 6. VERTICAL REINFORCEMENT SHALL BE IN CENTER OF THE MASONRY/ BLOCK PREFABRICATED WOOD TRUSSES WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERTICALLY. TIES To THE FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR POSITIONERS IN MIDDLE OF WALL SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS 10, MASONRY ROUGH OPENING TOLERANCES -1/4" TO + 1/2" AND STRUCTURAL PLANS FOR MORE INFO. 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING TRUSS ENGINEER OF RECORD CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE 13, DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO LATEST EDITION OF ANSI TPI 1. CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ MANUFACTURER UNLESS NOTED ON PLANS EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF CONSOLIDATION. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY WOOD CONSTRUCTION TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC "NATIONAL DESIGN TRUSS DESIGN LOADS: TOP CHORD: Lr = 16 PSF SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) DL = 7 PSF (SHINGLE TYPE ROOF COVER) 2. LUMBER DENOTED AS SPF#2 OR SPF#1/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) GRADED "No.1/No.2" BY NLGA, OR BETTER. DL = 14 PSF (TRUSS OVERBUILD) 3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE OR "MIXED" BOTTOM CHORD: DL = 5 PSF SOUTHERN YELLOW PINE VISUALLY GRADED "No 2" BY SFIB, OR BETTER. MINIMUM FLOOR DESIGN LIVE LOADS: 4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER, REGARDLESS OF A) FLOORS = 40 PSF B) BALCONIES= 60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. = = 40 PSFD) STAIRS = 40 PSF C) DECKS PSF 40 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING E) BONUS ROOMS = 60 PSF U.N.O. WALLS, SHEAR WALLS, AND MISC. MEMEBERS (LE. BLOCKING OR GABLE END BRACING) MINIMUM FLOOR DESIGN DEAD LOADS: SHALL BE SPF#2 OR BETTER U.N.O.. A) FLOORS = 15 PSF B)BALCONIES = 15 PSF 6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING GENERAL LOADING: (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. ATTIC WITHOUT STORAGE = 10 PSF 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD ATTIC WITH LIMITED STORAGE = 20 PSF SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF 8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL GUARDRAILS IN -FILL COMPONENTS = 50 PSF SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS AND NOT PROPERLY PROTECTED BY ROOF, EAVE OR SIMILAR COVERING SHALL BE -ADDIT'L BRACING& BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA DURABLE OR PRESERVATIVE -TREATED WOOD, RECOMMENDATIONS FOR MIN, 7/16" OSB SHEATHING 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM BY OTHERS. EA. END, NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE 12d TOENAILS EACH END. CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND HSS2 STUD SHOES, TYP U.N.O. EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST 12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AWPA U1 STANDARD. AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133. ("T" BRACING MAY BE USED I.L.O. 13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT TABLE WITHIN BCSI-133). WOODEN TOP PLATES. -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d 14, SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES WIND DESIGN LOAD INFORMATION 1. OMITTED REBAR WIND SPEED (ALLOWABLE) 108 mph DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR RISK CATEGORY 11 INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 MANU'S INSTRUCTIONS, ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO SHEET MANUS' SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE WIND 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING AREA (SQ FT) �7 V SC BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL S 1 C MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION S2C 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 10 (-) 22.9 USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) S3 4. METAL STUD SUBSTITUTION (+) 20.2 S4C WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. S5C -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" (+) 19.0 50 J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS S6 6. MORTAR JOINTS (+) 18.0 l� S7C -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON S D 1 EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG S D2 -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 +) .4 VERT. REINF. IN EA. CELL, CONT. PER PLAN. SSD3 7. OVERHANGING CMU WALL (-) 19.7 S D4 -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN S D5 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. SD6 ST1 CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 140 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O O (+) 21.2 (+) 21.2 10 (-) 22.9 - 28.3 (+) 20,2 (+) 20.2 20 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 (+) 18.0 (+) 18.0 100 - 19.8 - 22.0 GARAGE DOORS 9'-0" x T-0" 16-0" x T-0" +) .4 +717.7 (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 501_j 4 a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 6th EDITION (2017). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WAND -BOURNE DEBRIS REGION. GLAZED OPENING PROTECTION IS REQUIRED AND SHALL BE PROVIDED PER SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE - RESIDENTIAL, CURRENT EDITION. INDEX OF DRAWINGS SHEET TITLE STRUCTURAL NOTES FOUNDATION PLAN DOWEL PLACEMENT PLAN FOUNDATION DETAILS LINTEL PLAN FIRST FLOOR FRAMING PLAN NOTES & CONNECTOR LEGEND ROOF FRAMING PLAN GENERAL DETAILS GENERAL DETAILS GENERAL DETAILS GENERAL DETAILS TWO STORY DETAILS TWO STORY DETAILS GENERAL STAIR DETAILS MASTER UPDATES NUMBER DATE DESCRIPTION INTIALS CREATED ELEV. A & B STD. & w/SITTING RM. & SITTING RM. w/TRAY 1 2/28/2017 HG OPT. UPDATED TO INCLUDE MASTER w/TRAY OPT. PER WP -134 (MID -FL 2 2/28/2018 TRUSS) UPDATED PER FBC 6th EDITION (2017) RESIDENTIAL & HG UPDATED PER LATEST ARCHS COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. z 0 w W ��e`��owllaNtaar>� aIt NN Ui uCie* Z �`' Ole 0 we 0 Ole EOR e. ee®`° m u. _ F. - u_ O W o W 0 I -- O � o! � a UJ - - z O J Q x W JCL Z 2 O U F- 0 IZ Z � d M U W (/) P W Q O Uj U z O O U° O MOlt CLLd A a d D W$ ° W U c 9 . O z Z Z� UL0 LU O� z W U � w O ©U. - H E O 0 Wz�jM c W ZQ_O_JU_ F J V H p} ~o 0 I=- W U U) OUQvc ui o ocxzwz Ev Qw z V<a o 2¢ U_0 O W r Z�0Q Q �O z - _ -- W O N(- g F- r z U o W n z W W O J W n W =WU) o W Z � Q Q Q a W D O -'A. 00 Z W W ot Q r„ r.rrrur..r LD 113- a N W BLDG DESIGN: --- a CD STRUCTURAL ENG: MCD w DRAFTING: W -DESIGN: --- F-STRUCT: JW U--------- -------- -----------._..-- -- - - ..--- QC CHECK: MRB co JOB No. PSQ-0204921 SCALE: AS INDICATED 1- W DATE: 04/06/18 F UJ W S C 30'-0" 1- h0 - U_ C') O U) N 9 0 0 SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. -FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT GRADE 60 #5 CONT. FT.G TO TIE BEAM. FOUNDATION PLAN 1/4"=11-011 FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION SECTION R506.2.3 FOR REQUIRED LOCATIONS 2, PROVIDE 4" 250OPSI CONC, SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MIDDLE OR UPPER 1/3 OF SLAB DEPTH OVER 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN Q CURRENT CODE EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM Q ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 30". W 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 0 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE p SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) 1= CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE W THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR = USE ALTERNATE APPROVED METHOD. 0 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. ®°��� ��'°®°°°°p°°°�„°®�''/t�prr uj °0 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL ® °:� LL% = Z SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE' AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION a d INSTRUCTIONS. m - Uj ;e' o C7z e 0 : Q 9. NO WOOD STAKES PERMITTED IN FOUNDATION. <(.- ®' ° W 0 ° °°®° ® </: ®dam W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED�Cv�®` >. O DETERMINE STEP LOCATDOWN. SEE SHEET S3 OIONS IDITIONAL F REQUIRED INFORMATION. GC TO � 's®®'�//w0tt61V®o ® m LL LU 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS T AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. O 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE O W SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH U5 �-- PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION � Q 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER a COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE W -- ---- -- -- - - PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO O FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 W PSF, O 0 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Q STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND _ FOOTING SIZES PENDING DEPTH OF STEMWALL Q 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE v HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE --- STOP--- Uj W CONTACT E.O.R. PRIOR TO CONSTRUCTION as C) 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING U SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE > FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION p W MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION Z W PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE O CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT O U o REQUIREMENTS ARE MET. a A ° TING SCHEDULE w F OO = as S Z o 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. F- Do, 1� WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. Z 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. 24" SIDE @3" O.C. & MIN 0 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN(3) #5 PARALLEL TO 12" � z Z M O BARS & 3 MIN. COVER TO EDGE OF CONC.ILL SIDE 6„ O.C. O O W 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. Z LU U W 2O WAY MIN. 2" HIORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. O 0 U E to r - BARS & 3” MIN. COVER TO EDGE OF CONC. Q 06 uj O C/) N 8 28"x28"x12" dp w/ #6's EQUALLY SPACED EA. U Z 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. j Q Z IW- Z j 00 BARS & 3" MIN. COVER TO EDGE OF CONC. _ U O m W 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. I— Z J p p o 8 8> .5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. W = O ¢ c BARS & 3" MIN. COVER TO EDGE OF CONC. J ZQ O �: W o 32 x32 x12 dp w/ #5's EQUALLY SPACED EA. W O O Z w Y O E 8> .6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. z - U Q BARS & 3" MIN. COVER TO EDGE OF CONC. Q Q < Cr 0- /� 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. X W F- O to 3� WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. O W Z M BARS & 3" MIN, COVER TO EDGE OF CONC. U = O 0 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. Z U) � 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. Uj 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. (n N WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6)# 5 E.W. d BARS & 3" MIN. COVER TO EDGE OF CONC. �. 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. O Z Q WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. (� J BARS & 3" MIN. COVER TO EDGE OF CONC. o 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. O y L O 4A WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (7) # 5 E.W. p 2 W W BARS & 3" MIN. COVER TO EDGE OF CONC. Z 0 _j W 48"x48 x24 dp w/#5 s EQUALLY SPACED EA. WLU 46 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8)#5E.W. W = LU BARS & 3" MIN. COVER TO EDGE OF CONC, p Uj Z 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. Z 0. 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Q Q BARS & 3" MIN. COVER TO EDGE OF CONC. U) V 54"x54"x16" dp w/#5's EQUALLY SPACED EA. Imo - 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. �y W a BARS & 3" MIN. COVER TO EDGE OF CONC. O 54"x54"x24" dp w/#5's EQUALLY SPACED EA. 0 0 7 000 z WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. w BARS & 3" MIN. COVER TO EDGE OF CONC. 60"x60"x16" dp w/#5's EQUALLY SPACED EA. iA .,... O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. 0 BLDG DESIGN: --- BARS & 3" MIN. COVER TO EDGE OF CONC. STRUCTURAL ENG MCD _._ _.__..... ...... . — 66"46"x16" dp w/#5's EQUALLY SPACED EA. W DRAFTING: 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. W -DESIGN: --- BARS & 3" MIN, COVER TO EDGE OF CONC. I=--STRUCT: JW QC CHECK: MRB B= _. .__- - ---- _......... t~i) JOB N0. PSQ 0204921 Q SCALE: AS INDICATED W DATE: 04/06/1.8 v� W sic z w COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 16'-0" 14'-0" 8" 15'-4" M F 01 2.6 S3 7J A/C PAD 2.6 RF L I ILL PAVERSILL _" _'4 �- ()0 I ■ .-. O 4'-411 OC7-,QV„ 31-011 v' I N I ■ Lk 2 �Fl 3', I2 IMF01 S3 S3 ■ N ■ ■ N I 0'-0” FIN. FLR. 0 i °�0 ° I o 0 4" THICK CONC, SLAB W/ IFIBERMESH. OVER 6 MIL VAPOR 04 BARRIER OVER COMPACTED FILL. 61-011 1 ■ 10'-10" 6'-0" (2 -STORY FTG: 7'-2" FO 3 F=--==_ 2.3 ■ S3 I I �--a ■ IFO II I I I� I■ L L J_. ._.l. J _._ FO ■ S3 r` I I rn ■ 10'-10" 191-2" 151-6-1 ■ ■I I 3'-8" I FO I� S3 ■ C) FO I � i i0 in i L- i i 9 S3 91_411 2 -STORY FTG. ■ � 01 S3 __-_ bo ■ 3'-8„ ■ VIF1 S3 , (_)n,_,,,, �FO 3.5 PAVERS I a U U_ D 1 ~-W oS2C ■ 2 I r- I o o } � ■ I ■ ■ d N N O •- 04 11-011 71-811 20'-0" MFO I I S3 ■ I� _ I F1 2.6 S3 2.6 • ■• •■ • DO DO D 21_41f 16'-0" D 21_411 91-411 11 30'-0" 1- h0 - U_ C') O U) N 9 0 0 SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. -FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT GRADE 60 #5 CONT. FT.G TO TIE BEAM. FOUNDATION PLAN 1/4"=11-011 FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION SECTION R506.2.3 FOR REQUIRED LOCATIONS 2, PROVIDE 4" 250OPSI CONC, SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MIDDLE OR UPPER 1/3 OF SLAB DEPTH OVER 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN Q CURRENT CODE EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM Q ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 30". W 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 0 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE p SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) 1= CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE W THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR = USE ALTERNATE APPROVED METHOD. 0 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. ®°��� ��'°®°°°°p°°°�„°®�''/t�prr uj °0 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL ® °:� LL% = Z SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE' AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION a d INSTRUCTIONS. m - Uj ;e' o C7z e 0 : Q 9. NO WOOD STAKES PERMITTED IN FOUNDATION. <(.- ®' ° W 0 ° °°®° ® </: ®dam W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED�Cv�®` >. O DETERMINE STEP LOCATDOWN. SEE SHEET S3 OIONS IDITIONAL F REQUIRED INFORMATION. GC TO � 's®®'�//w0tt61V®o ® m LL LU 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS T AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. O 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE O W SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH U5 �-- PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION � Q 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER a COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE W -- ---- -- -- - - PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO O FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 W PSF, O 0 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Q STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND _ FOOTING SIZES PENDING DEPTH OF STEMWALL Q 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE v HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE --- STOP--- Uj W CONTACT E.O.R. PRIOR TO CONSTRUCTION as C) 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING U SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE > FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION p W MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION Z W PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE O CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT O U o REQUIREMENTS ARE MET. a A ° TING SCHEDULE w F OO = as S Z o 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. F- Do, 1� WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. Z 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. 24" SIDE @3" O.C. & MIN 0 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN(3) #5 PARALLEL TO 12" � z Z M O BARS & 3 MIN. COVER TO EDGE OF CONC.ILL SIDE 6„ O.C. O O W 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. Z LU U W 2O WAY MIN. 2" HIORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. O 0 U E to r - BARS & 3” MIN. COVER TO EDGE OF CONC. Q 06 uj O C/) N 8 28"x28"x12" dp w/ #6's EQUALLY SPACED EA. U Z 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. j Q Z IW- Z j 00 BARS & 3" MIN. COVER TO EDGE OF CONC. _ U O m W 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. I— Z J p p o 8 8> .5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. W = O ¢ c BARS & 3" MIN. COVER TO EDGE OF CONC. J ZQ O �: W o 32 x32 x12 dp w/ #5's EQUALLY SPACED EA. W O O Z w Y O E 8> .6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. z - U Q BARS & 3" MIN. COVER TO EDGE OF CONC. Q Q < Cr 0- /� 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. X W F- O to 3� WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. O W Z M BARS & 3" MIN, COVER TO EDGE OF CONC. U = O 0 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. Z U) � 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. Uj 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. (n N WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6)# 5 E.W. d BARS & 3" MIN. COVER TO EDGE OF CONC. �. 