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HomeMy WebLinkAboutPLANSATIONS: I STRUCTURAL NOTES: I STRUCTURAL DESIGN CRITERIA CODE CRITERIA ES, INCLUDING SOIL APPLIED PESTICIDES, RAVED METHODS OF TERMITE N CONSTRUCTION (SEE SECTION 202, 'THE TERMITE PROTECTIVE TREATMENT, A ,RTMENT BY THE LICENSED PEST - BUILDING HAS RECEIVED A COMPLETE rMENT IS IN ACCORDANCE WITH RULES RE AND CONSUMER SERVICES." URISDICTION'LIQUIDBORATE a BOR-A-COR" PRODUCT APPROVAL DATA MUS T EXPOSES UNTREATED PORTIONS OF WOOD ION F.F. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2' TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LDS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A.615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLJCES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS. APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE 6 MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE ITM C 926 AND ASTM C 1063 AND THE STRENGTH OF 1900 PSI ( Pm = 1500 PSI) 2, MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. IT MATERIALS, EKEAN121ED METAL 913 �' LONG, ++ GAGE NAILS HAVING s 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 10FT, aJ / O - WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE, 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR N THREE COATS WHEN APPLIED OVER 9• TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. WHEN APPLIED OVER MASONRY, CONCRETE. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL N FLUSH WITH TOP OF WALL. STEP (STUCCO) IS TO BE APPLIED OVER WOOD. CONSTRUCTION *ERMEABLE BARRIER. THE INDIVIDUAL I PROVIDES A SEPARATE CONTINUOUS 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE J9 BARRIER IS DIRECTED BETWEEN THE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. #L- IN ACCORDANCE WITH R703.2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND ,KED STUCCO LATH) OVER AN APPROVED FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION 3. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILTTYTO ILE-FASHION IN A MANNER TO PREVENT VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, '0 THE BUILDING STRUCTURAL FRAMING CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SEX) DOES NOT. )A'iIONS. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS NITH FRAME WALLS. WITHOUT WOODEN TOP PLATES. j(p SILLS. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. T FLOOR ASSEMBLY OF WOODfRAME 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.OE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5.LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. D METAL LATH, AND WIRE LATH SHALL B 6.1-MM) ROOFING NAILS DRIVEN ITH PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER JAW 1-IN. d®ERS WITH 60 COMMON NA N 3/4 IN. (19.1 MM), . (25-MM) WIRE VE CROWNS THAN 34 IN. (19.05 MM) 01FASFRASINIG M MBERS NOT STRUCTURAL PLAN 2' PREFABRICATED TRUSSESSHALL BE DESIGNED IN �HEANCE EDITION OF THE DESIGN SPECIFICATION FOR STRESS NG, USE AT WILL OWWM), NA ONAHFOHRESTTEST R MBER AND TS RECOMMENDED BYPRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. fO HORIZONTAL AND VERTICAL WOOD FRAMING PENETRATION INTO HORIZONTAL 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 1ft. (44.5-MM) ERTICAL WOOD FRAMING MEMBERS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS, 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. THAN TRANDS OF LATH OR BE BENT 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED ONTAL AND VERTICAL WOOD G MEMBERS AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS pER WHEN THE LATH IS INSTALLED SHALL 3 RIB LATH, THE SCREW SHALL PASS OUGH, 8. THE SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT QR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. ASIONS FIELD REPAIR NOTES i. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS, 2. FOR MISSED VERT. DOWELS, DRILL A 3/4' DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO THE EPDXY FILLED HOLE. USE ATWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE W #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'A"x 2'A" TITENS TO MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFFS LESS THAN 860 LEIS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4)1/4" x 1.1/2" SDS SCREWS AND (5) 1/4" x 21/4" TITENS ONE EACH SIDE OF TRUSS. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE MISSED, CONTACT THE FOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 W/ (26) 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 70.14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34.43 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION -2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI T-10 ALUMINUM DESIGN MANUAL- 2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 I TL/120 I ROOF RAFTERS(W/0 CLG) LL/3ED TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 *TL MAX 2" UP TO 40FT SPAN * *TL MAX 3/4" * ** TL MAX 1/2" GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) 20 ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 i0 :47 SO 10 TOTAL(PSF) 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE SO (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) SPECIAL FLOOR LOADING WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY 11 BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA@ (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 Qlk 50 24.8 (+) 24.8 (.) 27.1 (•) 31.1 (+) 23.4 (+) 23.4 100 (•) 25.7 1(-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'•0" 16'-0" x 7'-0" 1-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 26.0 GENERAL PRESSURE NOTES NOTES; 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WINMOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. GAME ROOM BO (pSF) COMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS 60 (PSF) STACK ROOMS 150 (PSF) _ GUARD RAIL ® HAND RAILS (d) 200 (PSF) GUARD RAILS IN FILL COMP. (f) 60 (PSF) ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) F00T NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. GENERAL NOTES: SEE FLOOR PLAN FOR ACTUAL PRESSURES 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL. AL DAMS HOMES Of Northwest Florida!• OOC� GULF: REEZE P\RI�1Yi�\Y C"ULF: f'REEZE. FEn�RIDiA\ :�25�3:3 MODEL 2010 � I. III I I GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 ■ INDICATES FILLED CELL W/3000 PSI CONIC. FROM FTR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BF STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 10 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. FOOTING SCHEDULE GRAVITY MARK SIZE DEPTH REINFORCING CAP.(lbs] F1.0 1'-O" X CONT. 1'-0" 2 #5 E.W. BOT. 2000 52.0 2'-0" X 2'-0" 1'-0" 3 #5 E.W. SOT. 7200 F2.5 2'-6" X 2'-6" 1'-0" 3 #5 E.W. BOT. 11000 F3.0 3'-0" X 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 F3.5 3'-6" X 3%6" 11-0" 4 #5 E.W. BOT. 21500 F4.0 4'-0" X 4'-0" 1'-0" 5 #5 E.W. BOT. 28000 F4.5 4'-6" X 4'-6" 1'-4" 5 #5 E.W. BOT. 34500 F5,0 5'-0" X 5'-0" 1'-4" 6 #5 E.W. SOT. 42500 F6.0 6'.0" X 6'.0" V-4" 7 #5 E.W. BOT. 61500 LEGEND INDICATES SINGLE -STORY FOOTING ® INDICATES TWO-STORY FOOTING INDICATES CONCRETE FOOTING 3" VTR PLUMBING RISER N.T.S. f i6 ®-------- --- ------------- --------------------------- PATIO PAD 4" CONC. SLAB FMO3 W/ 8"x8" THK'N 3.1 EDGE I w m SEE SHT (P) FOR COVERED PATIO INFO =o 1 FM19 4,$„ 3,-$" 5'-4„ 7'-0" ,$„ 3.