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. O Z Q WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. (� J BARS & 3" MIN. COVER TO EDGE OF CONC. o 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. O y L O 4A WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (7) # 5 E.W. p 2 W W BARS & 3" MIN. COVER TO EDGE OF CONC. Z 0 _j W 48"x48 x24 dp w/#5 s EQUALLY SPACED EA. WLU 46 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8)#5E.W. W = LU BARS & 3" MIN. COVER TO EDGE OF CONC, p Uj Z 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. Z 0. 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Q Q BARS & 3" MIN. COVER TO EDGE OF CONC. U) V 54"x54"x16" dp w/#5's EQUALLY SPACED EA. Imo - 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. �y W a BARS & 3" MIN. COVER TO EDGE OF CONC. O 54"x54"x24" dp w/#5's EQUALLY SPACED EA. 0 0 7 000 z WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. w BARS & 3" MIN. COVER TO EDGE OF CONC. 60"x60"x16" dp w/#5's EQUALLY SPACED EA. iA .,... O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. 0 BLDG DESIGN: --- BARS & 3" MIN. COVER TO EDGE OF CONC. STRUCTURAL ENG MCD _._ _.__..... ...... . — 66"46"x16" dp w/#5's EQUALLY SPACED EA. W DRAFTING: 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. W -DESIGN: --- BARS & 3" MIN, COVER TO EDGE OF CONC. I=--STRUCT: JW QC CHECK: MRB B= _. .__- - ---- _......... t~i) JOB N0. PSQ 0204921 Q SCALE: AS INDICATED W DATE: 04/06/1.8 v� W sic z w COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT GRADE 60 #5 CONT. FT.G TO TIE BEAM. (1) # 5 @ TOP, BOTTOM &@24"O.C. VERTICALLY BETWEEN COLUMN & MAIN ❑l N HOUSE CMU ®®01191!®, j®®s I °0 1 ■ ®! ®® FILLED CELL®®rte 4'_411 81-811 31.011 z `�!°®w cn w®.�,1 = z PLAN VIEW o 0c? a p+ Q U - ---- J our as M �z Uj 0 1 CONT. # 5 FROM 'r °l°A ° Q U_ TIE BEAM TO FOOTING r% , s m a... w ao x MASONRY WALL U ■ ■ REINFORCING PER 0) ■ PLAN (TYP). (1) # 5 @TOP, BOTTOM p W r--------- & @ 24" O. C, VERTICALLY BETWEEN 0 o COLUMN & MAIN HOUSE CMU w 00 F_ o F_ SECTION VIEW 0 J J 00 fi61 MASONRY COLUMN TIE IN ■ 1/2"=1'-0" W ca _ 2 0 o oU i-- z �. CV --------------- C6 T_ r- I T W ■ 1 1 1 1 1 1 I� - I— LU 00 d Q I I I D N op M I I I I I I I I \� ■ Q _ _ oo 1 z ■ iv ■ O U o CY j p kOQ , o N Ili °- ix $ g o c0 ■ _ . ■ Z< CA Z Q I W y o 00 �= A LL Vr 0 W �/� LU U e— z r, VC) P„w bo V t� JO)=)co1, E ■ 1..1I <( C� J 0 fn 7)U J z 1— Z > pp _ W m LL Ccd I ■ J ZQo�2w o ■ F- oxzwZ E W Ozl-WRO M Z Q Q W J p. 1 I I Q If 11/ LL M O I II w - 1 W o 0Lo N ■ ■ ■ ■ 0 W Z 4 ■ ■ 4 = 0 Z 3'-"4'-811 8alrr N W ■ c tV 0 o. aoz j zo o J WSW o ■ 3 OJLLULU n D V 6-811 1 -8 H IU— I- . I �Goz °P o O i° w Q 1` Lt. a N _.r. ■ ■ O w BLDG DESIGN: --- 1- RAL ENG: MCD W DRAFTING: -DESIGN: --- m -STRUCT: JW ■ • • ■ x QC CHECK: MRB —- --------.._. Ik W JOB No. PSQ-0204921 SCALE: AS INDICATED 11-411 1.011 16'-0" 1.01.1 1.411 z DOWEL PLACEMENT PDATE: 04/06/1$ w 1/4'1=11-011 vS2C COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO MASONRY WALL IF BEARING WALL HOLD BRG WALL BACK AM IN FULLY BOND BEAM IN FULLY ABOVE WALL SO GYP FINISH IS 2x BRG WALL PER z BOND BE a �. ° FLUSH W/ PLAN AND GROUTED CELL. All I. GROUTED CELL. SEE PLAN ANCHOR O HAVE MIN. WALL SCHEDUE BEARING W (2) #5 BARS @ TOP SPLICE TO BE MIN. 30 MIN 5" (2) #5 BARS @ TOP 7" EMBEDMENT BELOWFOUNDATION BELOW o WHEN MONO DEPTH - All, WHEN MONO DEPTH � LOWEST STEP OF CONC. SLAB PER w SPLICE TO BE MIN. 30" '. CONC. SLAB PER cn " M CURB FOUNDATION PLAN - MASONRY WALL :.'�. EXCEEDS 26". IF W M ��• EXCEEDS 26 . IF _ 'v SEE PLAN DEPTH IS LESS THAN cX r- DEPTH IS LESS THAN r FOUNDATION PLAN � W M 26, THESE BARS ARE CONCRETE SLAB PER > 26" THESE BARS ARE (1) #5 CONT. W/ 1-1/2 W r- ,. I COVER TYP. �` Q N CONCRETE SLAB PER W z > g I 2x P.T. BASE PLATE ' Z FOUNDATION PLAN NOT REQUIRED NOT REQUIRED '•� FOUNDATION PLAN W CONCRETE SLAB PER _ � O VARIES o' W FOUNDATION PLAN w ;4. F- #3 STIRRUPS @ SEE PLAN °° 4a II I I -°W 48" O.C. WHEN Q' da Q°. ,I °' So ° ° n° 'r° �' 00 ° =i i Z ° °.° 4' d °... e a 4 a 4 TI— C~O®®®`�ltlilifrll/��r® MONO DEPTH I I a r. a - r M ..- EXCEEDS 26 , IF = - ° ° - #3 STIRRUPS GRADE Z d' m 4 4 ° a d • — — = O� Z ••�.�p ` W ° �I GRADE- 48 O.C. WHEN N Co - - F� -_ _ _- I I- I ( ' :.° Z I- - i - .'.,�o�. .�r� V/< d , cv 6,jk DEPTH IS LESS _ I I =1 Z MONO DEPTH f . I I o I -I = 11= I- I �I I .e . ° I I=I i I; -�<<r a: �- �s��' �.00 W o 0 THAN 26" EXCEEDS 26 IF d oil rr� a C: C o� �J Z a i _ n"— THESE BARS _ = I I_—III °° I d I 1=1 — =1 I ° I I I_— _ _ ► — _ ®, • DEPTH IS LESS oo — ° o - I - I= - I I III-) I - z �, .. � �� �: �u �� .� -_ ®.. ARE NOT REQ'D III I I -•, III- THAN 26" 1 I I I �. •. (1) #5 BAR CONT. III -I I -.111 I I I I -- I I III, , III I I o a U J z 4V -- - THESE BARS - - - 8.. 16 4..._.' LU Q (2) #5 BARS CONT. I I = = I i W/ 3 COVER TYP.0100 11 Q r�,f, Ci a g.'� m, ���*�` z III-) I=III , , ARE NOT REQ'D CLEAN COMPACTED W/ 3 COVER TYP. CLEAN COMPACTED (2) #5 BARS CONT. FILL @ 95% STANDARD CLEAN COMPACTED (2) #5 BARS CONT. W/ 6" 8„ 8„ 10" ��� � Q O FILL @ 95% STANDARD11 8" 1'-4" DENSITY FILL @ 95% STANDARD 3 COVER TYP. O®��'®EaRe� ��� �- J 8 1 -4 W/ 3 COVER TYP. DENSITY -� m L DENSITY (2) #5 BARS CONT. W/ w 3" COVER TYP. CLEAN COMPACTED7CLEAN COMPACTED ALL REINFORCEMENT SHALL ALL REINFORCEMENT SHALL FILL @ 95% STANDARD FILL @ 95% STANDARD MAINTAIN 3" CLEAR TO MAINTAIN 3" CLEAR TO WHERE 2ND STORY OCCURS, FTG DENSITY DENSITY w WHERE 2ND STORY OCCURS, FTG SHALL BE 1 4 WIDE W/(3) #5 BARS GRADE AND 1-1/2" CLEAR TO GRADE AND 1-1/2" CLEAR TO � �� WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG O SHALL BE 1'-4" WIDE W/(3) #5 BARS ANY FACE EXPOSED TO ANY FACE EXPOSED TO SHALL BE 1'-8" WIDE W/(3) #5 BARS SHALL BE 1'-8" WIDE W/(3) #5 BARS z WEATHER WEATHER v> I— FO TYPICAL EXTERIOR FOOTING AFO TYPICAL GARAGE CURB FOOTING AF0 NON-BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTINGAFO BEARING SLAB STEP DOWN 3/4"=1'-0.. 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" o- x F— O J Q F- LU M Z CL 0 2x BRG WALL PER (1) #5 FROM FTG. TO PLAN AND BEARING TIE BEAM SPLICE TO WALL SCHEDULE BE MIN. 30" GROUT CELL SOLID 2x P.T. BASE PLATESEE PLAN FOR CLEAN COMPACTED SHOWER SIZE FILL @ 95% STANDARD CONC. SLAB PER 8 x12 THICKENED DENSITY CONC. SLAB PER '� z FOUNDATION PLAN SLAB W/ (1) #5 CONT. 'S ¢ °'° I '° U_ FOUNDATION PLAN OPTIONAL CURB BY } r #5 CONT. O WN g BUILDER W/ 3" COVER TYP. `� LL O 9° ° ° EE LL° a a F. a..p 7° ° . :Ir REINFORCEMENT SEE Z W ,.4 • •'.�' ..' .',' .... �8° Z M GONG. SLAB PER s,: 4; "' , .:° .. GRADE - a' ;...�° d .. ..n.:...°. �... LLWI ° 1 �. d .I FOUNDATION PLANrn ° °' FOUNDATION PLAN = - �•• . : 4 — O '. r..�, 4� ° °. . ° %d a ° do A.�' �; 4a FOR QUANTITY } U -III—III III • A ... • ... ; ' • . I—III-1 I I — I I I_I I I—III— I I I III -1 I — _ _ _ 4 1 ''' ° . J. 90 -DEGREE #5 HOOK z IX 4 ..°°.. oo — ° I .d�.i.�a -1 I I=� I �I I I= I I-1 I I 11. �' a. d — -I 11=III=1 I I I I I I °: ° d. ° _ ° .: a .. _ _ III=1 1- ....: '. ' ' :. 1(— ? ' . • . •'. ° _ _ _ III III- ° �.. BARS AT CORNER, OR GRADE °.-- 4.°.-, ..4 : _ —I —III=III =— — a ° A. ' p , a . ° ° ° ° °BEND 8 = o - -- - _ -_ - 4 I I—I I I-III=1 I I=III I I -III= III I I=� I I q'` d I VER AN DETAILS d. ° d 4 4 1Q BARS AROUND CONTINUOUS #5 s III III -I 11= I I=III I I ITI ;=811 _— ,.-�I 11= I I— I.8 8 W o 4 . -a d a = FORIREQUIRED #5 °° d i ..r.�� TI I I I —I 1=... CONT. BARS. MAINTAN °. ° Q. . ' ° z9 (2) #5 BARS CONT. W/ o i= I I ,,,; 1. _ -I I (2) #5 BARS @TOP = I I= "'"" III- CORNER. LAP REBARUj 3" COVER TYP. 8 8" 8" 8" -III ��- -` — it It__ - WHEN MONO DEPTH �I I I, ; I I i I I I I i lI I I II i , I -I�� I 1=1 11= �I I 113"I COVER TYP. a �' a Now`a ° PER EL PLAN DETAIL MD08 ON o m — .I I I—I I I—� I—I (— � n I n I ° . ° 4 d' .. 4.. '4A Q z EXCEEDS 26". IF -III-I 16 MIN. `- 16 MIN. DEPTH IS LESS THAN z 26", THESE BARS ARE VERIFY PLAN DETAILS III—I I 1-1 I I III U_ z w #3 STIRRUPS @ 48" BEND EACH CONT. #5 NOT REQUIRED FOR REQUIRED #5r� O.C. WHEN MONO CONTBAR AT STEP DOWN, Z O W U h N . BARS. MAINTAIN OR INSTAL #5 HOOK DEPTH EXCEEDS 26", (2) #5 BARS CONT. CLEAN COMPACTED 3" COVER TYP. Q O.� WHERE 2ND STORY OCCURS, FTG IF DEPTH IS LESS W/ 3 COVER TYP. FILL @ 95% STANDARD BARS FOR EACH CONT. DENSITY BAR. LAP REBAR PER UO w z o C.4 P c SHALL BE 1'4' WIDE W/(3) #5 BARS THAN 26" THESE BARS DETAIL MD08 ON ARE NOT REQ'D z H U t=- > J_ r LINTEL PLAN W 0 ¢ O m LL- � � 6FOkFOOTING AT INTERIOR BEARING AFO FOOTING SHOWER AT MASONRY FO THICKENED EDGE AFO TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) W Z ° E o a - d O � W o 3/4"=1'-0" 3/4"=1'-0" 3/4"=l-0 3/4"=1'-0" 3/4"=1'-0° w O °z I=— w w O E Oof :)W0=: 8" C.M.U. FINISH PER 8" CMU - W W P ? O ELEV. FINISH PER ELEV. O W Z w CONC. SLAB PER v = O FINISH FLOOR FOUNDATION PLAN FINISH FLOOR z z PENETRATING PIPE 4 .,.. MAX. 4" PENETRATING � C%1 - N �'•.:. • ° #5 LOOP TIE (TYP.) o O ' .: - ° q ° GRADE PIPE. MAX 4" WOOD POST PER PLAN g U W FILLED CELL PER PLAN M z ;;,. �,. A v �44REFER TO - IllI FOR SIZE AND BASE z 0 U ® + 4 . FOUNDATION PLAN - CONNECTION o V J NOTE: AT FRENCH z FOR CONT. - TOP COURSE TO BE O W WLj o cr 4� u� - A FOUNDATION PVC SLEEVE MAX _ - --! CHAIR BLOCKS. J DOOR LOCATIONS. M _ - _ _ ,,,... _.._ _ � 6" DIAMETER - —I = I- CONTRACTOR TO _ INFORMATION ; = ENTIRE BASE TO BE 0LU z d FOOTING PER PLAN FILLED SOLID z 0 ,--I W VERIFY WITH DOOR GARAGE - 4a SEE ELEVATION MANUF. FOR ` SLOPE FOOTING PER PLAN 1= I I CMU BASE W/ (1) #5 w = W _ J � � I— -I I �- CLEAN COMPACTED z � W REQUIRED RECESS i - Z --III- o VERTICAL @ EA. W >- • THRESHOLD PER MFR'S. PVC SLEEVE FILL @ 95 /o STANDARD CORNER. SEE PLAN o SPECIFICATIONS TOP VIEW p@ CORNER (FRONT VIEW) MAX 6" DIA. SIDE VIEW DENSITY z Z p. ( ) FOR BASE SIZE; BARS TO TIE INTO EXT. FTG. A'A. a c~n = V THRESHOLD PER EXTEND SLAB OUT 1 1/2'" AT CONC. SLAB PER _ q, r p IZ U MANUFACTURER'S GARAGE WALL BY TIE IN OR EPDXY d° ° . SPECIFICATIONS FRONT ENTRY DOOR & GARAGE FOUNDATION PLAN CONTACT EOR FOR ADDITIONAL REVIEW CONNECTION BEYOND (2) #5 x 4'-0" BARS ° . ' > O W i- Q ENTRY SWING DOOR FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS CENTERED AT PIPE PVC OR SCH40 SLEEVE THICKENED EDGE PENETRATION FOOTING PER MF08 ON o I '4 A w 0 QO Z U) W° a THIS SHEET BEYOND W I O CONC. SLAB PER W DRIVEWAY BY 4 a dd a a c °° ° D. N FOUNDATION PLAN w BUILDER- CONCRETE _ _ a ° U III ti d d C. SLAB OR CON 4 a4. 'it4 M -W OR PAVERS -I =III �.: - - a..a ° ' Q - _ PAVERS PER PLAN PITCH a , �• - - - I --- q . — — I 4 .0 . d ' STRUCTURAL ENG: MCD W _ q. © BLDG DESIGN: ° ° 4 = III II-III I I I- -III I n• 4 GRAD ---....._ _..__ M —I I= I �I I I— �. I I—I -DESIGN: " "'. .• ... . ,' a . - a --" W. d ° W DRAFTING: 4. i. .. . SLOPE _ _ - - - _- •' a. — : °° ' a a4 I—III I I — I- a a _ _ Z ° • 4 —I 4 — Z I--STRUCT JW _—_ — — - _ I� d PER DOOR MANUFACTURER SLOPE EXT. SURFACE III-� - —II=I I` CLEAN COMPACTED - IT ° °4 . q _ I I Co - -III- '4 - I -III SEE FOUNDATION FOR _ ° d a ' -------- OR GRADE 1/8" PER =III= I I -I=II _ I -III FILL @ 95 /o STANDARD III—I I =III -III- = 4° ° I _ I REFER TO PAD SIZE _I-�-I , L a. ° q ' III-�� QC CHECK ---- MRB ------ FOOT AWAY FROM —I 1 -III III DENSITY �- OL _ - - _FOUNDATION PLAN CLEAN COMPACTED ---�-I I . L "` -I cin JOB No. PSQ-0204921 BUILDING III 4„ 8., 8" x 8" THICKENED PIPE PARALLEL TO FND ;IIIIII III— I I—I I- FOR CONTSEE FDN.. o i -'�' `� -°""' - "' - - ° - , ---_-_.-- _ EDGE W/ (1) #5 CONT. PLAN FOR i I- FOUNDATION DEN @ Y /o STANDARDI-�I1/2 FIBER EXPANSION I INFORMATION 4'� ' SCALE: AS INDICATED AS REQUIRED W/ 3 COVER, TYP.ZE & REINF. _^ _.__.- __...-.__._.....-- -..- Q DATE: 04/06/18 #Fl)�EXTERIOR DOOR POURED SILL F1 THICKENED EDGE @GARAGE DOOR F1 TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND AF1 FOOTING @ENTRY MASONRY COLUMN W 3/4"=11-0113/4"=11-0113/4"=1'-0" 3/4"=1'-0" U) S3 H ----CD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. COPYRIGHT M NOTE TO CONTRACTOR: 0 F- ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D a FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS z ADJACENT MONO AND/OR STEM WALLV ri FOUNDATIONS AS SPECIFIED THIS DETAIL. W (n MIN. 24" BEFORE a . . °" d W z w� z ANOTHER STEP ° �. .. d Q 0 _ . _._ _ _ __ '01 y CONC. SLAB PER 8 x12 THICKENED DENSITY CONC. SLAB PER '� z FOUNDATION PLAN SLAB W/ (1) #5 CONT. 'S ¢ °'° I '° U_ FOUNDATION PLAN OPTIONAL CURB BY } r #5 CONT. O WN g BUILDER W/ 3" COVER TYP. `� LL O 9° ° ° EE LL° a a F. a..p 7° ° . :Ir REINFORCEMENT SEE Z W ,.4 • •'.�' ..' .',' .... �8° Z M GONG. SLAB PER s,: 4; "' , .:° .. GRADE - a' ;...�° d .. ..n.:...°. �... LLWI ° 1 �. d .I FOUNDATION PLANrn ° °' FOUNDATION PLAN = - �•• . : 4 — O '. r..�, 4� ° °. . ° %d a ° do A.�' �; 4a FOR QUANTITY } U -III—III III • A ... • ... ; ' • . I—III-1 I I — I I I_I I I—III— I I I III -1 I — _ _ _ 4 1 ''' ° . J. 90 -DEGREE #5 HOOK z IX 4 ..°°.. oo — ° I .d�.i.�a -1 I I=� I �I I I= I I-1 I I 11. �' a. d — -I 11=III=1 I I I I I I °: ° d. ° _ ° .: a .. _ _ III=1 1- ....: '. ' ' :. 1(— ? ' . • . •'. ° _ _ _ III III- ° �.. BARS AT CORNER, OR GRADE °.-- 4.°.-, ..4 : _ —I —III=III =— — a ° A. ' p , a . ° ° ° ° °BEND 8 = o - -- - _ -_ - 4 I I—I I I-III=1 I I=III I I -III= III I I=� I I q'` d I VER AN DETAILS d. ° d 4 4 1Q BARS AROUND CONTINUOUS #5 s III III -I 11= I I=III I I ITI ;=811 _— ,.-�I 11= I I— I.8 8 W o 4 . -a d a = FORIREQUIRED #5 °° d i ..r.�� TI I I I —I 1=... CONT. BARS. MAINTAN °. ° Q. . ' ° z9 (2) #5 BARS CONT. W/ o i= I I ,,,; 1. _ -I I (2) #5 BARS @TOP = I I= "'"" III- CORNER. LAP REBARUj 3" COVER TYP. 8 8" 8" 8" -III ��- -` — it It__ - WHEN MONO DEPTH �I I I, ; I I i I I I I i lI I I II i , I -I�� I 1=1 11= �I I 113"I COVER TYP. a �' a Now`a ° PER EL PLAN DETAIL MD08 ON o m — .I I I—I I I—� I—I (— � n I n I ° . ° 4 d' .. 4.. '4A Q z EXCEEDS 26". IF -III-I 16 MIN. `- 16 MIN. DEPTH IS LESS THAN z 26", THESE BARS ARE VERIFY PLAN DETAILS III—I I 1-1 I I III U_ z w #3 STIRRUPS @ 48" BEND EACH CONT. #5 NOT REQUIRED FOR REQUIRED #5r� O.C. WHEN MONO CONTBAR AT STEP DOWN, Z O W U h N . BARS. MAINTAIN OR INSTAL #5 HOOK DEPTH EXCEEDS 26", (2) #5 BARS CONT. CLEAN COMPACTED 3" COVER TYP. Q O.� WHERE 2ND STORY OCCURS, FTG IF DEPTH IS LESS W/ 3 COVER TYP. FILL @ 95% STANDARD BARS FOR EACH CONT. DENSITY BAR. LAP REBAR PER UO w z o C.4 P c SHALL BE 1'4' WIDE W/(3) #5 BARS THAN 26" THESE BARS DETAIL MD08 ON ARE NOT REQ'D z H U t=- > J_ r LINTEL PLAN W 0 ¢ O m LL- � � 6FOkFOOTING AT INTERIOR BEARING AFO FOOTING SHOWER AT MASONRY FO THICKENED EDGE AFO TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) W Z ° E o a - d O � W o 3/4"=1'-0" 3/4"=1'-0" 3/4"=l-0 3/4"=1'-0" 3/4"=1'-0° w O °z I=— w w O E Oof :)W0=: 8" C.M.U. FINISH PER 8" CMU - W W P ? O ELEV. FINISH PER ELEV. O W Z w CONC. SLAB PER v = O FINISH FLOOR FOUNDATION PLAN FINISH FLOOR z z PENETRATING PIPE 4 .,.. MAX. 4" PENETRATING � C%1 - N �'•.:. • ° #5 LOOP TIE (TYP.) o O ' .: - ° q ° GRADE PIPE. MAX 4" WOOD POST PER PLAN g U W FILLED CELL PER PLAN M z ;;,. �,. A v �44REFER TO - IllI FOR SIZE AND BASE z 0 U ® + 4 . FOUNDATION PLAN - CONNECTION o V J NOTE: AT FRENCH z FOR CONT. - TOP COURSE TO BE O W WLj o cr 4� u� - A FOUNDATION PVC SLEEVE MAX _ - --! CHAIR BLOCKS. J DOOR LOCATIONS. M _ - _ _ ,,,... _.._ _ � 6" DIAMETER - —I = I- CONTRACTOR TO _ INFORMATION ; = ENTIRE BASE TO BE 0LU z d FOOTING PER PLAN FILLED SOLID z 0 ,--I W VERIFY WITH DOOR GARAGE - 4a SEE ELEVATION MANUF. FOR ` SLOPE FOOTING PER PLAN 1= I I CMU BASE W/ (1) #5 w = W _ J � � I— -I I �- CLEAN COMPACTED z � W REQUIRED RECESS i - Z --III- o VERTICAL @ EA. W >- • THRESHOLD PER MFR'S. PVC SLEEVE FILL @ 95 /o STANDARD CORNER. SEE PLAN o SPECIFICATIONS TOP VIEW p@ CORNER (FRONT VIEW) MAX 6" DIA. SIDE VIEW DENSITY z Z p. ( ) FOR BASE SIZE; BARS TO TIE INTO EXT. FTG. A'A. a c~n = V THRESHOLD PER EXTEND SLAB OUT 1 1/2'" AT CONC. SLAB PER _ q, r p IZ U MANUFACTURER'S GARAGE WALL BY TIE IN OR EPDXY d° ° . SPECIFICATIONS FRONT ENTRY DOOR & GARAGE FOUNDATION PLAN CONTACT EOR FOR ADDITIONAL REVIEW CONNECTION BEYOND (2) #5 x 4'-0" BARS ° . ' > O W i- Q ENTRY SWING DOOR FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS CENTERED AT PIPE PVC OR SCH40 SLEEVE THICKENED EDGE PENETRATION FOOTING PER MF08 ON o I '4 A w 0 QO Z U) W° a THIS SHEET BEYOND W I O CONC. SLAB PER W DRIVEWAY BY 4 a dd a a c °° ° D. N FOUNDATION PLAN w BUILDER- CONCRETE _ _ a ° U III ti d d C. SLAB OR CON 4 a4. 'it4 M -W OR PAVERS -I =III �.: - - a..a ° ' Q - _ PAVERS PER PLAN PITCH a , �• - - - I --- q . — — I 4 .0 . d ' STRUCTURAL ENG: MCD W _ q. © BLDG DESIGN: ° ° 4 = III II-III I I I- -III I n• 4 GRAD ---....._ _..__ M —I I= I �I I I— �. I I—I -DESIGN: " "'. .