$„ 2,-4" 7'-0" 5'-0" 4'-0" 3'-8" 7'-0" 3.1 1 TYP. @ STEP DOWN 4" CORNER ■ --------------------- '---Oti--------------------------------------- - - -- 11 „TUBS VARY HOS CHECK DRAIN 'II BIBS p i 3.1 3.1 °. LOCATION W/MAN4JM ' I ill i� Ln 2,$„ W' 2;,3„ i Q 1 LAV." LAV.;;" ' ■ N D/W (� Ye\ _____ ------ 301 ------------ _• \ " �� MASON TO COORDINATE W/ BUILDER LOCATION OF ELEC. ' 4 , v . GROUNDINGSEE ELECTRICAL i I 1 SHEET FOR DETAILS ' ro 1 1 ' 1 I 1 TUB I 1 I� UNIT ' W/C 1 ' 4 LAV 1 J 1 i 6" WALL 4 i 1 y\k FM01 '0/4, 20" 2'4" 2'-8" ' 12'-10" II I �66.9 ti ' FM01 3' ap0 �— 1 H.V.A. C. i,P, to in 1 3.1 O\QS,A ' PROVIDE CHASE ' a? ' FOR HVAC UNIT , 1 C{ 1 A/C COMP PAD- 1 4" CONC. SLAB V p 1 FM11 it F i III; �., I 3.1 F311 ' ~ , N r — �� ;I r N r ,'I ------------ ro __ I I rL i I ■ IN IN IN IN IN■ ■ ■ - "- STEP DOWN 4" 12'-10" 7'-2" ' '-4" 5'_2" 2'-2" 4'-0" 2'_2" 5'-2" 2'-0' 2'-8" 7'-0" 3'-4" STEP DOWN I m Z 5 1/2" 10 FM03 (0 io i , zo in X a¢' 0 z F2.S F2,5 3.1 Fn 4 m a LL F2.5 _________________J _- ______ _____i_________ ({7 ' W 1 � ' I • v _ 1 ¢ Z_ 1 8'-5" 4,-8„ 9'_0„ L s^ 1 g ,U I 22'-7" 12. 5, C.J. a ' 1 4 _I � °0 - � FM02 ' o N 3.1 ' NOTE: REVISE FILL CELL SPW/ OWNERS BATH O 4" STEPDOWN FRMENTRY L/BARS TO SIALK FMO9HOSE BIBB3.1 (2) #5 BARS' W/IN EA. F.G_________ --__ _______-----__ , 35'-0" FOUNDATION PLAN "A" SCALE: 1/4' = 1'-0" SEE SHEET 3.1 FOR DETAILS AND SCHEDULES 51 z Z W Z V Z c Q y J N °. < U Z yro w n11■ N W� `� 'a A Y U _ � N 0 0 w EB t/1 C n pQ E as O V V f6 L) ` 0 yc w ` LL m 0 3 = ra�rn 0 8 c man h LY Q P --• Y O Affiliations:�.S p E Consultants: U)LLJ o N p Z y JJ 3 8H ON, LLU,LL 9 0 v Z �� g �,✓DmF w 0) �8 HZZ N a' a � W 25gZ p0p O � ;u y; v._a xS t4'S.. Cc`•¢ J Op (p N CD #; R0FES�'a�'♦ � rearrlrurtt 9 m z 0 p� E o Builder: N ra �A e W 3� W o = N �Q U Z o. M N C J E 'm tCl fi W s O �N ac Uj m ® V 5 S LL O m � o` N `o V Job Informatlon: C C N O O }, a � O m bib O 0 m a Z c LO 0) W U J O M c > 00 d 04 (M !n N (0 U z ~O m s ¢ _1 LLJ .0 F J m (n (n OL10) 2 0 o Revlslons: 1 YV m 2 0` 0 3 m r I Model Name / Number. U 2010 N Plan Issue Date: N ¢" Monday, April 29, 2019 D KA PROJECT NUMBER: s 19-2901 A! 0 Sheet: I� Of: 0 3 FOUNDATION PLAN COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4) - 16d TOENAILS 0 C2 (3) 2 x 4 #2 SPF DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 11/2" 2145 SOS SCREWS C3 1 (3) 2 x 4 SYP #1-OR- (4) - 16d TOENAILS 0 C4 (4) 2 x 4 SPF #2 DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 1 1/2" 2145 SOS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR* * G = 6665 U = 2200 SYP POST & (12) - 16d NAILS 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G = 12000 C6 SYP POST & (12) - 16d NAILS U = 2300 8 x 8 P.T. #2 ABU88 W/ (2) - 5/8" ATR* * G = 24335 C7 SYP POST & (18) -16d NAILS U = 2320 CS 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5-SDS2.5 W/ (14) 1/4" x 2 1/2" SOS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5-SDS2.5 W/ (14) 1/4" x C9 1.8E Fb=2400 PSI 2 1/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT.) ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Fb=2400 PSI HDU8SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** - C11 5.25 x 5.25 P.L. 1.8E Fb=2400 PSI HDUS-SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8-SD52.5 W/ (20) 1/4" x C12 Ku �WOLMANIZ 7+8" EPDXY 7870 D IF ANCHOR, 0 ATR GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF IC) COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (LSE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING 8d 0.131" X 2 JA" OAW" X 2;6' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148" X 3'A" 0.131" X 3 1A" NAILS & TOP PLATE 12d 0.148" X 31/4" 0.131" X 3 14" 8" O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131" X 3" 8" O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 16d 0.162" X 3 11 0,131" X 3 1/a" (2) 16D(COMMON) SEE PLAN (3) 16D ( GUN NAILS) BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(plf) TOP BOTTOM NO BW1 16" (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT BW2 SP2 W/ (6)-10d SP1 W/ (6)-10d 16" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 402 BVV3 16" (2)SP2 W/(6)10d (2)SP1 W/(6)10d SPF 803 STUD 6 16d PLATE STUD, 4 SOd PLATE NO BW47 116" (2) 16d TOENAILS (2) 16d TOENAILS SYP UPLIFT BW5 SP2 W/ (6}1Od SP1 W/ (6}10d 16" STUD, (6)10d PLATE STUD 4 10d PLATE SYP 439 (2) SP2 W/ (6) 10d SP1 W/ (6}10d BW6 161, STUD, 6 10d PLATE STUD, (4) 10d PLATE SYP 878 NO BW7 12" (2) 16d TOENAILS 2) 16d TNAILPF ( TOENAILS S UPLIFT BW8 SP2 W/ (6}SOB SP1 W/ (%iOd 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 535 BW9 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 1070 BW1D 12" (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 BW11 SP2 W/ (6)-10d SP1 W/ (6)-10d 12" STUD, (6)SOd PLATE STUD,(4)10d PLATE SYP 585 BW12 (2) SP2 W/ (6) 10d SP1 W/ (6}10d 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SYP 1170 BW13 NOT USED OUBILE 2x TOP PLATE TOP OF WALL , SEE PLANMASONRY WALL OR CIF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH SEE MS03/S-1 FOR NO UPLIFT CONNECTORS g ERG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BEIGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS TPER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2" A.B @ 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. -. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. 7/16" OSB PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4"oc SEE GENERAL NOTE#8 BRG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP 41 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SIPS AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PUKE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFO6/S3,1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSS PLYWOOD W/ 8d NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS, SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE S. IF THE BEARING WALL IS INDICATED WITH THE 8W1, BW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d=0.148' DIA. x3" LONG BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M OSS FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12' OR (2) SIMPSON HETA16 TO CMU O.C. TYR EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.C. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -1 3/4" x 11 1/4" LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4" x 3 1/2" SDS WOOD OR (2) SIMPSON HETA16 CMU OR (2) SCREWS @ 16" O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2) -1 3/4" x 11 7/8" LVL CONNECTION: PROVIDE (2) M5 2.0E Fb=2600 PSI. NAIL BEAM TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4" x 16" LVL 2.OE Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) MFi TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/1/2" FLITCH PLATE THIS SHEET (2) - 1 3/4" X 11 1/4 ATTACH TOGETHER W1(2) ROWS 1/4" X 3 112' H5 LVL 2,0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE H6 (2) - 1 3/4" X 7 1/4 ATTACH TOGETHER W/ (3) ROWS 1/4" X 3 1/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP, EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS RECI. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 1'-O" - 3'-11" (1) (2) (1) (2) 4'-0" - 9'-0" (2) (3) (2) (2) 10'-0" - 16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" D.D. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. (*) SLOPE MAY VARY 24"' MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION rf, Erii I BEARING (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 2W CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION OPTIONAL CURB FOR F. F- VARIES MASONRY 0 ELEV. 0'-0" ; T - 7- W/ (1) - #5 BAR CONT. x 2 STORY: 20" X 2. REINF. N W 3 -#5 T. SEE PLAN - _ (2) # 5 REBAR FM01 I SINGLE STORY FTG 11/2"=1'-0' I FM02 SECTION @ GARAGE 1/2-=1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN CONTACT FOR OR / REFERENCE FMASWW FOR STEM WALL OPTION REINF, SEE PLAN F.F 8(1) #5 REBAR CONT. 00 c ( N E N' # 5 REBAR FM03 I THICKENED EDGE I 1/2"=r-o" OFMOS I 2-STORY FTG. 1/2" 1'-0" r (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. 2x BRG. WALL IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION (SEE FLOOR PLAN FOR MORE INFORMATION) PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND x-- F.O.M. EACH END, TYP, A. GAR. FIN. FLR. � 4" 16" 4" ALIGN DRIVE W/ BOTTOM OF (2) #5 REBAR 2 STORY: 20" X 20" RECESS & PITCH DRIVE a 4" CONC. DRIVE W/ 1/2" EXP W 3 - 5 CONT. 2 STORY: 20" X 20" JOINTS 10" O.C. TYP. 16" (2) #5 REBAR W/ (3) - #5 CONT, FM09 I SECTION @ GAR. DOOR 1/r'=1-o" FM10 INTERIOR BRG WALL 1/2"=r'-o" 2x BRG. WALL 2 STORY: 20" X 20" SEE FLOOR PLAN W/( 1 3-#5CONT. FOR MORE INFORMATION) CC r MI N I 4" 16" 4 FM11 I STEP DOWN BRG. REBAR SEE PLAN s 1/2" =1'-0' 1 FM12 I STEP DOWN NON BRG. 1 1/2" = i SEE PLAN OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x 16" u01 SEE PLAN ELEV. 0'-0" WITH � CURB 0 w TYP. SEC. (1) #5 BAR CONT. -I I (G.C. VERIFY) `a0 �I I 2 F.F. REINF. g 6 . �, • ` _ _ _ - - ■ (SEE PLAN) d 2 #5 CONT. INSTALL LINING w Q 2 #5 BENT BARS W/ MATERIALS PER y to MIN. 25" LAP SPLICE FBC-R P2709.2 MUDDED FUR. 16" SLOPED TO DRAIN MIN. #5 CONT. FM14 I SECTION @ RECESS SHOWER 1 1/2"=1•-O" FM18 TYP. STEP FTG. DETAIL 1/2-=V-0" ALTERNATE: REINF. THE REINF. BARS SHALL BE #5 CONT REINF. GRADE SEE PLAN CONTINUOUS AROUND CORNER BY COLD BENDING THE BAR WITH SEE QUANTITY FOR MIN. BAR LAP OF 25" QUANTTIT #5X25"X25" CORNER BAR ONE F1 FOR EA. HORIZ. REBAR, TYP. U.N.O. a - (2) #5 REBAR FM19 I TYP. CORNER BAR DETAIL A/C CHASE J 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. 1-1/2"=1'-o"I FM23 TYP. FIND PENETRATION STEMWALL SCHEDULE STEMW FOOTING DIMENSION MAXIMUM NUMBER/SIZE OF BARS LAT. F.C. SPACING (D.C.) HEIGHT (n) RY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL 0'-0"-2'.0' 8" 0" 16" 20' W/ (2) #5 BARS <674# 6'-8" >2'-0"-3'-4" 10" 10' 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'<I" - 4'-0" 12. 12" 32" W/ (4) #5 BARS 845# 4'-0" W/ (5) #5 BARS CONT. >4'-0" - 5'-4" 16" 161, 48" 48" & #5 @ 18" O.C. TRANSV. 