• ... . ,' a . - a --" W. d ° W DRAFTING: 4. i. .. . SLOPE _ _ - - - _- •' a. — : °° ' a a4 I—III I I — I- a a _ _ Z ° • 4 —I 4 — Z I--STRUCT JW _—_ — — - _ I� d PER DOOR MANUFACTURER SLOPE EXT. SURFACE III-� - —II=I I` CLEAN COMPACTED - IT ° °4 . q _ I I Co - -III- '4 - I -III SEE FOUNDATION FOR _ ° d a ' -------- OR GRADE 1/8" PER =III= I I -I=II _ I -III FILL @ 95 /o STANDARD III—I I =III -III- = 4° ° I _ I REFER TO PAD SIZE _I-�-I , L a. ° q ' III-�� QC CHECK ---- MRB ------ FOOT AWAY FROM —I 1 -III III DENSITY �- OL _ - - _FOUNDATION PLAN CLEAN COMPACTED ---�-I I . L "` -I cin JOB No. PSQ-0204921 BUILDING III 4„ 8., 8" x 8" THICKENED PIPE PARALLEL TO FND ;IIIIII III— I I—I I- FOR CONTSEE FDN.. o i -'�' `� -°""' - "' - - ° - , ---_-_.-- _ EDGE W/ (1) #5 CONT. PLAN FOR i I- FOUNDATION DEN @ Y /o STANDARDI-�I1/2 FIBER EXPANSION I INFORMATION 4'� ' SCALE: AS INDICATED AS REQUIRED W/ 3 COVER, TYP.ZE & REINF. _^ _.__.- __...-.__._.....-- -..- Q DATE: 04/06/18 #Fl)�EXTERIOR DOOR POURED SILL F1 THICKENED EDGE @GARAGE DOOR F1 TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND AF1 FOOTING @ENTRY MASONRY COLUMN W 3/4"=11-0113/4"=11-0113/4"=1'-0" 3/4"=1'-0" U) S3 H ----CD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. COPYRIGHT M WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") AT CORNERS PRECAST "U" PROVIDE LINTEL W/ 3000 STANDARD #5 psi CONC. PER HOOK BAR. LAP LINTEL PLAN. IF OTHER BARS INTO REBAR IS CORNER AS REQ'D INDICATED IN TYPI LINTEL, #5 TO BE L SEGMENT HOOKED INTO "All SIDE VERTICALS ' licit 11!/4 'v D" .<A d , •d d UJ 15 2111/4 4. ° d ° ° d. A d ° ° 1� °e •a °II� .<. ���•d d. BOTTOM STEEL IN LINTEL IF ° °*1 INDICATE - SHOULD HOOK INTO VERTICAL CELLS PER MD08 4 ROUGH OPENING PER PLAN ' - METAL LATH OR WIRE SCREEN GRADE 40 OVER COURSES NOT REQ'D e BEND 0 TO BE FILLED. (SHEET METAL LAP SPLICE BEND 0 & PAPER FELT PROHIBITED) -SMEAR WALLAT OPENING Q z o Uj z 0 u 4\ z o O U_ w ~ LL O z O a W <JC w Z h IL < U- Oco z TYPI HOOK PER L SEGMENT "D" "All MD08 licit 11!/4 'v D" #3 1/'71/8 d UJ 15 2111/4 41/4 9 d' •e #4 d 55/8 91/2 20 P' 55/8 121/21 4 #5 31/8 7 1113/4 25 33/4 7 151/2 40 d �• 33/4 wn" w 0 30 41/2 81/16 •• .e 0 w w .J 9 13/16 16 1/2 35 Q, L 9 13/16 N�av~i o a ° I a Z Y) W 8F8-0B/1T Q • O � cn C C WALL~�� LEGEND O 8F16-06/17 Q �? v - O gGROUTARCHITECTURAL z#5 CDCAVITY .4, d° 8F20-1B/1T ._ a° 8F20-0B/1T W d TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL W/ 3000 psi CONC W/ (1) #5 DIA. REBAR �— STD. 90 DEGREE ANGLE 3000 psi J' CONC. W/ (1) #5 DIA. REBAR TYPICAL MASONRY CONSTRUCTION SEE PLAN FOR TOP OF WALL AND LINTEL INFO 3/4"=1'-0" LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" SEE DOWEL LAYOUT PLAN FOR FILLED CELL INFORMATION. MIN. (1) IS REQUIRED ON EITHER SIDE OF OPENING U.N.O. (2) 2x8 SYP #2 P.T. WOOD HEADER TURNED SIDEWAYS. ATTACH (2) 2x8 SYP #2 P.T. HEADER TO MASONRY WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14) 1/4" DIA. x 2 3/4" TAPCONS & (6) 10d NAILS INTO HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) ROWS OF 10d NAILS STAGGERED @ 6" O.C. AND MIN. 2"' FROM ENDS. REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 e BEND 0 LENGTH LAP SPLICE BEND 0 `• . NO -SMEAR WALLAT OPENING Q z o Uj z 0 u 4\ z o O U_ w ~ LL O z O a W <JC w Z h IL < U- Oco z TYPI AL SHEAR WA L SEGMENT "D" "All "B" licit 11!/4 'v D" #3 1/'71/8 d 7 15 2111/4 41/4 9 24 #4 d 55/8 91/2 20 P' 55/8 121/21 4 #5 31/8 7 1113/4 25 33/4 7 151/2 40 #6 33/4 81/16 14 30 41/2 81/16 TYPICAL MASONRY CONSTRUCTION SEE PLAN FOR TOP OF WALL AND LINTEL INFO 3/4"=1'-0" LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" SEE DOWEL LAYOUT PLAN FOR FILLED CELL INFORMATION. MIN. (1) IS REQUIRED ON EITHER SIDE OF OPENING U.N.O. (2) 2x8 SYP #2 P.T. WOOD HEADER TURNED SIDEWAYS. ATTACH (2) 2x8 SYP #2 P.T. HEADER TO MASONRY WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14) 1/4" DIA. x 2 3/4" TAPCONS & (6) 10d NAILS INTO HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) ROWS OF 10d NAILS STAGGERED @ 6" O.C. AND MIN. 2"' FROM ENDS. REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 e BEND 0 LENGTH LAP SPLICE BEND 0 `• . NO -SMEAR WALLAT OPENING Q z o Uj z 0 u 4\ z o O U_ w ~ LL O z O a W <JC w Z h IL < U- Oco z TYPI AL SHEAR WA L SEGMENT "D" "All "B" licit 11!/4 'v D" #3 1/'71/8 d TYPICAL MASONRY CONSTRUCTION SEE PLAN FOR TOP OF WALL AND LINTEL INFO 3/4"=1'-0" LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" SEE DOWEL LAYOUT PLAN FOR FILLED CELL INFORMATION. MIN. (1) IS REQUIRED ON EITHER SIDE OF OPENING U.N.O. (2) 2x8 SYP #2 P.T. WOOD HEADER TURNED SIDEWAYS. ATTACH (2) 2x8 SYP #2 P.T. HEADER TO MASONRY WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14) 1/4" DIA. x 2 3/4" TAPCONS & (6) 10d NAILS INTO HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) ROWS OF 10d NAILS STAGGERED @ 6" O.C. AND MIN. 2"' FROM ENDS. REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE Q z o Uj z 0 u 4\ z o O U_ w ~ LL O z O a W <JC w Z h IL < U- Oco z "/ill "B�" 11C11 "D" "All "B" licit 11!/4 'v D" #3 1/'71/8 41/4 7 15 2111/4 41/4 9 24 #4 21/2 55/8 91/2 20 3 55/8 121/21 32 #5 31/8 7 1113/4 25 33/4 7 151/2 40 #6 33/4 81/16 14 30 41/2 81/16 181/2 48 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16 21 3/4 56 LAP SPLICE EMBEDDED STANDARD 900 HOOK REBAR SPLICE DETAIL 3/4"=1'-0" STANDARD 180° HOOK #3 2 %" #4=2Y2' #5=2%" #6 = 3" #7=3%" 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM W/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. T OPENING GROUT PROVIDE CLEAN OU @ FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 14"-8" I Id 6'-0" U 8R22 -013/1T ld 7-5/8" ACTUAL IN LINTEL (VARIES) O 8" NOMINAL WIDTH U ° O 161-011 M 8F24-OB/1T FILLED a O 8R30-1B/1T Lj 0 8F32-1B/1T 1-1/2" CLEAR U o U a 0 8R30-0B/1T c7 z 5oa _d: Q F-/ °9 M z #5 REBAR AT TOP MIN. (1) REQ'D �{— O 8F32 -0B/1T Q ¢ C.M.U. ¢ n �ZI� M _ z li V � O 8F38 -1 B/1T � 2 O w L6 0 ti LU O 8F12 -1B/OT r O "..J C, 0 r~ �' E BOTTOM REINFORCING PROVIDED Q W06 '' p rn 8 O BF40-1B/1T 0 a� 7-5/8" ACTUAL IN LINTEL (VARIES) 0 C7 w uj Z C chcq ,c Ow 8F28-1B/1T 8" NOMINAL WIDTH —' Z ~ Z > J Cow <CDlLCo �n I"' P: M ti x 8F40 -0B/1T UNFILLED _ ow o w e s �% J Za03: o o=Zw E UJ OzhwRO 04(0 LU U U F– ¢Dw = L6 z 1-1/2" CLEAR o Q U_ 0 n` _:3d a' IY W Z�0M p #5 REAR AT BTOP MIN. (1) REQ'D O W u o LU �Jcwn O o V w U)TOP KNOCK OUT/ LINTEL BLOCK Q fn O r - o z H U COURSE z X LU 0 O O ° #5 REBAR AT BOTTOM MIN. (1) N O Xw 4- REQ'D a ww z .,�– ----,� 16 GA. POWERS STEEL BOXED O O —. 7-5/8 ACTUAL LINTEL z - 8" NOMINAL WIDTH 0 V J Q POWERS STEEL o W ; � o z 0 J W n SAFE LOAD TABLE NOTES w = w CO 1, ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED w > LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2 z SAFE LOADS FOR ALL QCL RECESSED LINTELS BASED ON 4 NOMINAL BEARING. _ V 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 3 V (/) 11'-4" T.O.M. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 0W� Z 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING 0 O r _ ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL a N- 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY p BLDG DESIGN: --- CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF cn STRUCTURAL ENG: MCD SUPPORT. w DRAFTING: �= -DESIGN: 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. U-STRUCT: JW 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. QC CHECK: MRB W JOB No. PSQ-0204921 < SCALE: AS INDICATED h - w DATE: 04/06/18 LINTEL PLAN V U.1 1/811= 1 1-011 U EE 0 14 kaso h COPYRIGHT MC D 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, LOTTS, & POWERS STEEL Q z o Uj z 0 u 4\ z o O U_ w ~ LL O z O a W <JC w Z h IL < U- Oco z STANDARD LINTEL NOTES STANDARD LINTELS ;LEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24 -113/8F24-013 8F32 -113/8F32-013 1. AREAS OF BLOCK ABV, MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. Z. (1) #5 REBAR IN TIE BEAM I5 TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL00 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 1 �_g" 2231 3069/3069 6113/6113 8974/8974 10000/ 10000 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4'-6" 710 1423/1105 4360/1631 6036/2549 8328 / 3470 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 ®�tsr�aeiirr� I,Lj co `�� �d,��®. �„®���.� Y a Z „. e- �,, 0 �. V • r e Lia ®mt. « ' o c?; � -. . uri k ;: <p `�®�y ��� �m�� .0 %. S ✓' & a° �� ® w 101-011292 567 / 454 1366 / 1277 2423 / 1770 4006 / 2263 10'-8" 277 492/352 1254/1132 2193/1567 3552 / 2003 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 �� 13 -4 0 328/0 MATERIALS 14'" 0 292 / 0 1160 / 0 1660 / 0 2439 / 0 -0 16'-0" 0 284/0 950/0 1379/0 1997/0 1. fc PRECAST LINTELS = 3500 PSI. 2. fc PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. 18'-0" 0 211/0 750/0 1177/0 1676/0 18'CK -8" 0 142 / 0 598 / 0 1114 / 0 1468 / 0 20'-0" 0 180/0 598 / 0 1024 / 0 1441 / 0 " 20'-8 0 145/0 550/0 981 / 0 1376/0 22'-8" 0 110/0 1 450/0 1 824 / 0 1147 / 0 RECESSED LINTELS -FILLED CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1 B/8R14-0B 8R22-1 B/8R22-OB 2"-4" 1694/1694 3725/3280 5499/5421 21_8" 1425/1425 3343/3280 4933/49330 3'-0" 1230/1230 2769/2769 4085/4085 314" 1081/920 2769/1716 4085/2839 4'-4" 846/833 2121/1716 3127/2839 5'-4" 664/572 1761/1761 2595/2595 6'-4" 526/434 1539/1539 1329/2267 71-4" 480/322 1334/1334 1964/1552 81-4" 415/235 1152/1152 1694/1552 DEEPER THAN 32" USE VALUES FOR 32" DEEP HEADER 1) FOR HEADER DEPTHS D 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN.0 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. W LINTEL DESIGNATION SCHEDULE MARK LINTEL REQUIREMENTS F = FILLED WITH GROUT U = UNFILLED R = RECESSED & FILLED WITH GROUT --- QUANTITY OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16-1B/1T �—QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT TYPE DESIGNATION NOMINAL WIDTH 8R6-06/17 z O CL WW 8F8-0B/1T Q 8R14-1B/1T O 8F16-1B/1T 8R14-0B/1T C C WALL~�� LEGEND O 8F16-06/17 Q �? v - O gGROUTARCHITECTURAL z#5 CDCAVITY 1-1/2" CLEAR #5 REBAR AT TOP MIN. (1) REQ'DWBEARING C.M.U. REBAR AT BOTTOM OF LINTEL IBOTTOM REINFORCING PROVIDED 0 8F20-1B/1T 9'-4" T.O.M. = INTERIOR/EXTERIOR WALL (OR LINTEL 11'-4" T.O.M. IF REFERENCED ON SHEET S4). VERIFY HEIGHT W/8R22-1B/1T PLANS U.N.O. 8F20-0B/1T W 8F24-1B/1T 6'-0" U 8R22 -013/1T ld 7-5/8" ACTUAL IN LINTEL (VARIES) O 8" NOMINAL WIDTH U ° O 161-011 M 8F24-OB/1T FILLED a O 8R30-1B/1T Lj 0 8F32-1B/1T 1-1/2" CLEAR U o U a 0 8R30-0B/1T c7 z 5oa _d: Q F-/ °9 M z #5 REBAR AT TOP MIN. (1) REQ'D �{— O 8F32 -0B/1T Q ¢ C.M.U. ¢ n �ZI� M _ z li V � O 8F38 -1 B/1T � 2 O w L6 0 ti LU O 8F12 -1B/OT r O "..J C, 0 r~ �' E BOTTOM REINFORCING PROVIDED Q W06 '' p rn 8 O BF40-1B/1T 0 a� 7-5/8" ACTUAL IN LINTEL (VARIES) 0 C7 w uj Z C chcq ,c Ow 8F28-1B/1T 8" NOMINAL WIDTH —' Z ~ Z > J Cow <CDlLCo �n I"' P: M ti x 8F40 -0B/1T UNFILLED _ ow o w e s �% J Za03: o o=Zw E UJ OzhwRO 04(0 LU U U F– ¢Dw = L6 z 1-1/2" CLEAR o Q U_ 0 n` _:3d a' IY W Z�0M p #5 REAR AT BTOP MIN. (1) REQ'D O W u o LU �Jcwn O o V w U)TOP KNOCK OUT/ LINTEL BLOCK Q fn O r - o z H U COURSE z X LU 0 O O ° #5 REBAR AT BOTTOM MIN. (1) N O Xw 4- REQ'D a ww z .,�– ----,� 16 GA. POWERS STEEL BOXED O O —. 7-5/8 ACTUAL LINTEL z - 8" NOMINAL WIDTH 0 V J Q POWERS STEEL o W ; � o z 0 J W n SAFE LOAD TABLE NOTES w = w CO 1, ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED w > LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2 z SAFE LOADS FOR ALL QCL RECESSED LINTELS BASED ON 4 NOMINAL BEARING. _ V 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 3 V (/) 11'-4" T.O.M. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 0W� Z 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING 0 O r _ ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL a N- 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY p BLDG DESIGN: --- CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF cn STRUCTURAL ENG: MCD SUPPORT. w DRAFTING: �= -DESIGN: 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. U-STRUCT: JW 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. QC CHECK: MRB W JOB No. PSQ-0204921 < SCALE: AS INDICATED h - w DATE: 04/06/18 LINTEL PLAN V U.1 1/811= 1 1-011 U EE 0 14 kaso h COPYRIGHT MC D 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 2x4 SYP#2 BLOCKING 16"o.c. ATTACH EACI- TO TRUSSES w/(3)12 NAILS. ATTACH BLOT TO WALL BELOW w/S DTC CLIP, 10 BOT. 1-4" WALL LEGEND L = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALL (OR LINTEL ® = 11'-4" T.O.M. IF REFERENCED ON SHEET S4). VERIFY HEIGHT W/ ARCHITECTURAL PLANS Q U.N.O. z z w 0 LU ti 0 N z _O F— LU ®e �( amommoam®® �� L �If 0) 'eo Q i r LR .. - .r 00 O tet. `� p ®--► LU cv m e r CC Y Z co M, * J • 46 0 © m U_ FIRST FLOOR FRAMING PLAN NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND 1i4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. -- : z U O wg` > 090 z am V— z ry CD W r I O LLJU ~ w C)qJ 0)E O06 _E _'O�'�°'� zFM�* -- Z> Z -j J0 � I-VQPmU_ ti �WNpct�_8 Uj J (n ZZQO�2w o 1— I U o=zwz E OQw <a H W �Q LL OLr) > w zL- M 0 O r N i > F" i V J W > W Li o ' W 0 -j W =WIto cm W > W I— C1 v) Q ;Wv0 o 0 �CIOZ : U wg` > 090 z am V— z ry CD W r I O LLJU ~ w C)qJ 0)E O06 _E _'O�'�°'� zFM�* -- Z> Z -j J0 � I-VQPmU_ ti �WNpct�_8 Uj J (n ZZQO�2w o 1— I NN o=zwz E OQw <a H W �Q LL OLr) > W 3: zL- M 0 O r N i > F" i V J W > W Li o ' W 0 -j W =WIto cm W � Q IL I— C1 v) Q ;Wv0 o 0 �CIOZ [L a N ..._ J BLDG DESIGN: --- STRUCTURALENG: MCD ) DRAFTING: --- —�-- -DESIGN: --- - -STRUCT: JW QC CHECK: MRB JOB No. PSQ-0204921 SCALE: AS INDICATED DATE: 04/06/18 i S5C HEADER SCHEDULE BEARING WOOD WALL SCHEDULE COLUMN SCHEDULE CONNECTOR SCHEDULE UPLIFT CONNECTION & FASTENERS TAG HEADER FASTENERS TAG STUD LUMBER CAP. BLOCKING O (2)2x4 SPF #2 BUILT UP STUD COLUMN VALUES VALUES TAG SIMPSON CONNECTOR TYPE SPACING SPECIES TOP BOTTOM (plf) SPF(Ib) SYP(Ib) H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) (2)12d (2)12d NO O (3)2X4 SPF #2 BUILT UP STUD COLUMN 1 HETA16 w/(9) 10dx12" NAILS OR FRAME TO CMU 1810 1810 16d NAILS BW1 16" SPF TOENAILS TOENAILS UPLIFT MID -SPAN HETA20 w/(9) 10d x 12" NAILS H2x8 (2)2x8 #2 SYP wA' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) SP4 W/(6) SP4 W/(6) CO (4)2X4 SPF #2 BUILT UP STUD COLUMN (2)HETA16 OR (2)HETA20 2 570 plf MID -SPAN 2 (1)ply TRUSS (10)1 Od x 1 NAILS FRAME TO CMU (1)ply 2035 (1)ply 2035 16d NAILS BW2 16 SPF 1 Od x 12' NAILS 10d x 12" NAILS 1 l„ ATTACH KING STUD TO HEADER w/(10) (2)ply TRUSS (12) 16d x 12 NAILS (2)ply 2500 (2)ply 2500 H2x10 2)2x10 #2 SYP w/2 FLITCH PLATE SP4 W/(6) SP4 W/(6) O (2)2X6 SPF #2 BUILT UP STUD COLUMN 16d NAILS 570 If H10A w/(18)1 Od x 12' NAILS OR H10A 1015 HIDA 1340 BW3 16" SPF 1 O x 12" NAILS 1 O x 12" NAILS p 3rd. PT. (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) EO (3)2X6 SPF #2 BUILT UP STUD COLUMN HTS20 w/(24)1 Od x 12" NAILS 16d NAILS BW4 12" TOENAILS TOENAILS NOOENAILS UPLIFT SPF (3) 12d MID -SPAN 4 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) O (2)2X8 SPF #2 BUILT UP STUD COLUMN 16d NAILS SP4 W/(6) SP4 W/(6) (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 BW5 12" SPF IOd x 12' NAILS 10d x 12" NAILS 1760 pif MID -SPAN (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) O (3)2X8 SPF #2 BUILT UP STUD COLUMN 16d NAILS SP4 W/(6) SP4 W/(6) El plf w/(10)8d FRAME TO FRAME 535 600 BW6 12" SPF 1,; 760 If 1 ATTACH KING STUD TO HEADER w/(10) 10d x 12 NAILS 10d x 12" NAILS p 3rd H3.5x9.25 (2)1.75"x9.25" LVL . PT. O (3)2X4 SYP #2 BUILT UP STUD COLUMN 16d NAILS MT512 w/(14)10d x 12' NAILS (3) 12d (3) 12d NO MID -SPAN (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 16 BW7 " SYP TOENAILS TOENAILS UPLIFT O (2)2X6 SYP #2 BUILT UP STUD COLUMN H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) � s 16d NAILS ❑ MGT w/(22)10d - EPDXY ANCHOR WSIMP. SET -XP EPDXY SP4 W/(6) SP4 W/(6) 8 8 FRAME TO CMU 3330 3965 3 2x12 #2 SYP w/ 1" FLITCH ATTACH KING STUD TO HEADER w/(10) BW8 16" SYP �„ �„ 664 plf MID -SPAN O (2)2X8 SYP #2 BUILT UP STUD COLUMN MIN. 12" EMBEDMENT H3x12 O 2 10d x 1� NAILS 10d x 1g NAILS PLATE BETWEEN PLIES 16d NAILS HTT4 w/ 18 16d x 21" NAILS & �' EPDXY ANCHOR w/SIMP. ( ) 2 $ FRAME TO CMU 3640 4235 HEADER SUPPORT SCHEDULE SP4 W/(6) SP4 W/(6) SET EPDXY MIN. 7" EMBEDMENT BWg 16" SYP 664 plf 3rd. PT. O 4x4 SYP #2 POST 10d x 12" NAILS 10d x 12" NAILS HGT-2 w/(16)10d NAILS w/ (2) 4" EPDXY ANCHOR w/SIMP. SEE PLAN FOR WALL WIDTH 10 SET EPDXY MIN. 12" EMBEDMENT FRAME TO CMU 10980 8910 OPENING SIZE JACKS @ EA. END KINGS @ EA. END � (2) 12d (2) 12d NO O BW10 12" SYP MID -SPAN M 6x6 SYP.#2 POST TOENAILS TOENAILS UPLIFT 1'-0" TO 3'-11" 1 1 11 HTSM16 w/(8)1 Od NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1010 1175 „„ 2 BW11 12" SYP SP4 W/(6) SP4 W1(6) MID -SPAN � 8x8 SYP #2 POST 4'-0" TO 7'-11 2 10d x 1 NAILS 1 Od x 1 NAILS 885 plf 2 2 12 LSTA18 w/(14)1 Od NAILS HEADER TO STUDS 1110 1235 O 8'-0" TO 9'-11" 2 3 SP4 W/(6) SP4 W/(6) 885 plf 1 BW12 12" SYP �„ „ 3rd.. PT. 3-1/2"x3-1/2" LVL COLUMN. 1 Od x 1� NAILS 10d x 121NAILS 13 (2)LSTA18 w/(14)1Od NAILS HEADER TO STUDS 2220 2470 1014" TO 12'-0" 3 4 < Q� 3-1/2"x5-1/4" LVL COLUMN. SP4 W/(6) SP4 W/(6) 280 p If v STANDARD HEADER NOTES Bw13 16" SPF 1 O x 12' NAILS 1 O x 1 ' NAILS MID -SPAN 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833ptf 928p1f @ 3211 O.C. @ 32"o.c. O 3-1/2"x7"LVL COLUMN. 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN SP4 W/(6) SP4 W/(6) LSTA24 w/(18)1 Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT BW14 12 SPF 1„ 1„ 380 plf MID -SPAN 15 APPROVAL FROM E.O.R. 10d x 1 @ 24"2 NAILS 10d x 12 NAILS O3 -1/2"x9-1/2" LVL COLUMN. o.c. @ 24"o .c. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD3. STANDARD BEARING WALL W/STRAPS NOTES O 5-1/4„x5-1/4„ LVL COLUMN. 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE T SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. V 5-1/4"x7" LVL COLUMN. HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY. CONTACT E.O.R. 1F 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. ALWAYS NAIL STUDS TO 18 LTT20B w/(10) 1 Od NAILS & $" EPDXY ANCHOR WSIMP, SET COLUMN TO FTG.OR 1290 1300 MEMBERS BUCKET INTO HEADER TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS. EPDXY MIN. 7" EMBEDMENT CMU 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. @ 2x6 STUDS. USE O7"x7" LVL COLUMN. 22' NAILS w/$" EPDXY ANCHOR w/SIMP. PER HEADER SCHEDULE. SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4. HTT4 w/(18) 16d x 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 19 SET EPDXY MIN. 7" EMBEDMENT - AT LVL / PSL COLUMNS COLUMN TO FTG. 3640 4235 REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 3 1/2" X 11 7/8" LVL COLUMN USE 18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS WF08/SD3. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. MID OR 3 PT. BLOCKING TO BE 2x W/(2) 12d TOENAILS EACH END. ❑ (3)HTS20 w/(24)1 Od x 12" NAILS 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 1�� _ 2O FRAME TO FRAME 3735 4350 7. BASE PLATE TO BE ATTACHED TO FOOTING USING 11'J -BOLTS OR EPDXY (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. ANCHOR W/ WASHER@ 6" FROM EA. END OF BASE PLATE &WALL OPENINGS & O 5 1/4" X 9 1/2" LVL COLUMN 8. SEE DTL. WF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT AT 32" o.c. W/ 7" MIN. EMBEDMENT. USE SIMPSON SET -XP EPDXY W/ EPDXY 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 �+ ANCHORS. 8. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D. IF BRG. STANDARD COLUMN NOTES ROOF NOTES: WALL IS INDICATED W/BW1, BW4, BW7 OR BW10. THESE WALLS ARE ONLY 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 4095 SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. BE TONAILED/ENDNAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BE GT w/ (22) 10d NAILS TO GIRDER & (1) 5/8" A.T.R. THRU T THE ANCHOR BOLT 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ATTACHED W/HARD CASED GUN NAILS AND WILL NO REQ. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD ATTACHMENT INDICATED IN THE BEARING WALL NOTES23 BL. TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. FRAME TO FRAME 3300 3965 . ELEVATIONS FOR BEARING HEIGHTS. BE P.T. OR WOLMANIZE'D. NVERTED HUD5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. 9. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD1 U.N.O. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX.ON PLAN.. OR AS OTHERWISE NOTED. 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O.3. CONTRACTOR TO USE ABU BASE CONNECTORS @SPF/SYP r 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS SOLID POSTS. AT EXTERIOR CONDITIONS STANDARD CONNECTOR NOTES AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ 11.000 LIMNS WITHIN BEARING WALLS w/UPLIFT THAT DO NOT SHOW A BASE N PLAN. 4x4: ABU44 w/(12)16d NAILS & 8' EPDXY ANCHOR WMIN. SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2" GAP FROM TOP PLATE TO TRUSS 7 EMBEDMENT 16d NAILS & 12EPDXY ANCHOR w/MIN. / ABU66 6 w() BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) : CONNECTION: CONTRACTOR TO INSTALL SP4/ SP6/ SP8 AT EACH STUD 6x 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. HETA16/20, U.N.O. ON PLAN. �" TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6" FROM THE $ 12d TOENAILS. 7 EMBEDMENT COLUMN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. HETA16/20 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS CONTINUOUS FROM FLOOR TO CEILING: MIN, 7" EMBEDMENT 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR 8x8: ABU88 w/(18)16d NAILS & (2)' EPDXY ANCHORS w/ SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ FURTHER REVIEW. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING 13. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE 24"o.c. OR 32"o.c.) ADDITIONAL LOADS: ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. A) ALL CEILING HUNG SOFFITS AND SOFFITS SIDE AND CRIPPLE STUDS AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL AND BASE PLATE U.N.O. ON PLANS. MAX. AND (2) AT EACH CORNER. WITH CABINETS AS SHOWN ON PLANS. NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE. LEAVE A 1 1/2" GAP FROM 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS TRUSS TO TOP PLATE AND ATTACH USING SIMPSON DTC CLIP (SEE DETAILS FOR 2 -PLY U.N.O. ON PLAN OF ALL HARDWARE BEFORE INSTALLATION. WF20 & WF21/SD2). ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR STANDARD NAIL I L SCHEDULE 8, GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT (2)12d NAILS TO EACH FLOOR TRUSS. �7 /`1 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS Q IF UPLIFT EXCEEDS 5351bs USE (2) H2.5A CONNECTORS. & DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. ROOF EXT. WALL NAILING SHEATHING NOTES STANDARD NAIL GENERAL DIAMETER/ LENGTH 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY ROOFS:5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. TRUSSES ROOF SHEATHING TO BE 7/16" OSB WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) 8d .131' x 21' 2 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ( 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED HETA16/20 ABOVE THE GARAGE FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND STRAP LOCATION. IF DOUBLE HETA16/20 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN O O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR 10d .148" x 3" IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT.. TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE1„ CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP SPACED NO MORE THAN 24" O.C. 12d 14$„ x 34 FLOOR FRAMING NOTES DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE GABLE ENDS: PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. 16d 162" x 3 ' GENERAL NOTES SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. 8d RING SHANK .113" x 28' 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS EXTERIOR WALLS: 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. SEE WF10/SD4 FOR MORE INFO.C+ CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING NOTES 12, IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND NAILS: TO AVOID CONFLICT. BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, AS LONG AS IT MEETS OR EXCEEDS THE R G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION D D INDICATED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE DIAMETER AND LENGTH INDICATED. REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY FLOOR SHEATHING NOTES THE CONTRACTOR OR A/C SUPPLIER. TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. BUILDER NOTE. STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION BE IN ACCORDANCE WITH ASTM A 153. NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS APA SHEATHING NOTE: EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. FLOOR NAILING NOTES LAYOUT 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED ____STOP____ PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL WITH PANEL TOENAILS: SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. BEAM SCHEDULE TAG I BEAM SIZE I CONNECTIONS B2x8 (2)2x8 #2 SYP WITH 1/2" FLITCH PLATE TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC48 w/(14)16d &(6)-10d NAILS TO MASONRY: SIMP. HU48 OR HUC48 w/(6)10d NAILS & (14)4"x24" TAPCONS ON MASONRY: (1) SIMP. MSTAM24 W TO POST: SIMP. HTS20 OR LSTA18 u crd:2 i� TO BEAM: SIMP. HUC410 w/(18)16d & :c� ¢ e 2•' ga o (2)2x10 #2 SYP (10) 1 Od NAILS 82x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1 Od O PLATE NAILS & (18)4'x24" TAPCONS ON MASONRY: (1) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 1 Od NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1 Od O PLATE NAILS & (18)4'x24" TAPCONS r ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & 63.5x11. (10) 1 O NAILS 25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od NAILS & (18)4"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & 3.5x11.(10) 10d NAILS 875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od NAILS & (18)4"x24" TAPCONS ON MASONRY: (2) SIMP: MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS 63.5x16 (2) 1,75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1 Od NAILS & (18)4"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 25x16 (3) 1.75"x16" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 63.540 (2) 1.75"x20" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12 O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. (TYP, ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS NOTES & CONNECTOR LEGEND COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. CD �r��►���t���r���,� Li W ,yam„ z u crd:2 i� D M :c� ¢ e 2•' ga o V Q O 0 ®'�'®®�®®slOgll9el® C13 W O I- O 0 W O W O z r in o r. W o O Q zUJI W W 0JW a W = W -- a�za z W - O ~ U U) Z o LU J J Q LLJ z r Z, 0. C4 u� W 0 BLDG DESIGN: --- U) STRUCTURALENG: MCD W DRAFTING: Ix -DESIGN: -- ua JW -- 0 QC CHECK: MRB J a ZO Co JOB No. PSQ-0204921 `C O F- AS INDICATED 0 CL 04/06/18 fY LU M U S6 F- W P W CL U jLL o W U) z O L.LLU U o 0 .. of 0 PA g g o U U) Z C) a� z' m Z Z z LL O 0W z O C.) V Wvtiw Ca J rn 1=E ti U W 06J0U)' 8 LU ZdOJL-Lj Cr)5 H J U H o c W f=OirO<Wc ZoOzz LU h- E ~ Q<QI Z <a LLOW Z�0M W c, 0O z --- w �- V N O n. 0 O z r o r. W o zUJI W W 0JW W = W a�za z ~ U U) Z o LU LLJ Z, 0. C4 u� W 0 BLDG DESIGN: --- U) STRUCTURALENG: MCD W DRAFTING: Ix -DESIGN: -- U-STRUCT: JW -- 0 QC CHECK: MRB Co JOB No. PSQ-0204921 `C SCALE: AS INDICATED QDATE: 04/06/18 LU S6 F- H2X6 H2X6 H2X6 H2X6 4V_1 WALL LEGEND = 9'-4" T.O.M. = 11'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALL (OR LINTEL IF REFERENCED ON SHEET S4)VERIFY HEIGHT W1 ARCHITECTURAL PLANS U.N.O. z LU 0 EXTERIOR FRAME WALL cc SCHEDULE (PARK SQUARE) 0 �NL z 0 SPACING SPACING WALL HEIGHT STUD & SPECIES a INTERIOR ZONE END ZONE LU 81-011 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX to 91-011 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 91-411 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX z O 10141 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX 5 EXTERIOR FRAME WALL NOTES 0 _j U. 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED LU TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS 0 & NAILING PATTERN. z 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE 0 NAILS, IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF V5 SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR CL REVIEW OF EXTERIOR STUDS W Uj 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 0 _j 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. ULTIMATE WIND SPEED: 140 MPH EXPOSURE: B STANDARD 2ND FLOOR FRAMING NOTES: 1 ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW: OPENING SITTING ON MASONRY - WS06/SD5 (STRAPS/BASE CONNECTIONS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM - WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL WS09/SD5 U.N.O. 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WF10 AT ALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. ROOF FRAMING PLAN NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. e- 04 0 0 Ly > 2 Uj 0 _j W Uj UJI (1) - W W > W W Z CL �v� F- CY W < 0 W kwo "" 0 W a- d. c,,4 BLDG DESIGN: --- STRUCTURAL ENG: MCD DRAFTING: -DESIGN: --- -STRUCT: JW QC CHECK: MRB JOB No. PSQ-0204921 AS INDICATED ----------- DATE: 04/06/18 S7C 0 LijM co 00 UJ C; Z % Z. Cr) U 6 z . aZ U Lij z 0 z ZL CO Z 00 0 4( .W/o/till 0 ce) Cl)W Uj LU e- 04 0 0 Ly > 2 Uj 0 _j W Uj UJI (1) - W W > W W Z CL �v� F- CY W < 0 W kwo "" 0 W a- d. c,,4 BLDG DESIGN: --- STRUCTURAL ENG: MCD DRAFTING: -DESIGN: --- -STRUCT: JW QC CHECK: MRB JOB No. PSQ-0204921 AS INDICATED ----------- DATE: 04/06/18 S7C 0 U z 0 00 Z 0 ce) Cl)W Uj LU ry E 06 Ci (0 8 LL 2 z C� f LL Z`C j LL 10 in 0 L) P J�Q>-C) 8 O V :)U) OXW < Wr_ _1 0 U) 0 z<03:2W 0 0 0 1 z W z S zP0JR0 = < =) W'� X < Cr W U_ 0 � 0,0 W _r z M 0 LL 0 W 2 e- 04 0 0 Ly > 2 Uj 0 _j W Uj UJI (1) - W W > W W Z CL �v� F- CY W < 0 W kwo "" 0 W a- d. c,,4 BLDG DESIGN: --- STRUCTURAL ENG: MCD DRAFTING: -DESIGN: --- -STRUCT: JW QC CHECK: MRB JOB No. PSQ-0204921 AS INDICATED ----------- DATE: 04/06/18 S7C 0 PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL (1) #5 VERTICAL IN GROUT FILLED CELL (IF REQ'D PER PLAN) NOTE: SEE MD08 ON LINTEL PLAN VERTICAL REINFORCEMENT DETAIL 1/2"=1'-0" NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL SEE FRAMING PLAN FOR BEARING WALL LOCATION SEE BEARING WALL SCHEDULE FOR REQUIRE[ CONNECTIONS, STUD SPACING, AND BLOCKING REQUIREMENTS ALTERNATE CONNECTIONS I.L.O. J -BOLT: 1. MIN. (6) 1/2"x5" TITEN HD W/ 3-1/2" MIN. EMBED. 2. MIN. (6) 1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W/4-1/2" MIN. EMBED. W/ SIMPSON SET -XP EPDXY OR EQUIV. USE 2"x2" SQUARE WASHER _ _.........w.... ...._ ------ _....,._ 2x6xl2 P.T. SYP #2 CENTER BUCK ,� 1/2 J -BOLT W/ 5 1/2 EMBED. - -- 2x P.T. SYP #2 NAILER 1 1/2" T OF OPENING MIN. W/ (1) 114"x2-3/4" 4" MIN. FROM TAPCONS @ 24" O.C. & FACE OF CMU 4" FROM ENDS - - - ANCHOR NOT PERMITTED TO BE INSTALLED WITHIN 1-1/2" OF HEAD JOINT _.. - _ MIN. (6) 1/2" DIAMETER J -BOLTS USING 2"X2" SQ. WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR -- BUCK, EA. SIDE OF OPENING. FIRST ANCHOR (BOTTOM & TOP) 8" MAX. ABOVE GARAGE F.F. & 6" - BELOW TOP OF BUCK, SPACE REMAINING ANCHORS 0 @ 24" O.C. MAX NOTE: CONTRACTOR TO VERIFY UJI 00 BUCK TO CMU ATTACHMENT LOCATIONS PER GARAGE DOOR _.,Q Q..._.- w LL MFR.'S WRITTEN SPECIFICATIONS cnO p"- __.� j__ _.. CO 45 DEG. BEVEL CUT M 2x6 P.T. SYP #2 BUCK __<m a_ END, 1 1/2" ABOVE GARAGE F.F., EA. SIDE SECTION OF OPENING DO GARAGE BUCK DETAIL (MAX. 170C) BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD TYPICAL TIE BEAM W/ 3000 psi CONC. W/(1) #5 REBAR CONT. STD HOOK 2x PT STUD OR ALTERNATE 1x PT FURRING TO CMU W/ 2x FRAMING PER PLAN TYPICAL FILLED CELL W/ 3000 psi CONC. W/(1) #5 REBAR VERT. VERIFY W/ PLAN FOR REQ'D LOCATIONS CMU WALL AS REQ'D PER PLAN 4) EQ. SPACED z" TITEN HD ANCHORS W/ AIN. 1 4" EMBEDMENT FOR HOLLOW 3LOCK OR 3 1/2" EMBEDMENT FOR SOLID 3LOCK. MAX. 6" FROM TOP AND BOTTOM DR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" =ROM TOP AND BOTTOM AND 12" O.C. 3ETWEEN PT BASE PLATE BUCK FASTENER SCHEDULE — PRE-EING. ROOF PLAN FOR STUD SIZE & TAPCONS SPACING # ROWS E 3/16" x 2 1/4" 12" O.C. 1 6F 1 SECTION Cad DOUBLE 3/16" x 2 1/4" "3/16" IF REQ'D, PROVIDE WALL STUDS W/ (2)-16d NAILS ao00 x 2 1/4" 12" O.C. 2 CONNECTION NOTES MIN. 2x4 SPF #2 KNEE WALL 0 �a I (2) 2x #2 SYP SEE PLAN 2x4 3/16" x3 1/4" 12" O.C. 1 PLATE w/ (2) 16d NAILS 3/16" x 31 /4" ON BOTH SIDES FROM TOP J 2x8 3/16" x 3 1/4" 12" O.C. 2 OPENING SIZE AND NOTES: LOCATION PER PLAN 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF (TYP). WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE MASONRY WALL PER OF BUCK. PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO P.T. BUCKS PER STRUCTURE BY OTHERS IN THIS CASE. SCHEDULE 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. MAX. 2 PLIES OVER INITIAL P.T. BUCK. 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID GROUTED CMU. 6. WINDOW OR DOOR INSTALLATION BY OTHERS 10 2x BUCK DETAIL 1/2"=11-011 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 3/4"=1'-0" SEE ROOF SHEATHING, PLAN NAIL PER PLAN DOUBLE TOP PLATE SIMPSON SP4 OR SP2 @ EACH STUD PRE-ENGINEERED ROOFTRUSS-SEE / FRAMING PLAN FOR SPACING EXTERIOR SHEATHING SEE PLAN FOR NAIL PER PLAN CONNECTION 2x BRG WALL, SEE PLAN FOR STUD SIZE & SPACING. MIN (2) 2x UNDER GIRDER TRUSS U.N.O. P0D.X0163NIl[ F.PA& I• SIMPSON LSTA24 EACH STUD 2x BRG WALL, SEE — PRE-EING. ROOF PLAN FOR STUD SIZE & LAST STUD OF KNEE WALL SPACING. MIN (2) 2x SHEATHING JOINING UP TO MAIN HOUSE SEE PLAN FOR U.N.O. WALLS SHALL BE ATTACHED 6F 1 SECTION Cad DOUBLE (2) 2x TOP PLATE TO MIN. (2) 2x FULL HEIGHT --- IF REQ'D, PROVIDE WALL STUDS W/ (2)-16d NAILS ao00 STD. CONNECTOR @ 12" O.C. CLOSURE WALL w/ CONNECTION NOTES MIN. 2x4 SPF #2 KNEE WALL 0 �a I (2) 2x #2 SYP SEE PLAN WITH STUDS @ 16" O.C. W/ Z�v . - -M ` v®.®` A% : �', p =Q fOR BEAM SIZE STRUCTURAL SHEATHING PLATE w/ (2) 16d NAILS EXT. SHEATHING ATTACHED p _� ON BOTH SIDES FROM TOP J TO TRUSS. STUDS @ BUILDER FRAME OF WALL TO BOTTOM OF ~ RADIUS AS REQ'D BEAM. ATTACHED PER TOP OF KNEEWALL TO BOTTOM w NAILING SCHEDULE UP TO MAIN HOUSE OTHERWISE SP2 CLIPS OR SP2 CLIPS AT TOP AND SP1 CLIPS AT BASE ARE REQ'D. EACH STUD TO DOUBLE TOP WALLS SHALL BE PLATE AND SP1 CLIPS EACH PER NAILING PATTERN STUD TO BOTTOM PLATE ATTACHED TO MIN, fil=0'KNEEWALL AT DOWNSET BEAM 3/4"=1'-0" SEE ROOF SHEATHING, PLAN NAIL PER PLAN DOUBLE TOP PLATE SIMPSON SP4 OR SP2 @ EACH STUD PRE-ENGINEERED ROOFTRUSS-SEE / FRAMING PLAN FOR SPACING EXTERIOR SHEATHING SEE PLAN FOR NAIL PER PLAN CONNECTION 2x BRG WALL, SEE PLAN FOR STUD SIZE & SPACING. MIN (2) 2x UNDER GIRDER TRUSS U.N.O. P0D.X0163NIl[ F.PA& I• SIMPSON LSTA24 EACH STUD 2x BRG WALL, SEE — PRE-EING. ROOF PLAN FOR STUD SIZE & TRUSS PER PLAN SPACING. MIN (2) 2x SHEATHING UNDER GIRDER TRUSS SEE PLAN FOR U.N.O. CONNECTION 6F 1 SECTION Cad DOUBLE BEARING 3/4"=1'-0" SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK (2) 2x PLATE EDGE AS REQ'D LAST STUD OF KNEE WALL JOINING I `Y UP TO MAIN HOUSE WALLS SHALL BE (2) 2x #2 SYP SEE PLAN ATTACHED TO MIN. FOR BEAM SIZE (2) 2x FULL HEIGHT WALL STUDS W/ (2)-16d NAILS @ 12" O.C. MIN. 2x4 SPF #2 KNEE i WALL WITH STUDS @ 16" O.C. W/ STRUCTURAL SHEATHING ON BOTH SIDES FROM TOP OF BUILDER FRAME WALL TO BOTTOM OF RADIUS AS REQ'D BEAM. ATTACHED PER NAILING SCHEDULE JVFO KNEEWALL AT UPSET BEAM. (2) 2x BUILT-UP COL. 2x BLOCKING W/ — (2) 12d NAILS @ EACH END SIMPSON LSTA30 W/ (22) 10d NAILS (ALL CORNER CONDITIONS STRAP AROUND TALLER STUD) (2) 2x TOP PLATE 3/4"=1'-0" (2) 2x TOP PLATE SEE FLOOR PLAN FOR MORE BRG. WALL INFO ATTACH 2x TO BUILT-UP W/(2) ROWS OF 10d NAILS STAGGERED @ 8" O.C. _E::1 F1 STEP @ BEARING FRAME WALL K1L ffllY PRE-ENGINEERED ---- _ STRUCTURAL 1- TRUSSES PER PLAN@ M SHEATHING END 24" 0. C. MAX. C DOUBLE 2x TOP PLATE y TYP. TRUSS TO FRAME 2x PT BOTTOM --- IF REQ'D, PROVIDE CONNECTION PER STD ao00 STD. CONNECTOR PLATE CLOSURE WALL w/ CONNECTION NOTES NOTES 0 �a PRECAST LINTEL OR SINGLE TOP AND BASE Z�v . - -M ` v®.®` A% : �', p =Q Z V_ EDGE PLATE w/ (2) 16d NAILS EXT. SHEATHING ATTACHED p _� I J TO TRUSS. STUDS @ PER NAILING SCHEDULE FROM EACH STUD TO ~ 0. a _ 24" O.C. & EXT. TOP OF KNEEWALL TO BOTTOM w BOTTOM PLATE UP TO MAIN HOUSE SHEATHING INSTALLED OR SP2 CLIPS AT TOP AND SP1 CLIPS AT BASE ARE REQ'D. � WALLS SHALL BE FOR BEAM SIZE (ONLY PER NAILING PATTERN > > ATTACHED TO MIN, IF OPENING PROVIDED ' POST TO BEAM 2x BLOCKING I PER PLAN) < -- CRICKET AS REQUIRED MIN 2x4 STUDS @ 16" N ...- ( 2)-16d NAILS @ 12" W/ STUDS @ 16" O.C. z O/C O.C. W/ STRUCTURAL 5u) - o 4�2piLi oZo=zwzEz MAIN SPAN ROOF 2x P.T. PLATE O OR TITEN HD @ 32" TRUSS 1/2" x 8" A.B. OR TITEN HD @ 32" NUT SET IN ADHESIVE � W O.C. & 6" FROM EA. END, ° SEE FOUNDATION i i CENTER ON BASE (PLATE \4 INFO SIDE VIEW @ BASE OF POST (Z C D01 CORNER COLUMN FRAMING UPLIFT CONNECTOR (SEE SCHEDULE) TOP KNOCK OUT COURSE W/ (1) #5 9 MASONRY WALL PER CONT. PLAN F1 KNEEWALL ABOVE MASONRY WALL 111=11-011 DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSUL O.C. & 6" FROM EACH STRUCTURAL 1- M SHEATHING END ATTACHED PER C TYP. TRUSS TO FRAME y � 2x PT BOTTOM CONNECTION PER PT. POST (AS NOTED) W ao00 STD. CONNECTOR PLATE OTHERWISE SP2 CLIPS ? NOTES 0 �a PRECAST LINTEL OR FRAME OUT TO BLOCK Z�v . - -M ` v®.®` A% : �', p =Q Z V_ EDGE KNOCK OUT COURSE p _� ®�� y � �� • �nz J NAIL AS SHOWN (5) LAST STUD OF EACH STUD TO ~ 0. a _ KNEE WALL JOINING (2) 2x TOP PLATE w BOTTOM PLATE UP TO MAIN HOUSE (2) 2x #2 SYP SEE PLAN w � WALLS SHALL BE FOR BEAM SIZE (ONLY HTS20 CLIP FROM > > ATTACHED TO MIN, IF OPENING PROVIDED ' POST TO BEAM (2) 2x FULL HEIGHT I PER PLAN) < WALL STUDS W/ I 2x4 SPF #2 KNEE WALL N ...- ( 2)-16d NAILS @ 12" W/ STUDS @ 16" O.C. z J O.C. W/ STRUCTURAL 5u) - o 4�2piLi oZo=zwzEz 1/2" x 8" ANCHOR BOLT i SHEATHING FROM O OR TITEN HD @ 32" TOP OF WALL TO to O.C. & 6" FROM EACH BOTTOM OF WALL. 1- M END ATTACHED PER C �ru�lllffff w y � 2x PT BOTTOM .,.4+ NAILING SCHEDULE PT. POST (AS NOTED) W ao00 PLATE OTHERWISE SP2 CLIPS ? `�e®w®`®�` •••bj�7�,®®�r' ,� Fi®®® •.® ✓® Y 0 �a PRECAST LINTEL OR EACH STUD TO BEAM b.. ABOVE AND SP1 CLIPS Z�v . - -M ` v®.®` A% : �', p =Q Z V_ KNOCK OUT COURSE p _� ®�� y � �� • �nz C NAIL AS SHOWN (5) i EACH STUD TO �*—• 0. a _ 0.131 x 3 1/4" NAILS > MASONRY WALL BOTTOM PLATE m L}J c. p � F HTS20 CLIP FROM > > 61F07kKNEEWALL AT MASONRY WALL POST TO BEAM ��®��... ••� a,�. o < EXTERIOR BEAM AS O '��®l�flB111i0® �® �� m PT POST (AS NOTED) 3/4"=1"-0"' J ABU POST BASE C 5u) - o 4�2piLi oZo=zwzEz (AS NOTED) M O 5/8" THREADED ROD w/ c RE. ELEV FOR O.H. 3/4"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS ----- SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION TOP OF MASONRY SEE ARCH PLANS FOR OVERHANG INFO TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID U) W Q WINDOW PER > FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS �� .• EXT FINISH PER PLAN MAIN FLOOR ELEV 0'-0" CONC. SLAB - ` •� VERT REINF. BEYOND SEE FOUNDATION PLAN FOR MORE INFO �i MASONRY WALL PER PLAN SEE FOUNDATION DETAILS FOR FTG INFO S01 TYPICAL ONE STORY CMU WALL SECTION .TING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN u C BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN C STRAP IS NOT REQUIRED. � a C PT. POST (AS NOTED) C c C EXT. AS NOTED ° L U) LAP BEAM PLYS AND C NAIL AS SHOWN (5) i �*—• - 0.131 x 3 1/4" NAILS > W ` PER PLY F HTS20 CLIP FROM > > POST TO BEAM 1 < EXTERIOR BEAM AS NOTED PLAN VIEW @ TOP OF POST PT POST (AS NOTED) - J ABU POST BASE C 5u) - o 4�2piLi oZo=zwzEz (AS NOTED) O 5/8" THREADED ROD w/ c p. NUT SET IN ADHESIVE � W �w V :a a SEE FOUNDATION i i PLAN FOR ADDITIONAL C \4 INFO SIDE VIEW @ BASE OF POST (Z C D01 CORNER COLUMN FRAMING RE. ELEV FOR O.H. 3/4"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS ----- SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION TOP OF MASONRY SEE ARCH PLANS FOR OVERHANG INFO TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID U) W Q WINDOW PER > FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS �� .• EXT FINISH PER PLAN MAIN FLOOR ELEV 0'-0" CONC. SLAB - ` •� VERT REINF. BEYOND SEE FOUNDATION PLAN FOR MORE INFO �i MASONRY WALL PER PLAN SEE FOUNDATION DETAILS FOR FTG INFO S01 TYPICAL ONE STORY CMU WALL SECTION .TING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W C4 0 a _ to , W o a W� p ,J W u = W Wn W z a H Cl C Q W�M© � n a N ] J BLDG DESIGN: --- STRUCTURALENG: MCD DRAFTING: -DESIGN: -STRUCT: JW QC CHECK: MRB JOB No. PSQ-0204921 S SCALE: AS INDICATED J DATE: 04/06/18 SD1a U � a ° U) O� Q0 Z BIW i �*—• z > W 0 co (nw LLJ UJ E > > 06JOcorO' C7wZ10M I C 1 < zQ0-jLL_ (_v'i ~m iz c x v U - J W 5u) - o 4�2piLi oZo=zwzEz F— o<-1UIL W �w V �2o0 W ZLL a 0 O C (Z C4 0 a _ to , W o a W� p ,J W u = W Wn W z a H Cl C Q W�M© � n a N ] J BLDG DESIGN: --- STRUCTURALENG: MCD DRAFTING: -DESIGN: -STRUCT: JW QC CHECK: MRB JOB No. PSQ-0204921 S SCALE: AS INDICATED J DATE: 04/06/18 SD1a SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON H10A DIAGONAL TO BEAM BEAM CONNECTION SIMPSON DIAGONA PLATE FASTEN SIDE WALL SHEATHING PER PLAN. (5) 16d NAILS BRACE TO EXT. SHEATHING; I I I I I I BLOCKING ATTACH PER PLAN FRAME WALL CONNECTION CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO SIMPSON HGA10 @ 48" O.C. 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK NOTE: ALL GABLEADJ. BAYS @ EA. DIAG. AS SHOWN. FASTEN UP TO 4'-8" BRACING IS TO BE ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ SHEATHING NOT REQ'D SYP#2 OR BETTER 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS TO BE CONT. @ THE REQ'D) TRANSITION FROM STRONGBACK W/ (1) 2x4 BRACE 14'-0" < 1-1616-8" CLEARANCE BETWEENJ 1/2" J -BOLTS w/ WALL TO GABLE TRUSS INSIDE FACE OF CMU WASHERS (MIN. 6° EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ DOUBLE 2x TOP PLATE EACH END AND 32" FASTEN SIDE WALL SHEATHING PER PLAN. (5) 16d NAILS BRACE TO EXT. SHEATHING; I I I I I I BLOCKING ATTACH PER PLAN FRAME WALL CONNECTION CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO GABLE END @ FLAT CEILING CONNECTIONS 3/4"=1'-0" 2x4 SYP #2 BLOCKING @ 48" O.C. MAX. W/ (3) 12d TOE -NAILS @ EA. F SHEATHING PER END. REDUCE ATTACH PER SPACING TO 24" O.C. IL NG SCHEDULE @ WALLS CARRYING LOADS SUCH AS CABINETS OR HEAVY SHELVING SIMPSON DTC @ EACH 4 HORIZONTAL BLOCK LOCATION. ATTACH W/ (6) 8d NAILS (MAX. 4" VERTICAL GAP _ BETWEEN 12" LONG BLOCK & TRUSS BOTTOM CHORD/ TRUSS BLOCKING.) 2x BLOCKING x 12" LONG @ HORIZONTAL BLOCKING LOCATION FOR CLIP ATTACHMENT. ATTACH TO WALL SINGLE TOP PLATE W / MIN.. (4) 8d NAILS. SINGLE 2x TOP PLATE /6F21\NON-BEARING WALL (PARALLEL TRUSS) TRUSSES AT 24" 0.( TYP, NON -LOAD BEARING WALL PER SIMPSON DTC @ 48" PLAN. STUDS @ 24" O.C. ATTACH W/ (6) F O.C. MAX. STUD NAILS (MAX. 'r' SPACING TO BE VERTICAL GAP REDUCED DOWN TO BETWEEN 12" LONG 16" O.C. MAX. @ BLOCK & TRUSS LOCATIONS CARRYING BOTTOM CHORD/ LOADS SUCH AS TRUSS BLOCKING.) CABINETS OR HEAVY REDUCE DTC SPACII SHELVING. TO 24" O.C. FOR HOLD TOP OF WALLS CARRYING LOADS SUCH AS NON -LOAD BEARING CABINETS OR HEAV WALL DOWN 1-�' SHELVING BELOW BOTTOM OF TRUSS BOTTOM 2x BLOCKING x 12" CHORD. LONG @ TRUSS LOCATION FOR CLIF ATTACHMENT, @ 41 O.C. ATTACH TO WA SINGLE TOP PLATE MIN. (4) 8d NAILS. SINGLE 2x TOP PLA1 PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REQ'D 6' FROM EAVES GABLE BRACING CHART MAINTAIN 31/4" GABLE BRACING + UP TO 4'-8" BRACE TO PLATE TRUSS BOT, CHORD (1) 2x4 BRACE 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < 1-1616-8" CLEARANCE BETWEENJ 1/2" J -BOLTS w/ INSIDE FACE OF CMU WASHERS (MIN. 6° EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ AND CENTERLINE OF J EACH END AND 32" 24" O.C. FOR FALSE BM w -BOLT O.C. MAX. ATTACHMENT w/ (3) 10d z TOENAILS EA. END U) 2x8 P.T. PLATE, CANT. X io ¢ M 2x TOP PLATE TO _j U_ FOR CLG. NAILING = Y GABLE END W/ 16d SURFACE NAILS @ 6" O.C. PROVIDE 16d NAILS o FRAMING FOR FALSE GABLE END TRUSS TO BEAM, IF REQ'D w/ (3) LL PLATE @12" O.C. MAX. HGA10 @ 32 O.C. 10d NAILS @ EA. TRUSS BRACE TIE BEAM COURSE w/ 2x4 STUDS @ 24" O.C. CMU WALL OR LINTEL (1) #5 CONT. w/ SINGLE BASE & TOP FALSE BM PER PLAN BELOW PLATE w/ PLYWOOD IF REQ'D SHEATHING COVERING CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING' GABLE END @ FLAT CEILING CONNECTIONS 3/4"=1'-0" 2x4 SYP #2 BLOCKING @ 48" O.C. MAX. W/ (3) 12d TOE -NAILS @ EA. F SHEATHING PER END. REDUCE ATTACH PER SPACING TO 24" O.C. IL NG SCHEDULE @ WALLS CARRYING LOADS SUCH AS CABINETS OR HEAVY SHELVING SIMPSON DTC @ EACH 4 HORIZONTAL BLOCK LOCATION. ATTACH W/ (6) 8d NAILS (MAX. 4" VERTICAL GAP _ BETWEEN 12" LONG BLOCK & TRUSS BOTTOM CHORD/ TRUSS BLOCKING.) 2x BLOCKING x 12" LONG @ HORIZONTAL BLOCKING LOCATION FOR CLIP ATTACHMENT. ATTACH TO WALL SINGLE TOP PLATE W / MIN.. (4) 8d NAILS. SINGLE 2x TOP PLATE /6F21\NON-BEARING WALL (PARALLEL TRUSS) TRUSSES AT 24" 0.( TYP, NON -LOAD BEARING WALL PER SIMPSON DTC @ 48" PLAN. STUDS @ 24" O.C. ATTACH W/ (6) F O.C. MAX. STUD NAILS (MAX. 'r' SPACING TO BE VERTICAL GAP REDUCED DOWN TO BETWEEN 12" LONG 16" O.C. MAX. @ BLOCK & TRUSS LOCATIONS CARRYING BOTTOM CHORD/ LOADS SUCH AS TRUSS BLOCKING.) CABINETS OR HEAVY REDUCE DTC SPACII SHELVING. TO 24" O.C. FOR HOLD TOP OF WALLS CARRYING LOADS SUCH AS NON -LOAD BEARING CABINETS OR HEAV WALL DOWN 1-�' SHELVING BELOW BOTTOM OF TRUSS BOTTOM 2x BLOCKING x 12" CHORD. LONG @ TRUSS LOCATION FOR CLIF ATTACHMENT, @ 41 O.C. ATTACH TO WA SINGLE TOP PLATE MIN. (4) 8d NAILS. SINGLE 2x TOP PLA1 PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REQ'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H 6 7'-0" (1) 2x4 BRACE 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < 1-1616-8" STRONGBACK W/ (2) 2x4 BRACE WHERE O.H. IS > l'-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. TO RUN 1'-0" MAX PLYOOD CANT. O.H. BACK TO 1 ST COMMON TRUSS WITH SEE ELEV. FOR (3) 12d TOENAILS. CONNECT TO O.H. SIZE DROP GABLE WITH H2.5 CLIP. MAX 2'-0" O.H. SEE GABLE CONNECTION DETAIL FOR REQ'D CON NECTIONS 2x4 ATTACHED TO EA. GABLE 2x4 BRACE WITH (2) 10d NAILS 2x4 BRACE It-REQ'D (1) A23 FROM SEE CHART. STRONGBACK TO DIAGONAL 10d COMMON NAILS @ 6" O.C. GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING GABLE BRACING 3/4"=1'-0" TYP. NON -LOAD BEARING WALL PER PLAN. STUDS @ 24" O.C. MAX. STUD SPACING TO BE REDUCED DOWN TO 16" O.C. MAX. @ LOCATIONS CARRYING LOADS SUCH AS CABINETS OR HEAVY SHELVING. HOLD TOP OF NON -LOAD BEARING WALL DOWN 1-i" BELOW BOTTOM OF TRUSS BOTTOM CHORD. 2x6 10d COMMON NAILS @ 8" O.C. CONT. 2x4 ,i— 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY REQ'D w/ STRONGBACK, SEE CHART �`--- GABLE BRACING (+) SEE CHART z STRONGBACK IF REQ'D PER CHART A GABLE END SHEATHING FASTEN PER LEDGER @ LOW ROOF STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SYP CONT. W/ (2) 16d COMMON NAILS EA. STUD OR TRUSS MEMBER, TYP. (MAX. 24" O.C.). IF MASONRY, USE (2) 1/4" TAPCONS W/ MIN. 2" EMBED. @ 24" O.C. TRUSS OR ROOF SYSTEM WOOD/MASONRY WALL OR TRUSS, SEE PLAN -r v ... ., STUD U.N.O. SEE BEARING WOOD WALL SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET FOR MORE NOTE: REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QUANTITY OF KING STUDS SHOWN ON FRAMING. PLANS SHALL SUPERSEDE THE QUANTITY AS SHOWN ON STANDARD DETAILS (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER LSTA30 HEADER TO STUDS U.N.O. DOWNFRAME TO DOOR SIM TO WF01/SD3 2X STUDS TYP, ATTACH JAMB STUDS PER WF08/SD3 BASE PLATE TO BE. ATTACHED TO FTG USING 1/2" 0 J -BOLTS OR EPDXY ANCHOR @ 6" FROM EA. END OF BASE PLATE & WALL OPENINGS & 32" O.C. W/ 7" MIN EMBED. & 2" WASHER. AT SLAB STEP DOWNS, EMBED. MUST BE 7" BELOW STEP P.T BASE PLATE NOTE: JACK STUDS SHALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND DESIGNATION AND SHALL BE THE BEARING SUPPORT. MEMBERS FOR HEADERS. IF NO JACK STUD DESIGNATIONS ARE SHOWN, REFER TO THE HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS REQ'D. F0 TYPICAL HEADER DETAIL 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE *WHEN STUD LENGTH IS < 12" USE LSTA30 STRAPS AT EA. STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EA. SIDE W/ (11) 10d NAILS SP4 TOP OF CRIPPLE AT STRAP LOCATION (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER SEE HEADER SCHEDULEFOR HEADER CONNECTION INFORMATION LSTA30 HEADER TO STUDS U.N.O. FILLING AND BLKING AS REQ'D W/ (2) ROWS OF 12d @ 16" O.C. TO HEADER UNO 2X STUDS TYP. ATTACH JAMB STUDS PER WF08/SD3 BASE PLATE TO BE ATTACHED TO FTG USING 1/2" J -BOLTS OR EPDXY ANCHOR @ 6" FROM EA. END OF BASE PLATE & WALL OPENINGS & 32" O.C. W/ 7" MIN EMBED PER BRG WALL SCHEDULE. AT SLAB STEP DOWNS, EMBED. MUST BE 7" MIN. BELOW STEP P.T BASE PLATE SP4 @ BASE OF EA. STUD U.N.O. SEE BEARING WALL SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET FOR MORE INFO. I\ / 3/4"=1'-0" I \ / 1/2"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. Q z LU 0 LU o N z O 0 w ®�a�ilitltItill, 0 a. 00 U ®a• •a• W C7 ;®v1 J Z 0a_ ® Ue`� LU .0 � `�d C) ' 4 � � ®• as r-'1 ` � 0 ''�aa�aaa • CC �`' Q � °'� cy o p w x. F- O U O W V5 Q O � 0 CL W w - O J Q z W _w –' Z o O U 1— 0 11 Q [� M U W u, P W d � Q x LL 0 LU z O 07 U O ° CL A° M � D '8 �8 z z o Q am Q I- z H CO 0 W U)w z W U rr`. w O O o��� E rn � � ti UCO C'4 T7 0 U� WZpCID Z¢O_c000 W < N = 1.1. F-UH0>-0 c "'—I O o IZ- LLI W U) W F- ZoIzwz E U �-- z UO < W < X W Qa:u_0 W 00U) Ov W u_ o a © z LU p N CL0 z V 0 O W ; ; BLOCKS, ollI IMA BLOCKS, k NAILS @ EA. END. BLOCK ADJ. BAYS EA.DIAG. AS SHOW FASTEN ROOF SHEATHING TO BLOCKS w/8d NAIL @ 6" O.C. (5) 16d NAILS BRA( TO BLOCKING PROVIDE 2x4 BRA( TO EA. ADJ. DIAG. FASTEN TO DIAG.v 16d NAILS. NTHING PER PLAN RE O.H. IS > T -O", P END GABLE w/ -OOKERS @ 24" TO RUN BACK TO COMMON TRUSS 1 (3) 12d TOENAILS. NECT TO DROP _E WITH H2.5 CLIP. 2'-011 O.H. T. 2x4 '@ 24" O.C. LE END ATHING FASTEN PLAN CE AS REQ'D 'SON H 10 DIAG. LOCKING GABLE BRACING @ 4811 PROVIDE 2x BLOCKING O.C. MAX. 45° FROM FOR NAILING HORIZONTAL (+/- 100) BRACE NOT REQUIRED 6' FROM EAVES. TRUSS PER PLAN L SEE PLAN FOR t SUPPORT AND TIE DOWN OF JACK PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 SEE GABLE BAYS WALL PER PLAN CONNECTION DETAIL (FRAME WALL SHOWN; FOR REQ'D MAY ALSO BE CONNECTIONS MASONRY) ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** 6E_ O_NGABLE END @ FLAT CEILING W/ BOSTON HIP j3/4"=11-011 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2X8 RIDGE BOARD W/ A35 ON ONE SIDE OF RAFTER. ATTACH A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) FASTEN SYP OR SPF 2X6 (MIN. WIDTH) PLATE THRU O.S.B SHEATHING (THICKNESS PER PLAN) TO PRE -ENG TRUSS BELOW W/ 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 PLATE TO TOP CHORD OF EACH TRUSS BELOW 2x6's @ 24" O.C. MAX. FIELD FRAMED VALLEY DETAIL 2x SCAB w/ 1 Od N @ 4" O.C. PER -ENG TRUSSI t7 I o wY 2X8 RIDGE BOARD FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. RAFTER TO PLATE CONN. 1/2"=11-0to BUILDER NOTE: SOFFIT FRAMING NOT REQUIRED WITH ALUMINUM 0 OR VINYL SOFFITS '0 ROOF SHEATHING', 4,1,0 0 0 'SS FASTEN PER PLAN 0 oy Fa 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4)10d x3" NAILS AT JOINT ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT PER PLAN 2x SCAB w/ 10d NAILS I" j TRUSS CONNECTION X @ 4" O.C. PER -ENG TRUSSES 2x FASCIA PER PLAN 2x FASCIA PER PLAN (2) 8d TOE NAILS TO CMU WALL PER PLAN TRUSS CONNECTION (2) 8d TOE NAILS LEDGER 01 \ PER PLAN TO LEDGER .. A 2x4 PT LEDGER W/ 2x4 LEDGER W/ (2) 16d L 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER NAILS @ 16" O.C. # .1 O.C. PLAN jVI-L SEE ELEV. FOR SEE ELEV. FOR O.H. SIZE O.H. SIZE CONDITION 0 CMU WALL CONDITION 0 FRAME WALL Nz.w vz;or TYPICAL SCAB OVERHANG PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER DETAIL MD04/SDI NOTE: CUT BACK 2x8 LINTEL (SEE PLAN) P.T. @ TOP TO ALLOW CONT. 2X4 BLOCKING 7/16" O.S.B. EA. SIDI AROUND CURVE. MIN. 2 TAPCON ANCHORS PER 2x8 . 90�, ARCH WINDOW FRAMING DETAILS 3/4"=1'-0" 2x BLK'G. TO O.S.B. ,9kARCH PER ELEV (2) - 8d EACH END IT 7, END VIEW w/ CMU ., HEADER (SEE PLAI` 7/16" O.S.B. EA, SIDI ,gkARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN 1/4" " 1" EDGE 1 1/2" EDGE 10d x 3COMMON 2 1/2" In z z W LU 1 1/2" z Uj C14 C14 04 1 Od x 3" COMMC 10d x 3" COMMON OPP. SIDE z 0 i i a i i z 0 1 00 100 — 1 Od x 3" COMM( OPP. SIDE (2) 2x4's (2) 24's (2) 2x8's (2) 2x COLUMN fiFA_ TYPICAL BUILT-UP STUD COLUMN DETAIL 2 1/2" EDGE 1-1/2"=V-0" fiF0'1 DORMER FRAMING DETAIL z 10L O2x STUDS @ 16" O.C. FOR KNEE WALL Oz 00 EDGE DISTANCE PER DETAIL INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN F_F_ TYPICAL MC^L F1F_P%LJF_r', "RAMING DETAILS FOR kDDITONAL NFORMATION HEADER CAN BE TITHER UPSET OR )OWNSET) Ix W/ (2) 16d TOE NAILS TACH END 3) 16d COMMON JAILS (TYP.) !x4 SPF CONT. 3LOCKING ATTACH TO '/16" OSB W/ (2) 8d JAILS '/16" OSB EACH SIDE, NI 6d NAILS @ 16" O.C. FO SIDE & TOP NAILER !x BUCKS, 10d x 3" 10d x 3" OPP. SIDE kNCE PER 3/4"=11-011 1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. z LLJ W o N z 0 W 0) LLJift* CL .4, 00 0/, oe-. LU Go < R z a 41 C) Z ul 0 0 U_ U_ Uj U. 0 0 z 0 O CL W W X 0F_ _j _j W CL_j z 2 0 0 (.5 Z is < C6 W L.0 W LL 0 W 0) z 0 Fn > U 0 W a. _.. F- 0 U) U DN 8 z CO U_ I-- 0 U) LU — z 0 L L 1 1z W 0 C) 0— t= E J M :) 06 _j . 0 - (0 8 0 Z C'4'7 6 0 W 0 co W0 _j _j LL 0�1 F- r - F_ __10�0>-o 0 0 WT8 M W WW R 0 < --r_ _j z < 0 �: 2 w01 LU Z o o I z w E zl'-Wyo < =) W,� :r z W< CL LL W OL 0 0W z LL Cf) L) 0 0 0 'r < z a 0 CL 0 0 z _j 0 > z W > W 0 _j Uj W 3: W U) lad 0 F- W Liu >zW IX z CL ai _tib 0 (1) :DG 0 W !) IVO F- 0 00 z L z U 0 CL (L C4 W BLDG DESIGN: --- STRUCTURALENG: MCD _W DRAFTING'_ -DESIGN: --- F- -STRUCT: JW QC CHECK: IVIRB (D JOB No. PSQ-0204921 _j - :5 SCALE: AS INDICATED I-_ z w DATE: 04/06/18 0 U) U.1 F- SD3 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT OLSTA18 ROOF SHEATHING FOR STRAP CO CONT. ROOF SHEATHING NAIL PER PLAN PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END TO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS BELOW AND CONNECT w/ HTS20 @ 32" O.C. OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O2x PLATES OVER ROOF DECK PER VALLEY FRAMING DETAIL ODOUBLE TOP PLATE OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR RAFTER TRUSS PER PLAN OR CONY. FRAMING w/ JOCOMMON STRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHITECTURAL PLANS ROOF TRUSSES PER PLAN OR CURVED OCURVED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 1/211=11-011 TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. F_F_ TYPICAL MC^L F1F_P%LJF_r', "RAMING DETAILS FOR kDDITONAL NFORMATION HEADER CAN BE TITHER UPSET OR )OWNSET) Ix W/ (2) 16d TOE NAILS TACH END 3) 16d COMMON JAILS (TYP.) !x4 SPF CONT. 3LOCKING ATTACH TO '/16" OSB W/ (2) 8d JAILS '/16" OSB EACH SIDE, NI 6d NAILS @ 16" O.C. FO SIDE & TOP NAILER !x BUCKS, 10d x 3" 10d x 3" OPP. SIDE kNCE PER 3/4"=11-011 1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. z LLJ W o N z 0 W 0) LLJift* CL .4, 00 0/, oe-. LU Go < R z a 41 C) Z ul 0 0 U_ U_ Uj U. 0 0 z 0 O CL W W X 0F_ _j _j W CL_j z 2 0 0 (.5 Z is < C6 W L.0 W LL 0 W 0) z 0 Fn > U 0 W a. _.. F- 0 U) U DN 8 z CO U_ I-- 0 U) LU — z 0 L L 1 1z W 0 C) 0— t= E J M :) 06 _j . 0 - (0 8 0 Z C'4'7 6 0 W 0 co W0 _j _j LL 0�1 F- r - F_ __10�0>-o 0 0 WT8 M W WW R 0 < --r_ _j z < 0 �: 2 w01 LU Z o o I z w E zl'-Wyo < =) W,� :r z W< CL LL W OL 0 0W z LL Cf) L) 0 0 0 'r < z a 0 CL 0 0 z _j 0 > z W > W 0 _j Uj W 3: W U) lad 0 F- W Liu >zW IX z CL ai _tib 0 (1) :DG 0 W !) IVO F- 0 00 z L z U 0 CL (L C4 W BLDG DESIGN: --- STRUCTURALENG: MCD _W DRAFTING'_ -DESIGN: --- F- -STRUCT: JW QC CHECK: IVIRB (D JOB No. PSQ-0204921 _j - :5 SCALE: AS INDICATED I-_ z w DATE: 04/06/18 0 U) U.1 F- SD3 TRUSS PER PLAN MASONRY WALL 01 LINTEL SEE PLAN STD CONDITION @ CMU 2x4 #2 SYP P.T. BLOCKING @ 24" O.C. W/ (2) 12d END NAILS @ EACH END TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON META16 @ 24" O.C. •L. - DTC CLIP, (2) 8d NAILS LAY 2x4 BLOCKING @ INTO BLOCKING, (2) % " 24" O.C. OVER THE 3/16" x 2 3/4" TAPCONS LINTEL PER PLAN TOP OF THE BOTTOM IN CMU. OR SIMPSON CHORD. ATTACH W/ (2) META16 'o 10d NAILS @EACH TRUSS @ 24" O.C. BEARING CONDITION @ CMU WALL SIMPSON DTC, (2) 8d 2x4 BLOCKING (2) 12d NAILS INTO BLOCKING, NAILS, TOENAILED @ TRUSS PER PLAN (4) 8d NAILS TO TOP EACH END.AT 24" O.C. WITHIN 48" OF SPLICE PLATE BE AT LEAST 8'-0" MORE THAN 50% OF TRUSS PER PLAN TRUSS PER PLAN LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE (2) 16d TOE NAILS U z INSTALL SIMPSON I Ti —ll — Tr — I lFIEL 2x4 SYP #2 BLOCKING, BRACE TO LEDGER NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d O.C. MAX.; • NAILS TYP. TOP & BOT. @ 24" O.C. W/ (2) 12d 2x4 LEDGER W/ (2) 1 O 5 I I I I I Z-1 ATTACH 2x4 STUDS TO - -j F� END NAILS @ EACH NAILS @ EACH WEB TOP PLATE W/ (3) 12d --'� WITHIN 48" OF SPLICE END, WHEN CLOSURE WALL THEN (2) ROWS 10d ALL LOCATION II_ _ Jl _ — I I 4 I I NAILS @ 8" O.C. R U z ( ® WALL SHEATHING PER IS 3FT OR TALLER - 2x OTHERWISE z O i • III AGAINST 2x8 STUDS PLAN SYP#2 BOTTOM BLOCKING REQ'D @ ¢8 a w I I( I I I I ( DETAIL. MAX 1/8" tiljN (WF08/SD3) 2x WALL, SEE PLAN 24" O.C. MIN (2) TRUSS SPACE BETWEEN w HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP & (I I III I 4 I I BAYS W/ (3) 12d BOTTOM III II II II II STD CONDITION @ FRAME WALL TOENAILS EACH END. ATTACH 2x4 LEDGER III W/ (3) 12d NAILS @ 0 W EACH STUD TYP. IIIIIIIIIIII (4)1 Od NAILS @ EA. w O EXTERIOR SHEATHING BLOCKING TO MASONRY WALL OR BED, JOPENING PLATE LINTEL SEE PLAN TRUSS PER PLAN TRUSS PER PLAN 211� VAULTED CONDITION @ CMU (2)1 Od NAILS TO PROVIDE PIECE OF BOTTOM CHORD I INFO - — @EACH END OF j T I—z�_j O � BLOCKING EXTERIOR WALL III I I I I III I I I I I I 2x4 SYP #2 FLAT 05 (2)1 Od NAILS TO BLOCKING, @ 24" O.C. BOTTOM CHORD W/ (2) 12d END NAILS @EACH END OF @ EACH END. BLOCKING WALL SHEATHING PER PLAN 2x WALL, SEE PLAN ALTERNATE BLOCKING @ FRAME CONDITION NON-BEARING WALL CLIP DETAIL 3/4"=1'-0" SEE TRUSS PLAN FOR MORE INFO & CONNECTION 2x12 BOX HDR w/ 2x8's TOP & BOT., 2x8 TO 2x12 w/ 1 Od X 3" NAILS @ 6" O.C. 2x12 AT WALL TO PRECAST LINTEL w/ (2)ROWS OF 1/4" x 4" TAPCONS @ 16" O.C. MAX. i STAGGERED i TRANSOM BETWEEN LINTELS LINTEL PER PLAN i SLOPE AS REQ'D 2x6 #2 SYP P.T. CONT. w/ (2) 1/4" x 3 1/2" • TAPCONS @ 12" O.C. SPACED EVENLY VERTICALLY 2x8 w/ (2) 1 Od NAILS @ POCKET SGD 3" O.C. TO EA. 2x6 ATTACHMENT BY VERTICAL BUILDER 'S01 HEADER @ POCKET SLIDER W/ TRANSOM SEE TRUSS PL MORE INFO & CONNECTION 2x4 #2 SYP P.T TRUSS w/ (4) 1; INTO TRUSS & TOENAILS INT( TRUSS LINTEL PER PL ROOF SHEATHING PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (4) 8d NAILS INTO TOP PLATE DOUBLE TOP PLATE EXTERIOR SHEATHING. ATTACH PER PLAN FROM TOP OF WALL TO BOTTOM 2x8 #2 SPF STUDS AT 16" O.C. 2x8 #2 SYP PT. BASE PLATE W/ 1/2" x 8" ANCHOR BOLT OR TITEN HD @ 32" O.C. & 6" FROM EACH END 2x4 #2 SPF BLOCKING @ 24" O.C. w/ (2) 16d END NAILS EACH END 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 1 O NAILS @ EACH VERTICAL TRANSOM BETWEEN LINTELS SLOPE AS REQ'D 2x6 #2 SYP P.T. CONT. w/ (2) 1/4" x 3 1/2" TAPCONS @ 12" O.C. SPACED EVENLY VERTICALLY 2x6 2x8 w/ (2) 1 O NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER 'SO2 HEADER @ POCKET SLIDER W/ TRANSOM TOP SPLICE @ DOUBLE 2X4 TOP PLATE ATTACH 2x8 STUDS TO — TOP PLATE W/ (4) 12d ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL TOP PLATE W/ (3) 12d AT ALL LOCATION TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD W TYPICAL TOP PLATE SPLICE @ BRG. WALL 3/4"=1'-0" DOUBLE 2x4 TOP NAIL FIELD INSTALLED PLATE TOP PLATE TO FRAME PROVIDE 2x4 ON TOP WALL OR PRE - OF 2x8 TO PAD OUT ASSEMBLED WALL TOP PLATE. ATTACH PANEL W/ (2) 10d NAILS W/ (2) 1 Od NAILS 3" O.C. @ 8" O.C. (FOLLOW (SOLID BLOCK W/ 24) NAILING REQUIREMENTS THIS DETAIL FOR ALL TOP PLATE SPLICE LOCATIONS) sr8„MSN TOP SPLICE DOUBLE 2x8 TOP PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) NOTE: — PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. — 2x DBL TOP PLATE PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS (2) 1/4" X 4%" SIMPS.7 LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE O.C. MAX.; U z INSTALL SIMPSON I Ti —ll — Tr — I lFIEL PSPN516Z W/ (12) 16d NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d O.C. MAX.; • NAILS TYP. TOP & BOT. wNAILS a= @ 3" O.C. 5 I I I I I Z-1 ATTACH 2x4 STUDS TO - -j F� NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS -- (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d --'� WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT HL THEN (2) ROWS 10d ALL LOCATION II_ _ Jl _ — I I 4 I I NAILS @ 8" O.C. R U z ( ® NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. III OTHERWISE 2x4 WALL BEYOND O i • III AGAINST 2x8 STUDS SPLICE, SEE SPLICE O ¢8 ATTACHED PER I I( I I I I ( DETAIL. MAX 1/8" tiljN (WF08/SD3) TOP SPLICE @ DOUBLE 2X4 TOP PLATE ATTACH 2x8 STUDS TO — TOP PLATE W/ (4) 12d ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL TOP PLATE W/ (3) 12d AT ALL LOCATION TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD W TYPICAL TOP PLATE SPLICE @ BRG. WALL 3/4"=1'-0" DOUBLE 2x4 TOP NAIL FIELD INSTALLED PLATE TOP PLATE TO FRAME PROVIDE 2x4 ON TOP WALL OR PRE - OF 2x8 TO PAD OUT ASSEMBLED WALL TOP PLATE. ATTACH PANEL W/ (2) 10d NAILS W/ (2) 1 Od NAILS 3" O.C. @ 8" O.C. (FOLLOW (SOLID BLOCK W/ 24) NAILING REQUIREMENTS THIS DETAIL FOR ALL TOP PLATE SPLICE LOCATIONS) sr8„MSN TOP SPLICE DOUBLE 2x8 TOP PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) 2x4 #2 SPF BLOCKING @ 24" O.C. w/ (2) 16d END NAILS EACH END SEE WALL CLIP DETAIL FOR MORE INFO LINTEL PER VIL POCKET SGD ATTACHMENT BY BUILDER S03 HEADER @ POCKET SLIDER 2x8 #2 SPF VERTICAL @ 2.4" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 1 O NAILS @ EACH VERTICAL SEE TRUSS PLAN FOR MORE INFO & CONNECTION I -- LINTEL PER PL POCKET SGD ATTACHMENT BY BUILDER SO4 HEADER @ POCKET SLIDER III I OVERLAP TOP PLATE �J AT CORNER NAIL BOTTOM PLATE TO EACH PLY OF BUILT UP COLUMN BELOW W/ (2) 10d NAILS TOP PLATE CORNER TRANSITION 14 °_ 0-7 -° D= NAIL SPACING - —° M PER NOTE #2 N DSHEATHING PER PLAN WALL DOUBLE TOPTr D/2 PLATE PER PLAN DOUBLE NAIL EDGE SPACING SHEATHING PER PLAN 3/8" S= NAIL SPACING S S PER NOTE #1 SINGLE NAIL EDGE SPACING 2x8 TO UNDERSIDE OF ROOF SHEATHING 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER (TOP AND BOTTOM CHORDS ALONG W/ WEBBING) 2x8 w/ (2) 1 Od NAILS @ EACH VERTICAL NOTE: MIN. 15/32" OR 7/16" STRUCTURAL 1 SHEATHING. SHEATHING TO BE EXPOSURE 1 RATED AND CAN BE INSTALLED EITHER VERTICALLY OR HORIZONTALLY 1/8" MAX GAP REQUIRED BETWEEN EXTERIOR SHEATHING AND MASONRY/CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF PLYWOOD TO BE MAINTAINED NOTE: CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED & REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4'/" SIMPS. SDS SCREWS @ 16" O.C. MAX.; EXTERIOR WALL/TRUSS TO GABLE END STUDS w/ (2) 1/4" X 3%" SIMPS, SDS SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 12 PT SYP #2 LEDGER w/ (2) 1 /4"x23 " MIN. 15/32” EXP 1 OR 7/16 STRUCTURAL 0 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & 2x DBL TOP PLATE 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT BEYOND712 TO STUDS OR BEAM w/ OR HORIZONTALLY (2) 1/4" X 4%" SIMPS.7 TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @ SDS SCREWS @ 16" O.C. MAX.; U z 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. I Ti —ll — Tr — I lFIEL C� _ NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x4 PT wNAILS a= @ 3" O.C. 5 I I I I I Z-1 VERIFYpF�REQU RED -j F� NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS SIMPSON H3 CLIP I II I W 6 DO"I TYPICAL SHED ROOF DETAIL HL a = O � @ 3 O.C. IN HORIZONTAL CONDITIONS II_ _ Jl _ — I I 4 I I R U z ( ® NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. III III WALL SHEATHING O i U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS III III I I I I I I SPLICE, SEE SPLICE O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO III I I( I I I I ( DETAIL. MAX 1/8" � OPENING SPACE BETWEEN w W HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP & (I I III I 4 I I PANELS BOTTOM III II II II II N III II IIIIII II II II I 0 W TYP. IIIIIIIIIIII w O EXTERIOR SHEATHING AROUND BED, JOPENING Ln SEE PLAN FOR MORE � U- PROVIDE PIECE OF I INFO (0 z O SHEATHING BETWEEN j T I—z�_j O � o EXTERIOR WALL III I I I I III I I I I I I 05 SHEATHING & BLOCKING. ILL JJ 1L ` I I_ _ 2:0 0 SHEATHING TO HAVE _ _ SAME THICKNESS & " O � 0 STRENGTH ORIENTATION CL FLOOR SYSTEM FLL W "' AS EXTERIOR WALL — — — — SHEATHING CUT TO FIT 2x BOTTOM PLATE STUD PER PLAN JOINT, MAX. 1/8" GAP OPENING SIZE 1 BEYOND SEE PLAN ,001 SHEATHING DIAGRAM --- 2x6 BLOCKING PLACED (2) ROWS OF 8d NAILS FLATWISE W/ (2) 16d @ 3" O.C. TOP & BOT. AR EXTERIOR SHEATHING SCHEDULE NAILS EACH END of SHEATHING SPLICE SCALE: 3/4"=1'0" GYPSUM WALLBOARD SHEATHING SPLICE DETAIL 2x4 #2 SPF BLOCKING @ 24" O.C. w/ (2) 16d END NAILS EACH END SEE WALL CLIP DETAIL FOR MORE INFO LINTEL PER VIL POCKET SGD ATTACHMENT BY BUILDER S03 HEADER @ POCKET SLIDER 2x8 #2 SPF VERTICAL @ 2.4" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 1 O NAILS @ EACH VERTICAL SEE TRUSS PLAN FOR MORE INFO & CONNECTION I -- LINTEL PER PL POCKET SGD ATTACHMENT BY BUILDER SO4 HEADER @ POCKET SLIDER III I OVERLAP TOP PLATE �J AT CORNER NAIL BOTTOM PLATE TO EACH PLY OF BUILT UP COLUMN BELOW W/ (2) 10d NAILS TOP PLATE CORNER TRANSITION 14 °_ 0-7 -° D= NAIL SPACING - —° M PER NOTE #2 N DSHEATHING PER PLAN WALL DOUBLE TOPTr D/2 PLATE PER PLAN DOUBLE NAIL EDGE SPACING SHEATHING PER PLAN 3/8" S= NAIL SPACING S S PER NOTE #1 SINGLE NAIL EDGE SPACING 2x8 TO UNDERSIDE OF ROOF SHEATHING 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER (TOP AND BOTTOM CHORDS ALONG W/ WEBBING) 2x8 w/ (2) 1 Od NAILS @ EACH VERTICAL NOTE: MIN. 15/32" OR 7/16" STRUCTURAL 1 SHEATHING. SHEATHING TO BE EXPOSURE 1 RATED AND CAN BE INSTALLED EITHER VERTICALLY OR HORIZONTALLY 1/8" MAX GAP REQUIRED BETWEEN EXTERIOR SHEATHING AND MASONRY/CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF PLYWOOD TO BE MAINTAINED NOTE: CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED & REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4'/" SIMPS. SDS SCREWS @ 16" O.C. MAX.; EXTERIOR WALL/TRUSS TO GABLE END STUDS w/ (2) 1/4" X 3%" SIMPS, SDS SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 12 PT SYP #2 LEDGER w/ 1/2"=11-011 \ / 1/2"=11-011 % 1/2"=11-011 1/2"=11-011 \ / 1/2"=V-1 —COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. cl`o� w (2) 1 /4"x23 " 4 (MIN.) TAPCONS AT 12" O.C. SIMPSON H3 CLIP 00 SHEATHING. PER PLAN 2x4 SYP #2 LEDGER. (4) 10d NAILS FOR TO STUDS OR BEAM w/ CONN. FRAMED (2) 1/4" X 4%" SIMPS.7 MEMBERS ONLY SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS w/ (2) 1/4" X 3%" SIMPS. T-0" MAX L SDS SCREWS @ 16" FASCIA PER O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY DO"I TYPICAL SHED ROOF DETAIL 1/2"=11-011 \ / 1/2"=11-011 % 1/2"=11-011 1/2"=11-011 \ / 1/2"=V-1 —COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. cl`o� w �®11t111111//Od® U -i c� 00 [, z ! O � V er 0 Rag C 4�4� i - �� Jm ILL ®ao U- 0 0 W Ln I— O � a CL W W --- z O J J d T W J Z o O U F— a CL M U W (1) P W d a U LL O W w z O U b 0 w I- 0 F- U) j— o cdn � Z UL 0 W Cw LIJU �� OQ C) P E ��oU)�0 8 Z - N r W ZQ0 U-1 W mw� �' I- J~ O O> -o 0 I= W W =U)2pd B --I zdp�:Mw w HZ o o=zwz E ZPWRO o I— W Q�w( R W F— OUn W_ o r Ud O z --- p �..� LU r 0 iV O z VLi J o Uj c °z 2WW 3: p J W u w = W U LLJ o W Z CL U) = V = I— CY W Q LU G O F— a O Ce 00 Z LU 0- 0. !V w BLDG DESIGN: --- STRUCTURAL ENG: MCD w DRAFTING: -DESIGN: --- USTRUCT JW QC CHECK: MRB CO JOB No PSQ-0204921 _._.___._...._...._....-._........ ... ----- - -- - — SCALE: AS INDICATED W DATE: 04/06/18 w cn z SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN►% -moi' SEE ARCHITECTURAL J PLAN FOR OVERHANG INFO WINDOW AS SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING U.N.O. INSULATION PER PLAN SEE DETAILS WS10, WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING SEE PLAN BOND BEAM a, LINTEL AS PER PLAN ♦ . A WD. HD. HT. SEE PLAN PRECAST SILL OR SILL PER WINDOW MANUFACTURER WRITTEN SPECIFICATIONS _r 777 - EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY WALL PER a PLAN �� ,• FIN. FLR. 0'-0" — d�. GRADE DBL. TOP PLATE HDR. PER PLAN MIN 2x4 SPF #2 STUDS @ 16" O.C. SEE PLAN FOR MORE INFO. INT. FINISH PER PLAN 2x BOTTOM PLATE W/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALL BE 1/2" GYP BOARD OR 15/32" OR 7/16" OSB. ATTACH TO FLOOR TRUSS W/ 8d NAILS AT 16" O.C. TOP AND BOTTOM CHORDS PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. TYPICAL TRUSS TO FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES REFER TO PLAN FOR BUILT-UP COLUMN INFO. PRE -ENG. FLOOR SYSTEM - IF NO FLOOR SYSTEM INSTALL KNEEWALL & PROVIDE SOLID BLOCKING UNDER COLUMN ABOVE BAND JOIST & BLKG OR LVL GIRDER MTSC40 POST ABV. TO POST BELOW U.N.O. PROVIDE SOLID BLOCKING WITHIN FLR. SYSTEM TO MATCH COL. DIMENSION REFER TO PLAN FOR BUILT-UP COLUMN INFO. BEARING WALL PER PLAN BEYOND COLUMNS MID -HEIGHT BLOCKING PER BEARING WALL SCHEDULE COLUMN BASE CONNECTION PER PLAN REFER TO FOUNDATION PLAN FOR FTG. INFORMATION TYPICAL TWO STORY COL. @ GIRDER 3/4"=1'-0" NOTE: WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND ALONG EACH SIDE W/ (2) A34 CLIPS OF OPENING TO TRANSFER LATERAL LOADS SOLID SHEATHING @ HEADER SIMPSON SP4 W/ (6) SIMPSON LSTA24 F��� SyFF (USE SP6 @ 2x6 SOTUDS STRAP W/ (22) 10d T & SP8 @ 2x8 STUDS) NAILS. BEND STRAP TE MAX CONC. SLAB - OVER TOP PLA SOLID SHEATHING @ W/(18) 16d x 22" NAILS (2) 2x SPF TOP PLATE SEE FOUNDATION 3", THEN RUN DOWN SIMPSON SP4 W/ (6) S U.N.O. ON PLAN PLAN FOR MORE INFO FACE OF JAMB STUDS/ USE 2x6 STUDS T ( SP6 @ EMBEDMENT INTO TIE & SP8 @ 2x8 STUDS) HEADER SHEATHING REQ'D EPDXY HEADER - SEE 2ND 3", THEN RUN DOWN PLAN PROVIDE SOLID FLOOR PLAN FOR MIN. EXTERIOR SHEATHING SEE DETAIL WS11THIS COL. EVEN WITHIN HEADER SIZE & REQ'D FROM TOP OF WALL MASONRY WALL SEE THAN 6' JAMB STUDS \ TO BOT: (RIBBON/ CONNECTION FROM TOP OF WALL OR FIELD FRAME 2x4 `--- SEE FOUNDATION BEAM) ATTACHED PER SYS. 42 FLOOR KNEE WALL, STUDS @ SYSTEM (RIBBON / IF HEADER IS UPSET DETAILS FOR FTG INFO NAILING SCHEDULE. IF HEADER IS UPSET NAILING SCHEDULE. AND WINDOW IS (2) 2x SILL AT WINDOW LOWER: (1) 2x SILL W/ 2x CRIPPLE STUDS PLATE W! (2) 10d AT EA. END NAILED TO TOENAILS. EXT. STUD PACK W/ 10d NAILS @ 8" O.C. THEN HEADER OPENINGS fi TYPICAL TWO STORY SECTION - SYSTEM 42 LESS THAN 4FT:(1) 2x SO STUDS @ 16° O.C. 3/4"=1'-0" ATTACH SILL W/ (2) 10d SILL PLATE W/ (2) 1 TOENAILS. OPENING TOENAILS AT EA, END LARGER THAN 4FT: (2) OF SILL (MAX OPEN'G 2x SILL PLATE W/ A35 WIDTH 4'-0"). USE A35 CLIPS EACH SIDE W/ 2x CLIP AT EA. END FOR CRIPPLES @ 16" O.C. SHEATHING PER PLAN OPENINGS GREATER W/ (2) 10d TOENAILS ATTACH PER NAILING THAN 4' BUT LESS T&B (PLYWOOD SCHEDULE, THAN 6' SHEATHING REQ'D CONTINUOUS FROM SIMP. HTT4 T&B) TOP OF TOP PLATE TO W/ (18) 10d2l" 2'" NAILS GIRDER TRUSS PER BOTTOM PLATE. SEPARATE SHEATHING TO POST (U.N.O. ON PLAN BEARING WALL PER E" UNDER WINDOW FRAMING PLAN) & PLAN ALL THREAD WJ 7" MIN. DOUBLE BOTTOM EMBEDMENT INTO TIE PLATE BEAM USING SIMP. SET (2) H5 EA. FLOOR EPDXY TRUSS TO DOUBLE BOTTOM PLATE, SLIT \ 2x TOP & BOT. FLOOR DECKING TO RIBBONS, CONT. SEE TRUSS LAYOUT ACCOMMODATE NOTE: ALL FLOOR FOR HANGER STRAP TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS 2x RIBBON OR PROVIDED BLOCKING W/ (4) 16d SEE FRAMING PLAN OR (3) 16d TOENAILS IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6 BELOW JAMBS TRUSS PER PLAN IS INDICATED, BASE STRAPS ARE REQ'D ON MASONRY WALL SEE BOTH SIDES OF THE WALL PLAN FOR MORE INFO "S1FLOOR TRUSS TO GIRDER CONNECTION SO HEADER CONNECTION @ 2nd FLOOR 3/4"=1'-0" -COPYRIGHT MCD 2015: The information contained in this documi 3/4"=1'-0". znt is copyrighted and is the exclusive property of MONTH CONSULTING & NOTE: ALL FLOOR TRUSSES TO BE P.T. I NO MOISTURE BARRIER (FELT PAPEI OR SIM) IS PROVIDED TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE SIMP. HTT4 SOLID SHEATHING @ W/(18) 16d x 22" NAILS HEADER TO POST (U.N.O. ON SIMPSON SP4 W/ (6) FRAMING PLAN) & $" ( @ O av�� StiFF ALL THREAD W/7" MIN. USE 2x6 STUDS T ( SP6 @ EMBEDMENT INTO TIE & SP8 @ 2x8 STUDS) BEAM USING SIMP. SET SHEATHING REQ'D EPDXY FLOOR TRUSS PER 3", THEN RUN DOWN PLAN PROVIDE SOLID AGAINST TRUSS BLOCKING BELOW SEE DETAIL WS11THIS COL. EVEN WITHIN SHEET FOR MORE INFO FLOOR TRUSS MASONRY WALL SEE THAN 6' PLAN FOR MORE INFO 6S_04TYPICALGIRDER COL. CONNECTION 3/4"=1'-0" 'E: =N 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN DOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND TOM AND ALONG EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFI ERALLOADS (2) 2x SILL AT WINDOW SOLID SHEATHING @ W/ 2x CRIPPLE STUDS HEADER AT EA. END NAILED TO SIMPSON SP4 W/ (6) STUD PACK W/ 10d ( @ O av�� StiFF SIMPSON LSTA24 USE 2x6 STUDS T ( SP6 @ STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) NAILS. BEND STRAP SHEATHING REQ'D OVER TOP PLATE MAX. (2) 2x SPF TOP PLATE 3", THEN RUN DOWN U.N.O. ON PLAN FACE OF JAMB STUDS) AGAINST TRUSS HEADER. HEADER - SEE 2ND OPENINGS GREATER FLOOR PLAN FOR MIN. THAN 4' BUT LESS HEADER SIZE & REQ'D THAN 6' JAMB STUDS EXTERIOR SHEATHING PRE -ENG FLOOR TRUSS FROM TOP OF WALL OR FIELD FRAME 2x4 TO BOTTOM OF FLOOR SYS. 42 FLOOR KNEE WALL, STUDS @ SYSTEM (RIBBON / TRUSSES @ 24" O.C. 16" O.C. W/ (2) 16d NAILS BEAM) ATTACHED PER IF HEADER IS UPSET NAILING SCHEDULE. AND WINDOW IS AND GIRDER/BEAM LOWER: (1) 2x SILL BELOW W/ (22) 10d PLATE VV/ (2) 10d NAILS TOENAIILS. EXT. (2) 16d NAILS @ 6" O.C. (4) 2x STUDS HEADER OPENINGS STANDARD CORNIER A -A LESS THAN 4FT:(1) 2x SO HEADER CONNECTION @ 2nd FLOOR HIGH BM SILL PLATE W/ (2) 10d 3/4"=1'-0" TOENAIILS OPENING (2) 2x SILL AT WINDOW LARGER THAN 4FT: (2) W/ 2x CRIPPLE STUDS 2x SILL PLATE W/ A35 AT EA. END NAILED TO CLIPS EACH SIDE W/ 2x STUD PACK W/ 10d CRIPPLES @ 16" O.C. NAILS @ 8" O.C. THEN W/ (2) 110d TOENAILS STUDS @ 16" O.C. T&B (PLYWOOD ATTACH SILL W/ (2) 10d SHEATHING REQ'D TOENAILS AT EA. END T&B) OF SILL (MAX OPEN'G 2x4 #2 SYP ANGLE (2) 12d @ 12" O.C. WIDTH 4'-0"). USE A35 AGAINST TRUSS CLIP AT EA. END FOR VERTICAL @ 48" O.C. (1) ROW 8d NAILS @ 3" OPENINGS GREATER W/ (3) 12d NAILS EACH O.C. WALL SHEATHING THAN 4' BUT LESS END ><I LTO BOTTOM PLATE/ THAN 6' TOP CHORD 14 PRE -ENG FLOOR TRUSS STRAPS CENTERED @ OR FIELD FRAME 2x4 FLOOR W/ (14) 10d SYS. 42 FLOOR KNEE WALL, STUDS @ (1) SIMPSON LSTA30 TRUSSES @ 24" O.C. 16" O.C. W/ (2) 16d NAILS STRAP CENTERED (MAX) @ EACH END, TRUSS TO BETWEEN COLUMN SEE FRAMING PLAN AND GIRDER/BEAM FOR FLOOR BELOW W/ (22) 10d CONNECTION NAILS MASONRY WALL PER '' (1) ROW 8d NAILS @ 3" (2) 16d NAILS @ 6" O.C. (4) 2x STUDS FLOOR GRIDER OR STANDARD CORNIER A -A BEAM SO HEADER CONNECTION @ 2nd FLOOR HIGH BM TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN 3/4"=1'-0" DESIGN, OF WMR & ASSOCIATES, LLC. Any use; duplication, or transfer of TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE (1) SIMPSON LSTA30 -' FLOOR SHEATHING & SHEATHING PER STRAP CENTERED FLOOR TRUSS SEE BETWEEN COLUMN FRAMING PLAN FOR AND GIRDER/BEAM CONNECTION INFO. BELOW W/ (22) 10d 2x4 #2 SYP BLOCKING SPACING AND GRADE NAILS FLOOR GIRDER OR BEAM; SEE PLAN TYPICAL GIRDER COL. @ HIGH BEAM 3/4"=1'-0" FLOOR SHEATHING & SHEATHING PER FLOOR SHEATHING & SHEATHING PER SHEATHING PER PLAN NAILING PER FLOOR DETAIL WF10/SD4 ATTACHED PER FRAMING NOTES 2x STUDS , SEE (2) SIMPSON LSTA18 FRAMING PLAN FOR STRAPS CENTERED @ 2x4 #2 SYP BLOCKING SPACING AND GRADE FLOOR W/ (14) 10d @ 48" O.C. W/ (2) 12d AND SEE ARCH PLAN NAILS TOENAILS EACH END TO VERIFY SIZE FRAMING PLAN FOR 2x BOTTOM PLATE W/ SOLID BETWEEN 2x4 #2 SYP ANGLE (2) 12d @ 12" O.C. ATTACH 2x STUDS W/ (3) 2x STUDS AGAINST TRUSS (2) 16d NAILS @ 6" O.C. VERTICAL @ 48" O.C. (1) ROW 8d NAILS @ 3" A35 EA. END W/ (3) 12d NAILS EACH O.C. WALL SHEATHING CALIFORNIA CORNER A -A END ><I LTO BOTTOM PLATE/ 2x BOTTOM PLATE W/ TOP CHORD (2) SIMPSON LSTA18 PRE -ENG FLOOR TRUSS STRAPS CENTERED @ OR FIELD FRAME 2x4 FLOOR W/ (14) 10d SYS. 42 FLOOR KNEE WALL, STUDS @ NAILS TRUSSES @ 24" O.C. 16" O.C. W/ (2) 16d NAILS (3) 2x STUD PACK (MAX) @ EACH END, TRUSS TO ATTACH PER NAILING CMU W/ STRAP PER SCHEDULE STANDARD CONNECTOR 2x SYP #2 RIBBON (MIN NOTES ATTACH 2x STUDS W/ MASONRY WALL PER '' (1) ROW 8d NAILS @ 3" (2) 16d NAILS @ 6" O.C. (4) 2x STUDS PLAN : ,; O.C. WALL SHEATHING STANDARD CORNIER A -A NOTE: ALL FLOOR TO BOTTOM PLATE RIBBON TO BE PT IF TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN NOTE: IF WOOD WALL OR BEAM BELOW USE NO MOISTURE SHEATHING & CMU SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR BARRIER (FELT PAPER 2x4 PT SILL PLT. IF SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d OR SIM) IS PROVIDED KNEEWALL SINKERS AND (14) Y4'X2 %" TITENS TO MASONRY 69ATWO STORY PARALLEL FLOOR CONNECTION 3/4"=1'-0" FLOOR SHEATHING & SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN 2x 2ND FLOOR STUDS ATTACHED PER SEE PLAN FOR MORE __ (2) SIMPSON LSTA18 NAILING SCHEDULE STRAPS CENTERED @ A A FLOOR W/ (14) 10d SEE FLOOR FRAMING NAILS PLAN FOR FLOOR FRAMING PLAN FOR SYSTEM INFO. SOLID BETWEEN Re N ATTACH 2x STUDS W/ (3) 2x STUDS (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. STRAPS CENTERED @ ; A35 EA. END FLOOR W/ (14) 10d ' ' CALIFORNIA CORNER A -A NAILS 2x BOTTOM PLATE W/ (MAX) (2) 12d @ 12" O.C. (2) SIMPSON LSTA18 (2) SIMPSON META16 STRAPS CENTERED @ FLOOR TRUSS TO FLOOR W/ (14) 10d MASONRY WALL NAILS O.C. WALL SHEATHING (3) 2x STUD PACK EXT. SHEATHING ATTACH PER NAILING FLUSH W/ FACE OF SCHEDULE MASONRY ATTACHED 2x SYP #2 RIBBON (MIN PER NAILING ATTACH 2x STUDS W/ SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS 1/8" GAP BETWEEN STANDARD CORNIER A -A SHEATHING AND RIBBON TO BE PT IF MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d (2) ROWS 8d NAILS @ SINKERS AND (14) Y4'X2 %" TITENS TO MASONRY S09 2nd FLOOR CORNER FRAMING ATTACHMENT 3" O.C. WALL 3/4"=1'-0" 3/4"=1'-0" FLOOR SHEATHING & SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN NAILING PER FLOOR DETAIL WF10/SD4 ATTACHED PER ATTACH PER NAILING FRAMING NOTES 2x STUDS , SEE NAILING SCHEDULE SCHEDULE FRAMING PLAN FOR UNDER WINDOWS AND 2x STUDS , SEE SPACING AND GRADE GIRDERS: BLOCK FRAMING PLAN FOR AND SEE ARCH PLAN SOLID BETWEEN SPACING AND GRADE SYS. 42 FLOOR TO VERIFY SIZE RIBBONS W/ SIMPSON AND SEE ARCH PLAN TRUSSES 24" O.C. A35 EA. END TO VERIFY SIZE @ 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ (MAX) (2) 12d @ 12" O.C. SHEATHING/ DRYWALL (2) 12d @ 12" O.C. (1) ROW 8d NAILS @ 3" ATTACHMENT W/ (2) (1) ROW 8d NAILS @ 3" O.C. WALL SHEATHING 12d TOENAILS O.C. WALL SHEATHING TO BOTTOM PLATE/ EA. END TO BOTTOM PLATE TOP RIBBON LL 2x SYP #2 RIBBON (MIN 2x SYP #2 RIBBON (MIN LL 2x4) TO TRUSS W/ (4) 2x4) TO TRUSS W/ (4) V 16d NAILS; BOTTOM 16d NAILS; BOTTOM RIBBON TO BE PT IF RIBBON TO BE PT IF BRG DIRECTLY ON BRG DIRECTLY ON CMU CMU (2) ROWS 8d NAILS @ I (2) ROWS 8d NAILS @ 3" O.C. WALL SEE PLAN FOR 3" O.C. TYP. WALL . MASONRY WALL PER • r` SHEATHING TO SIMPSON META16 AT CANTILEVER SHEATHING TO EA. PLAN I ' BOTTOM RIBBON MASONRY OR MTS12 RIBBON NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD FRAME NOTE: ALL FLOOR SHEATHING &CMU TRUSSES TO BE P.T. IF WALL TRUSSES TO BE P.T. IF NO MOISTURE TRUSS TO CMU W/ MASONRY OR FRAME NO MOISTURE BARRIER (FELT PAPER STRAP PER STANDARD WALL PER PLAN BARRIER (FELT PAPER OR SIM) IS PROVIDED CONNECTION NOTES OR SIM) IS PROVIDED fis__," TWO STORY PERP. FLOOR CONNECTION fisi CANTILEVERED FLOOR TRUSS CONNECTION 3/4"=1'-0"j 3/4"=1'-0" these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. o a O ®®®®®►►►lil!!6�®®r®® ®a` `k >�� ®®, °° v ®`° �k, ®��.��®��� '/lig ��® ui Ci Z®� a) U®p = co � C) t? . a (j 00 r„ I—; Z . a LL z C a d� ® e • a, . Z O0 «, LL ���s�' e �� m LL W V i i O a LL > V • W o �f i W (D i fA w w0r Iw— i O J (3) = (0 r E o6�OcnM�61 IJP (D W- Z j r ; 0 Za0��� � F-`UHm � c JO}� W ♦�^^ �((1)R0<`.a —1 VJ ZaO�:2w o © zwzE ~ O OzPUjRO �¢�Lu' -a i W Iz 0 0 W w c 00 r i r N O W ; ; (2) 2x SYP #2 BUILT-UP STU[ COLUMNS ----�---------------..,...—.,_---- (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT MIN. (4) 16d NAILS T ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN EACH STUD (AT EACH w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS SIDE OF G.T. USE (4) OPT. TRUSS RECESS LEDGER 16d NAILS) D011 LEDGER @ GIRDER 2x8's MIN. SPF #2 @ 16" O.C. MAX W/ MIDPOINT BLOCKING (U.N.O.) MSTAM24 EA. SIDE OF EA. STUD TO WALL BELOW W/ (9) 10d NAILS AND (5) 1/4"x2 3/4" TAPCONS PER STRAP;CENTER ° STRAP BETWEEN MASONRY WALL AND ° FRAME WALL ° CONTRACTOR MAY USE SIMPSON HTT4 AT WINDOW JAMB STUDS INSTEAD OF INDICATED EXTERIOR FLAT STRAP. INTERIOR FLAT STRAP IS STILL REQUIRED AT JAMB STUD CONDITION a. SEE ARCHS FOR FURRING AND INTERIOR FINISH MASONRY WALL PER PLAN WALL SPLICE DETAILS 12 PER PLAN (2) 2x TOP PLATE -- (2) 2x HEADER SEE — PLAN FOR MORE INFO & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d — 3/4"=1'-0" EXT. FINISH PER ARCHS �`----- EXTERIOR SHEATHING 12d NAILS @ 12" O.C. TOP & SP1 @ BASE. LSTA18 OR ATTACH PER NAILING PLATE W/ 1/2" J -BOLT FROM TOP OF WALL OR LSTA18 TO WALL IS CONT. BRG ON TRUSS 2x8 #2 SYP P.T. SILL BLOCKING BELOW. STRAP STUDS W/ LSTA18 @ 16" O.C. TO BOTTOM OF SILL W/ MIN. 7" EMBED. @ 6" ANCHOR BOLT OR CONNECTED W/ MTS12 3/4" FLOOR SHEATHING ATTACHED PLATE ATTACH PER 23/4 it ----------------------------I NAILING SCHEDULE FROM EA@EN TOENAILS EACH ENDFLOOR TRUSS PER MAX 1/8" GAP ROOF SHEATHING — BETWEEN SHEATHING ISIMPSON H2.5 EA. I ATTACH PER NAILING 3ER BY OTHERS (TRUSS I SCHEDULE EXT. FINISH PER I ARCHS (2) 2x6 W/ HUC26-2. I PRE-ENGINEERED — LOW ROOF TRUSS SEE I TRUSS PLAN FOR IF SHEATHING 1S NOT ( TRUSS PER PLAN TRUSS 1S CONT. BRG OPT.TRUSS CONTINUOUS TO BASE ° MIN. 2x6 #2 SYP CONT. (n w ON WOOD USE HGA PLAN PLATE, SP8 TOP AND SIMPSON SET -XP 6—silSECTION @ COMBO TRUSS LEDGER W/ (2) %"x3-1/2" EPDXY @ 6" FROM SS PER PLAN to I–E SDS WOOD SCREWS @ r' ° °. C.M.U. WALL PER PLAN MAX W/ WASHER 16" O.C. MAX. & 3" F1 SECTION @ OPEN TO ABOVE O ZQO_jU-10 R FROM EA. END - USE I - (3) SCREWS FOR 24" I SIMPSON LUS26, USE 'PER PER PLAN ItECESS LEDGER INTO O.C. I LUS26-2 FOR 2PLY TRUSS. VERIFY W/ LwQ��o. I TRUSS IiI-RUSS SHOP W LRAWINGS J 2x8 SYP #2 LEDGER W ----�---------------..,...—.,_---- (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT MIN. (4) 16d NAILS T ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN EACH STUD (AT EACH w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS SIDE OF G.T. USE (4) OPT. TRUSS RECESS LEDGER 16d NAILS) D011 LEDGER @ GIRDER 2x8's MIN. SPF #2 @ 16" O.C. MAX W/ MIDPOINT BLOCKING (U.N.O.) MSTAM24 EA. SIDE OF EA. STUD TO WALL BELOW W/ (9) 10d NAILS AND (5) 1/4"x2 3/4" TAPCONS PER STRAP;CENTER ° STRAP BETWEEN MASONRY WALL AND ° FRAME WALL ° CONTRACTOR MAY USE SIMPSON HTT4 AT WINDOW JAMB STUDS INSTEAD OF INDICATED EXTERIOR FLAT STRAP. INTERIOR FLAT STRAP IS STILL REQUIRED AT JAMB STUD CONDITION a. SEE ARCHS FOR FURRING AND INTERIOR FINISH MASONRY WALL PER PLAN WALL SPLICE DETAILS 12 PER PLAN (2) 2x TOP PLATE -- (2) 2x HEADER SEE — PLAN FOR MORE INFO & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d — 3/4"=1'-0" EXT. FINISH PER 1-1/2"=1'-0" /--- PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE O.H. ARCHS �`----- SHEATHING PER PLAN 12d NAILS @ 12" O.C. TOP & SP1 @ BASE. LSTA18 OR ATTACH PER NAILING PLATE W/ 1/2" J -BOLT SCHEDULE OR LSTA18 TO WALL IS CONT. BRG ON TRUSS 2x8 #2 SYP P.T. SILL BLOCKING BELOW. STRAP STUDS W/ LSTA18 @ 16" O.C. PLATE W/ 1/2" EPDXY W/ MIN. 7" EMBED. @ 6" ANCHOR BOLT OR CONNECTED W/ MTS12 3/4" FLOOR SHEATHING ATTACHED J -BOLT W/ MIN, 7" 23/4 it " O.C. & 3" FROM EACH END & @ FROM EA@EN TOENAILS EACH ENDFLOOR TRUSS PER MAX 1/8" GAP (2) 2x4 #2 SYP PLAN BETWEEN SHEATHING 32" O.C. MAX W/ AND CMU HUC24-2 EACH END, CONT. #5 IN TIE BEAM USE (4) 10d & (2) 10d < , WASHER. ALTERNATE, EXT. FINISH PER WINDOW JAMBS USE see PLAN ARCHS 1-1/2"=1'-0" /--- PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE O.H. w 2x BASE PLATE W/ (2) 2x BRG WALL W/ SIMPSON SP2 @ PER ELEV. I 12d NAILS @ 12" O.C. TOP & SP1 @ BASE. LSTA18 OR SP4 TOP & PLATE W/ 1/2" J -BOLT 2x #2 SPF STUDS @ 16" OR LSTA18 TO WALL IS CONT. BRG ON TRUSS O.C. w/ EXT. SHEATHING BLOCKING BELOW. STRAP STUDS W/ LSTA18 @ 16" O.C. FROM TOP OF WALL TO W/ MIN. 7" EMBED. @ 6" BOTTOM OF TRUSS/ CONNECTED W/ MTS12 3/4" FLOOR SHEATHING ATTACHED GIRDER SEE PLAN FOR OR LSTA18 PER NAILING SCHEDULE WINDOW ATTACHMENT FROM EACH END & @ INFO. IF WALL TOENAILS EACH ENDFLOOR TRUSS PER SHEATHING ISN'T CONT. (2) 2x4 #2 SYP PLAN LSTA18 STRAPS ARE 32" O.C. MAX W/ REQ'D FROM STUDS TO I1603 LEDGER @OPEN TO BELOW 2x4 LEDGER W/ (2) 10d NAILS @ 16" O.C. 2x EXT. FRAME WALL — PER PLAN SIMPSON H10A @ EACH DIAGONAL BRACE 1/2" THREADED ROD CONTINUOUS TO FOUNDATION. REFER TO BEARING WALL NOTES FOR BASE CONNECTION 2x BOTTOM PLATE, — CONNECT TO DOUBLE TOP PLATE W/ 16d NAILS @ 6" O.C. 2ND STORY *FIN. FLOOR (2) 2x TOP PLATE 2x BEARING WALL PER PLAN, FRAME CONTINUOUS TO BOTTOM PLATE OF 2ND STORY WALL 67F)1)IBRACING @ 2 STORY FRAME WALL 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO. 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END 3/4"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLANT 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ Y2 EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END MASONRY WALL PER PLAN �— EXTERIOR WALL SHEATHING & 2x4 BLOCKING W/ (2) NAILING PER PLAN. SHEATHING CONT. 16d NAILS @ EACH TO 2nd STORY WALL BOTTOM PLATE END. BLOCK ATTACH PER NAILING SCHEDUL ADJACENT BAYS @ EACH DIAGONAL BRACE AS SHOWN. FASTEN ROOF SHEATHING TO 2x BLOCKING W/ 8d NAILS @6"O.C. (5) 16d NAILS DIAGONAL BRACE TO �-- BLOCKING "-�--- PROVIDE 2x4 SYP #2 CONT. BRACE W/ (2) 16d NAILS EACH DIAGONAL BRACE. TRUSSES PER PLAN 2x4 SYP #2 DIAGONAL BRACE @ 48" O.C. MAX. 2x SYP #2 LEDGER TO 45° FROM UPPER FLOOR WALL W/ HORIZONTAL BRACE 1/4" X 3-1/2" SIMPSON NOT REQUIRED SDS SCREW @ 16" O.C. 6' FROM EAVES. EXT. SHEATHING ATTACH PER NAILING SCHEDULE I SEE LD02/SD2 FOR MORE INFO. 2x8 #2 SYR P.T. SILL w 2x BASE PLATE W/ (2) 2x BRG WALL W/ SIMPSON SP2 @ SIMPSON H2.5 12d NAILS @ 12" O.C. TOP & SP1 @ BASE. LSTA18 OR SP4 TOP & PLATE W/ 1/2" J -BOLT BOTTOM OF EA. OR LSTA18 TO WALL IS CONT. BRG ON TRUSS STUD U.N.O. BLOCKING BELOW. STRAP STUDS W/ LSTA18 @ 16" O.C. SIMPSON CS18 W/ MIN. 7" EMBED. @ 6" STUDS ABOVE TO CONNECTED W/ MTS12 3/4" FLOOR SHEATHING ATTACHED HEADER BELOW. OR LSTA18 PER NAILING SCHEDULE FROM EACH END & @ 1/2" THREADED ROD TOENAILS EACH ENDFLOOR TRUSS PER @ 32" O.C. MAX W/ (2) 2x4 #2 SYP PLAN NUT & 2" WASHER 32" O.C. MAX W/ TOP & BOTTOM HUC24-2 EACH END, (SCREWS @ 16" O.C. USE (4) 10d & (2) 10d < , WASHER. ALTERNATE, IMAX - EQUALLY WINDOW JAMBS USE see PLAN (2) 2x6 W/ HUC26-2. USE 1/2" END OF LEDGER - IUSE (3) SREWS IF 24" LOW ROOF TRUSS SEE TRUSS PLAN FOR IF SHEATHING 1S NOT ALL THREAD ROD W/ 7" L -------------------------- --------------- --- ----OPT. TRUSS 1S CONT. BRG OPT.TRUSS CONTINUOUS TO BASE MIN. EMBED USING META16 @ 24" O.C. OR OR WOOD WALL PER (n w ON WOOD USE HGA PLAN PLATE, SP8 TOP AND SIMPSON SET -XP 6—silSECTION @ COMBO TRUSS BOTTOM ARE REQ'D EPDXY @ 6" FROM to I–E EACH END & @ 32" O.C. ° °. C.M.U. WALL PER PLAN MAX W/ WASHER u F1 SECTION @ OPEN TO ABOVE O SEE 2NC F--_...._..,—,..._...,._.,----- --- --_..-----.----- WALL SE I I ADDITIO A INFORM) w 2x BASE PLATE W/ (2) 2x BRG WALL W/ SIMPSON SP2 @ SIMPSON H2.5 12d NAILS @ 12" O.C. TOP & SP1 @ BASE. LSTA18 OR SP4 TOP & USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN BOTTOM OF EA. OR LSTA18 TO WALL IS CONT. BRG ON TRUSS STUD U.N.O. BLOCKING BELOW. STRAP STUDS W/ LSTA18 @ 16" O.C. SIMPSON CS18 NOT REQ'D IF STUD IS TO TRUSS BELOW) STUDS ABOVE TO CONNECTED W/ MTS12 3/4" FLOOR SHEATHING ATTACHED HEADER BELOW. OR LSTA18 PER NAILING SCHEDULE 2x BLOCKING W/ (2) 12d 1/2" THREADED ROD TOENAILS EACH ENDFLOOR TRUSS PER @ 32" O.C. MAX W/ (2) 2x4 #2 SYP PLAN NUT & 2" WASHER BLOCKING W/ SIMPSON TOP & BOTTOM HUC24-2 EACH END, (SCREWS @ 16" O.C. USE (4) 10d & (2) 10d < , NAILS. UNDER IMAX - EQUALLY WINDOW JAMBS USE see PLAN (2) 2x6 W/ HUC26-2. END OF LEDGER - IUSE (3) SREWS IF 24" LOW ROOF TRUSS SEE TRUSS PLAN FOR w/ SHOP DRAWINGS CONNECTIONS (IF L -------------------------- --------------- --- ----OPT. TRUSS 1S CONT. BRG OPT.TRUSS ON MASONRY USE MASONRY (SHOWN) Q META16 @ 24" O.C. OR OR WOOD WALL PER (n w ON WOOD USE HGA PLAN CLIPS @ 24" O.C.) 6—silSECTION @ COMBO TRUSS SEE 2NC F--_...._..,—,..._...,._.,----- --- --_..-----.----- WALL SE I I ADDITIO A INFORM) SECTION a- LOW ROOF 3/4"=1'-0" (2) 2x HEADER SEE FLOOR PLAN FOR MORE INFO STA30 HEADER --J TO BUILT UP STUD 0 1/2" THREADED ROD WITHIN 6" OF BUILT UP COLUMN ABOVE W/ NUT & 2" WASHER TOP & BOTTOM. ,. —n. PROVIDE SOLID BLOCKING— WITHIN FLOOR SYSTEM UNDER BUILT UP COLUMNS 2X4 #2 SYP NAILER TO STUDS W/ 3-16d @ EA. STUD. ATTACH TRUSS TO NAILER W/ (3) 10d TOE NAILS. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X8 #2 SYP CONT: LEDGER W/ (4) 16d NAILS. ATTACH NAILS INTO END OF EA. FLOOR TRUSS, 24" O.C. MAX. (INSTALL (4) NAILS AT EA, SIDE OF G.T.) SIMPSON LUS26 OR IF 2 -PLY TRUSS SIMPSON LUS26-2 TRUSS TO LEDGER 8" CMU WALL, TYP. SEE FLOOR FRAMING PLAN FOR MORE INFO. VERIFY PLAN FOR LOCATION AND DIRECTION (2) 2x SPF TOP w PLATES U.N.O. SIMPSON H2.5 U SP4 TOP & 00 BOTTOM OF EA. TRUSS TO LEDGER STUD U.N.O. IMIN. 2x6 #2 SYP SIMPSON CS18 2x STUDS SEE PLAN STUDS ABOVE TO STUDS ABOVE ARE HEADER BELOW. (CONT. LEDGER w/ (2) BELOW 1/2" THREADED ROD lUj ' @ 32" O.C. MAX W/ I%"x3" SDS WOOD NUT & 2" WASHER TOP & BOTTOM LL O (SCREWS @ 16" O.C. < , Ui IMAX - EQUALLY ° (SPACED & 3" FROM END OF LEDGER - IUSE (3) SREWS IF 24" L EDGER RECESSED INTO TRUSS. VERIFY IO.C. IS REQUIRED w/ SHOP DRAWINGS W L -------------------------- --------------- --- ----OPT. Z M OPT.TRUSS RECESS LEDGER SECTION a- LOW ROOF 3/4"=1'-0" (2) 2x HEADER SEE FLOOR PLAN FOR MORE INFO STA30 HEADER --J TO BUILT UP STUD 0 1/2" THREADED ROD WITHIN 6" OF BUILT UP COLUMN ABOVE W/ NUT & 2" WASHER TOP & BOTTOM. ,. —n. PROVIDE SOLID BLOCKING— WITHIN FLOOR SYSTEM UNDER BUILT UP COLUMNS 2X4 #2 SYP NAILER TO STUDS W/ 3-16d @ EA. STUD. ATTACH TRUSS TO NAILER W/ (3) 10d TOE NAILS. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X8 #2 SYP CONT: LEDGER W/ (4) 16d NAILS. ATTACH NAILS INTO END OF EA. FLOOR TRUSS, 24" O.C. MAX. (INSTALL (4) NAILS AT EA, SIDE OF G.T.) SIMPSON LUS26 OR IF 2 -PLY TRUSS SIMPSON LUS26-2 TRUSS TO LEDGER 8" CMU WALL, TYP. SEE FLOOR FRAMING PLAN FOR MORE INFO. VERIFY PLAN FOR LOCATION AND DIRECTION (2) 2x SPF TOP w PLATES U.N.O. U SP4 TOP & 00 BOTTOM OF EA. STUD U.N.O. SIMPSON CS18 2x STUDS SEE PLAN STUDS ABOVE TO STUDS ABOVE ARE HEADER BELOW. TO ALIGN W/ STUDS BELOW 1/2" THREADED ROD lUj ' @ 32" O.C. MAX W/ NUT & 2" WASHER TOP & BOTTOM SPF BASE 4TE r PRE-ENGINEERED FLOOR SYSTEM KNEEWALL OR BEAM ffr 2 2x SPF TOP- - � -r m -. - r PLATES U.N.O. o TOENAILS EACH SIDE GIRDER BELOW 1 _1 _p 1/2 =1-0 B (2) 2x HEADER , SEE FLOOR PLAN „_ „ „ „ IF WALL SHEATHING IS SEE LD02/SD2 FOR FOR MORE INFO STOPPED BELOW MORE INFO IF 2x STUDS SEE PLAN ROOF LINE TRUSSES ARE EXT. SHEATHING FROM STUDS ABOVE ARE PARALLEL TO WALL 2x BRG WALL W/ ALIGN 2ND FLOOR TOP 0►F WALL TO DBL TO ALIGN W/ STUDS 2x BASE PLATE W/ 12d ROOF SHEATHING SIMPSON SP2 @TOP & 2x BLOCKING W/ (2) 12d STUDS w/ 1ST FLOOR BOTTOM PLATE. IF @ 24" O.C. TO FLOOR SHEATHING IS NOT BELOW SYSTEM BELOW ATTACHED PER SPI @ BASE. LSTA18 TOENAILS EACH END STUDS NAILING SCHEDULE OR MTS12 MAY CONT. ADD BLOCKING I I I I STA3 2x BASE PLATE W/ (2) (2) 2x SPF#2 BASE @SHEATHING SPLICE HEADER TO777 PLYWOOD FLOORING USED @BASE 12d NAILS @ 12" O.C. PLATE. ATTACH 1ST PLY W/ (3) 10d TOENAILS 2x P.T. BASE PLATE SEE BEARING SCHEDULE FOR BUILT UP SEE FLOOR FRAMING I EXTERIOR SHEATHING W/ (2) 16d NAILS @EACH EA. END. SIMPS. SP4 STUD ~ ATTACH PER NAILING 3/4" FLOOR SHEATHING TOP REQ'D A.B. INFO 11 11 IIAL AL .PLAN FOR MORE INFO � � TRUSS, THEN ATTACH @fl . SCHEDULE ATTACHED PER 2ND PLY W/ (2) 10d NAILS ROOF SHEATHING NAILING SCHEDULE @ 12" O.C. ATTACH PER NAILING SEE FOUND. PLAN FOR FTG. REQ. LAN (2) 2x4 #2 SYP SCHEDULE BLOCKING W/ SIMPSON SIMPSON CS18 PER 1/2" J -BOLTS @ 6" FROM EA. END OF SEE CHART FOR REQUIRED JACKS / �.-/ USS DIREC 2x4 SYP#2 BLOCKING STRAPS TOP & L — — — — — — HUC24-2 EACH END WF16/SD6 A WALL & WALL OPENINGS @ 32"o.c. B KINGS # OF STUDS TO MATCH & MORE INFO W/ (2) 10d TOENAILS BOTTOM OF EA. STUD — — — — — USE (4) 10d & (2) 10d see PLAN MAX. W/ 7" MIN. EMBEDMENT & BETWEEN FLOORS PER BEARING WALL NAILS. UNDER LOW ROOF TRUSS W/ WASHER SEE BEARING WALL (2) 2x TOP PLATE SCHEDULE WINDOW JAMBS USE 16 TALL RAISED HEEL SCHEDULE FOR MORE INFORMATION. (2) 2x6 W/ HUC26-2. SEE PLAN FOR BOTTOM CHORD ALTERNATE CONNECTION: -1 ALL AT OPENINGS LARGER THAN FLOOR GIRDER SEE LOW ROOF TRUSS SEE FLOOR TRUSS PER BEARING WALL EXTENSION THREAD ROD 6" FROM EA. END OF (�c 4'-2" ATTACH TOP PLATE TO PLAN FOR PLAN REQUIREMENTS. ATTACH EACH TRUSS WALL, WALL OPENINGS & AT 32" O.C. HEADER WITH LSTA12 BENT CONNECTION TRUSS PLAN FOR SEE TRUSS LAYOUT CONNECTIONS STUDS TO ALIGN W/ TO BEARING WALL MAX (7" MIN.EMBED USING SIMPSON OVER W/ (5) 10d NAILS INTO TOP MASONRY (SHOWN) STUDS ABOVE USING SIMPSON H10A SET -XP EPDXY) W/ WASHER PLATE AND (5) 10d NAILS INTO FOR TRUSS LOCATIONHEADER & CONNECTION INFO OR WOOD WALL PER U.N.O.. ON FRAMING PLAN PLANS IRTYPICAL CONNECTION @ GIRDER OR BEAM S1 SECTION @ RAISED HEEL TRUSS F2 SECTION @ 2 -STORY BRG. F1 2 STORY INTERIOR BEARING WALL 3/4"=1'-0" 1/2„=1,-0„ 3/4"=1'-0” 1 "=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Q H z w 0 0 N_ z w N L F_ 0 co ' W LLIW� 0 J W u U = W -111 wz� IL r l.- CI Co Q 1 } W 0 O OerOZ LL Ll. U BLDG DESIGN: --- q STRUCTURALENG: MCD U DRAFTING: -DESIGN: - -STRUCT: JW QC CHECK: MRB JOB No. PSQ 0204921 J SCALE: AS INDICATED _LL ..._..._ .-__._-.. El Li DATE: 04/06/18 SD6 w rn 0 U ° 00 C=1 W lUj ' �. 0 .. ¢. �Ci LL O 0 M,®16 �,`• � m Ui N L F_ 0 co ' W LLIW� 0 J W u U = W -111 wz� IL r l.- CI Co Q 1 } W 0 O OerOZ LL Ll. U BLDG DESIGN: --- q STRUCTURALENG: MCD U DRAFTING: -DESIGN: - -STRUCT: JW QC CHECK: MRB JOB No. PSQ 0204921 J SCALE: AS INDICATED _LL ..._..._ .-__._-.. El Li DATE: 04/06/18 SD6 U ° 0 W Z M L Q (n w LJJU w to I–E C oes d U)c�ry c" Q 0w oMr- u O ZQO_jU-10 R 8 - W —j ���//�� C/) ��ROd`.�c Z < 0 3: LU I-- w o=zz E O<. LwQ��o. H O W toU_0W Ice) wv N L F_ 0 co ' W LLIW� 0 J W u U = W -111 wz� IL r l.- CI Co Q 1 } W 0 O OerOZ LL Ll. U BLDG DESIGN: --- q STRUCTURALENG: MCD U DRAFTING: -DESIGN: - -STRUCT: JW QC CHECK: MRB JOB No. PSQ 0204921 J SCALE: AS INDICATED _LL ..._..._ .-__._-.. El Li DATE: 04/06/18 SD6 (2) 2x12 SYP#2 BEAMP HEIGHT OF STAIRS AT LANDING STANDARD (3) 2X12 TO MATCH JOIST MIN. (3) 2x SYP #2 12'-0" OR LESS STRINGERS W/ STUDS REQ'D @ END PER SCHEDULE REQ'D SIMPSON A34 CLIP TO OF LANDING W/ MIN. (6) DEPTH W/ (3) 10d FLOOR SYSTEM 16d NAILS FROM ON EACH SIDE AND W (2)2x12 SYP#2 HEADER @ END OF LANDING TO BUILT-UP STUD TOENAILS EACH END STUDS W/ (2) 16d TOE OPENING W/IN COLUMN X r"OR STRINGERS TO HANDRAIL LINE UP 2xJOIST IN � MID -SPAN ONE @ A LINE WITH MIDDLE STANDARD (3)2x12 CONNECT TO. BEAM 2x12 STRINGER TO BE SYP#2 STRINGERS W/ UTILIZED AS BLOCKING SIMPSON A35 / A34 MAX. 4'-0" ABOVE FLOORTOENAILS 24" O.C. W/ (2) 12d CLIP TO FLOOR (NOTCHED @ 2x6 MIN. 2x8 SYP#2 JOISTS SYSTEM & LANDING FRAMING MID SPAN BLOCKING TOENAILS BOTTOM 0 @ LANDING @ 16"O.C. p W/ SIMPSON A35 OR z LUS26 HANGER ON U. U. EACH SIDE W U_ J 0 q x (2) 2x12 SYP#2 BEAMP HEIGHT OF STAIRS AT LANDING BEAM (#2 SYP) TO MATCH JOIST MAX WIDTH OF LANDING 12'-0" OR LESS W F- p PER SCHEDULE REQ'D I I DEPTH W/ (3) 10d 2x6 VERTICAL @ 6-0" MAX. 4'4" ABOVE FLOOR ON EACH SIDE AND W ATTACH TOP PLATE TO @ END OF LANDING TOENAILS EACH END STUDS W/ (2) 16d TOE OPENING W/IN X X r"OR STRINGERS TO HANDRAIL � MID -SPAN ONE @ A KNEEWALL 2x4 SILL PLATE W/ (2) CONNECT TO. BEAM A INFORMATION. 2x4 #2 SPF STUDS @ 10d NAILS @ 4" O.C. MAX. 4'-0" ABOVE FLOORTOENAILS 24" O.C. W/ (2) 12d TO BEAR DIRECTLY ON (NOTCHED @ 2x6 .BOTTOM @ ) TOENAILS BOTTOM MIN. 2x8 SYP#2 JOIST (P.T. IF BUILT UP COLUMNS A34 @ EA. STRINGER ----- ATTACHING TO MASONRY BELOW OR WALL) CONT. LEDGER w/ (3) ALTERNATE HANGER SEE TABLE FOR MAX. 16d NAILS @ 16" O.C. MAX. @ RIGHT OF THIS X WIDTH OF LANDING TO EACH STUD. ((2) 1/4" x 3 DETAIL 1/4" TAPCONS @ 16" O.C. A -A PLAN VIEW 90 DEGREE TURN LANDING MAX. FOR MASONRY WALL) MIN. (3) 2x SYP #2 STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING REQ'D @END OF LANDING W/ MIN. (6) 16d NAILS SEE PLAN FOR DEPTH 3/4" PLYWOOD OR OSB FROM (2)2x12 SYP#2 TO SLIDE DOWN TO OF LANDING SHEATHING OVER HEADER TO BUILT UP LANDING ATTACHED STUD COLUMN @ ANY OPENING 16d TOE NAIL EA. — ATTACH 2x6 VERTICAL PER GENERAL FLOOR 2x JOIST (P.T. IF TOENAILS BOTTOM CONSTRUCTION OPTIONAL (2)2x12 SYP#2 SHEATHING TO CONT. BRACE & 10d 2x ATTACHED TO NOTES ATTACHMENT TO ATTACHING TO MASONRY ACCOMMODATE 2x CMU/LEDGER IN LIEU OF NAILS @ 4" O.C. TO STRINGER I I (2) 2x12 SYP#2 BEAM WALL) CONT LEDGER w/ BUILT UP COLUMN i 2x4 SILL PLATE W/ (2) WOOD: I I I PER SCHEDULE @ END (3) 16d NAILS @ 16" O.C. NOTCH SILL AND MID SPAN BLOCKING HU210-2/HUC210-2 W/ - _ �- OF LANDING FOR TO MATCH JOIST (18)16d NAILS TO PLYWOOD FLOORING (NOTCHED @ 2x6 O DEPTH W/ (3) 10d LEDGER/SUPPORT AND 2x12 STRINGERS ONE STRINGERS TO 1/4" x3-1/4" TAPCONS @ TO ALLOW VERTICAL mz o TOENAILS EACH END (10)10d NAILS TO (2)2x12 I ATTACH 2x4 TO TRUSS ON EACH SIDE AND 0 g SYP#2 HEADER 16" O.C. MAX. FOR TO SLIDE DOWN TO MASONRY: " W/ (2) %4'0" SDS ONE @ MID -SPAN I I I I TO BEAR DIRECTLY ON m p HU210-2/HUC210-2 W/ SCREWS EQUALLY (III (18) 1/4"x3-1/4" TAPCONS W p TO CMU AND (10) 10d SPACED &CENTERED I I I / BELOW.2x6 � NAILS TO (2)2x12 SYP#2 ATTACH 2x6 VERTICAL VERTICAL AND n IN TRUSS A35 CONNECTION III SEE PLAN FOR HEADER TO TRUSS W/ (3) %4' x 3" L -BRACE @ 6'-0" O.C. & MASONRY WALL OR STANDARD (3) 2X12 WOOD OR MASONRY SDS WOOD SCREWS @ ANY OPENING WOOD WALL SYP #2 STRINGERS W/ p WALL SEE PLAN FOR p B SIMPSON A34 / A35 G� CLIP TO FLOOR SYSTEM & LANDING FRAMING. MIN. 2x8 SYP#2 JOIST (P.T. IF (2) 2x12 SYP#2 BEAM PER ATTACHING TO MASONRY SCHEDULE REQ'D @ END OF MIN. 2x8 SYP#2 JOISTS WALL) CONT. LEDGER w/ (3) 16d LANDING FOR STRINGERS TO @ LANDING @ 16"O.C. NAILS @ 16" O.C. MAX. TO EACH CONNECT TO. BEAM TO BEAR W/ SIMPSON A35 OR STUD. ((2) 1/4"4-1/4" TAPCONS DIRECTLY ON BUILT UP LUS26 HANGER ON @ 16" O.C. MAX. FOR MASONRY COLUMNS BELOW OR EACH SIDE WALL) ALTERNATE HANGER @ RIGHT OF THIS DETAIL A -A PLAN VIEW a@ 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND A35 @ EA. STRINGER BOTTOM CHORD TO LANDING FLOOR SYSTEM PER SEE ARCHS. FOR MAX. FRAMING PLAN TYP. RISE OF STEPS AND MIN. TREAD DEPTH 6" MIN. lo ro STAIR WINDER DETAIL PLYWOOD SHEATHING OVER LANDING MIN. 2x8 SYP#2 JOIST ATTACHED PER LEDGER (P.T. IF GENERAL FLOOR ATTACHING TO CONSTRUCTION MASONRY WALL) NOTES BEAM @ END OF 16" O.C. LANDING PER MAX SCHEDULE OPTIONAL (2)2x12 SYP#2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-2/HUC210-2 W/ (18)16d NAILS TO LEDGER/SUPPORT AND (10)1Od NAILS TO (2)2x12 SIMPSON A35 SYP#2 HEADER CONNECTIONS MASONRY: HU210-2/HUC210-2 W/ (18) 1/4"x3-1/4" TAPCONS TO CMU MASONRY WALL OR AND (10) 10d NAILS TO (2)2x12 FRAME WALL BEYOND SYP#2 HEADER B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING OR LET -IN 2x4 SYP#2 CLEAT AND ATTACH TO JOISTS BELOW W/(2) -12d NAILS @ 16" O.C. (3) 16d TOENAILS PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED BEAMMOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM (#2 SYP) JOISTS (#2 SYP) MAX WIDTH OF LANDING 12'-0" OR LESS (2) 2x12 2x8 9'-0" NOTE: 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. 2. (2)2x12 SYP#2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (2)PLY BEAM TOGETHER USING (3)12d NAILS AT 8" O.C. 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO CONSTRUCTION. NOT USED 3X" HEADER AND NAILS � SEE ARCH PLAN I I 2x4 CONT. TOP PLATE 2x6 VERTICAL @ 6-0" MAX. 4'4" ABOVE FLOOR ON EACH SIDE AND ATTACH TOP PLATE TO O.C. MIN. AND @ ANY SUPPORT STUDS W/ (2) 16d TOE OPENING W/IN X X NAILS HANDRAIL � MID -SPAN ONE @ A KNEEWALL 2x4 SILL PLATE W/ (2) A INFORMATION. 2x4 #2 SPF STUDS @ 10d NAILS @ 4" O.C. MAX. 4'-0" ABOVE FLOORTOENAILS 24" O.C. W/ (2) 12d I (NOTCHED @ 2x6 .BOTTOM @ ) TOENAILS BOTTOM VERTICAL LOCATIONS). A34 @ EA. STRINGER ----- NOTCH SILL AND t X PLYWOOD FLOORING 2x4 SILL PLATE W/ (2) TO LANDING "- TO ALLOW VERTICAL 2x6 VERTICAL AND TO SLIDE DOWN TO L -BRACE @ 6'4" O.C. & 24" O.C. W/ (2) 12d FACE OF TRUSS NOTCH FLOOR @ ANY OPENING 16d TOE NAIL EA. — ATTACH 2x6 VERTICAL DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) %4' x 3" 31/211 SDS WOOD SCREWS N.T.S. EQUALLY SPACED/CENTERED IN 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE ATTACH TOP PLATE TO FACE OF TRUSS STUDS W/ (2) 16d TOE 3�" SECTION X -X F 2x4 #2 SPF STUDS @ 24" O.C. NOTCH SILL PLATE FOR VERTICAL 2x L -BRACE W/ 12d NAILS @ 4" O.C. — 2x4 CONT. TOP PLATE (ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS — 2x4 #2 SPF STUDS 24" O.C. EVERY OTHER STUD TO BE ATTACHED TO TRUSS 2x12 STRINGERS ONE —� HEADER AND NAILS � BELOW (OTHERWISE ON EACH SIDE AND SUPPORT SEE ARCH PLAN i ATTACH W/ (2) 12d MID -SPAN ONE @ A A INFORMATION. MAX. 4'-0" ABOVE FLOORTOENAILS I .BOTTOM @ ) A34 @ EA. STRINGER ----- 2x4 #2 SPF STUDS @ X X 2x4 SILL PLATE W/ (2) TO LANDING "- 24" O.C. W/ (2) 12d NOTCH FLOOR 16d TOE NAIL EA. 2x JOIST (P.T. IF TOENAILS BOTTOM I SHEATHING TO CONT. BRACE & 10d 2x ATTACHED TO K1_ ATTACHING TO MASONRY ACCOMMODATE 2x NAILS @ 4" O.C. TO STRINGER I I (2) 2x12 SYP#2 BEAM WALL) CONT LEDGER w/ i 2x4 SILL PLATE W/ (2) FLOOR SHEATHING I I I PER SCHEDULE @ END (3) 16d NAILS @ 16" O.C. NOTCH SILL AND 10d NAILS @ 4" O.C. - _ �- OF LANDING FOR MAX. TO EACH STUD. ((2) PLYWOOD FLOORING (NOTCHED @ 2x6 2x12 STRINGERS ONE STRINGERS TO 1/4" x3-1/4" TAPCONS @ TO ALLOW VERTICAL VERTICAL LOCATIONS). I ATTACH 2x4 TO TRUSS ON EACH SIDE AND I I I I CONNECT TO. BEAM 16" O.C. MAX. FOR TO SLIDE DOWN TO ( W/ (2) %4'0" SDS ONE @ MID -SPAN I I I I TO BEAR DIRECTLY ON MASONRY WALL) FACE OF TRUSS SCREWS EQUALLY (III BUILT UP COLUMN SPACED &CENTERED I I I / BELOW.2x6 ATTACH 2x6 VERTICAL VERTICAL AND n IN TRUSS A35 CONNECTION III TO TRUSS W/ (3) %4' x 3" L -BRACE @ 6'-0" O.C. & WOOD OR MASONRY SDS WOOD SCREWS @ ANY OPENING WALL SEE PLAN FOR EQUALLY 2x8 P.T. SPF #2 (MIN.) LET -IN MORE INFO SPACED/CENTERED IN TRUSS SEE PLAN GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, FASTEN TO SLAB USING MIN. (3) 2x4 SYP #2 TRUSS TO OUTSIDE COLUMN 2x JOIST PER SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF MIN. (6)1/4"x3-1/4" EVENLY SCHEDULE FACE OF TRUSS AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND SPACED TAPCONS @ MIN. TABLE R301.5 (FBC 6TH EDITION) END DISTANCE OF 1-1/2" 2x P.T. BOTTOM PLATE HEIGHT OF LANDING SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR PER FLOOR PLAN N.T.S. ST01 GENERAL LANDING & (S�T03 SECTION 0 HANDRAIL W/ SCALE: 3/4" =1'-0" F LOO R TRUSSES SCALE: 3/4" =1'-0" STAIR FRAMING INFO COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. rn U, j co %%J11111111ill, V_ 00 Qat 0 oJ m ® LlJ `° C[ A d —M j 0 ca o <0 0 0 z ®0 0rd�®�C�,� °o� Ao oo00 ��� ✓®��� m l _ LL Uj LL. 0 0 W O Q CL 4C LUz O J Q H W W_ -' Z o O U I - z ©" M U Uj W U LL 0 W (0 W z O V O ° • w ko r1/ V ° o Q z Z LL M 0 W z Lu LU O 0 J rn~E 06 Ci U5 O VJ U' �Z"' QN�_ W ZQO-jLL� vii 0 W ZL W 1� Z0=zWZ E W Ozl-WYO z W LX CL 9 W V 0 I- 0(D M O W Z o a � �o z -- 0 .----- W O N CL z '+ O W G zW W W 0 J W u w = W Cl) X Z a. � W � � G o 0 cc CL C4 W BLDG DESIGN: --- p STRUCTURALENG MCD W DRAFTING: -DESIGN - -STRUCT: JW QC CHECK: MRB U) JOB No. PSQ-0204921 < SCALE: AS INDICATED W DATE: 04/06/18 0 F W X ST1