1182# SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. SPACING (D.C.) W.W.M. TO BE TIED TO #5 CONT.REBAR (1) #5 HORIZ. CONT. TIED EA. VERTICAL REINF. BAR - #4 TURN BAR # STEM WALLS GREATER THAN 4'-0" (1) #5 HORIZ. CANT. TIED' EA, VERTICAL REINF. B FIN GRADE - TO TOP OF STRIP FTG. COMPACTED CLEAN FILL IN MAX 12" LIFTS i STRIP FTG. W/ F REINF. PER DOLE (3 SHO I COVER d FMASW I STEM WALL SCHEDULE 1/2" = 1 zj: TICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL IN CTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACI TED IN SCHEDULE 2. W.W.M. IS RED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND ERT. F.C. ABV. FDN. WALL WHEN ST LL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND PER PLAN SPACING 44 TURN BARS ARE [RED @EACH FILLED CELL LOCATION. EACH BAR TO EE NOTE TIE INTO VERTICAL BAR TEND OUT A MIN. 4'-0- INTO SLAB/ STEM pg 3. IF STEM IS REQ'D TO BE HIG ONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MORE INFO ION 4. G.C. TO PROVIDE ADEQUATE BRACIN STEM WALL WHEN UNEVEN BACK *16^ FILLING IS TAKING PLACE .C. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LE KNOCKOUT BLOCK @ 16" n . O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL REATER THAN 4'-0" TALL (TYPICAL ALL CORNERS) 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATUR NDATIONS TO BE A MINIMUM 12" BELOW BOTTOM OF POOL OR WATER FE E. *SEE NOTE 5 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY G ED. 8. R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL TUTS ..5,� ©va ' Z Z S Q o_ DV) V/ itswO c MF E N /o m o °u fB U 0,10 h 0 w aLL�m '.oYg 6 U 'o g$ no �a a d IVI Affiliations: ♦ I Consultants: sw �8 N go Lo F w Lo � u g :5 Lid LL Ed B w a 1i ayE Qa?�LLauw iw ON a: rny5 d � Z 2 N uj w n � K •" 1 n ♦ I Builder: C Z Q � 3 C4 LU �a U a J LIJ W �y N Z F W p O L.J� O O > > M CD c ♦ 11 Job Information: O c O N f6 a m O T N m z C.0) �_0) <-I w _J 0) m > 00 N � m 6 fn � f0 N v z m N CL - p_jwZ)�q t JmV)wL010)° ♦ I Revisions: 1 YV 2 3 ♦ Model Name / Number: 2010 ♦ Plan Issue Date: Monday, April 29, 2019 ♦ KA PROJECT NUMBER: 19-2901. Sheet: 3w Of: SCHEDULES & DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 2,010 x 3 = 6030 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,580 SUBTRACT 100 % OF FIRST 10,000 -10,000 A= 24,580 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 24,5SO) = 9,832 + 100% OF " S" = (20,000) = 20,000 TOTAL WATTAGE = 39,832 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 166 200 AMP PANEL PROVIDED LOCATION OF BARRIBR TO BF TV- IN FRONT OF MECH, OR"P. WI16N %WIRW MIN. 112- DI DIA SCRA112' L PIPE 1. WLVMIZFD. WATER HEATER PROTECTION � ® .6'DIA BCH./O STEEL PIP. 0 9%'WEOOE WATEAHEATFAPFOTECIIOH A A ANC iswi MM MA%.0000:7EMBEDMENT fdP OF9LA9 SxS TE b 1, i 1.+..:.�. J 7-tip N. (' • ....I CONCRE T "--1 SECTION A -A FOWINO FM24 PROTECTION BARRIER N.T.S. ASSUMED EDGE OF WALL Q 0,�2x(BWALL ro (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. WE GFI DISCONNECT w tTj U w W IN SEE SHT (P) FOR COVERED PATIO INFO W/ COVERED PORCH OPT. ADD CLG. LIGHT LOCATION CENTER OF PORCH AREA AND BRACE FOR POSSIBLE FAN PRE -WIRE n c=D_� FAN A \ PREWIRE OPT \, 1 i .f AN, I4L- - - - - - - - - - - - - - _ - - _ - _ _ _ - _ _ _ - - I I I I I I I I I I I I I I I 1 I I WP GFI J1 I--, FOR D/VJ .\ Fl --------- I r � ® r I FI I I O FOR HOOD � I di)1228 I GFI F 1 1111� \I1 220 c_DS_y FAN GFI PREWIRE OPT 220 I I F I r GFI , l u h @424 / 'L — J 2" W.H. 220 @ GFI , f (b-(�I 1 gnic ELECTAR5 j % IF REQ'D BY CODE I I NOTE: / LOCATION OF METER AND PANEL BOX TO BE BY BUILDER. IF NO GARAGE SERVICE DOOR IS PROVIDED A DISCONNECT SHALL BE ADDED AT METER LOCATION. U w W LU a w o- w GFI @ 42" GFI (� FOR GARAGE DOOR OPENER ----------------------------------- I I I I I I I I I I I I I I I I I I I , I I I I I I I I I I I I I I I ttl---------- COACH LIGHT �a / - I I LIGHT x WP GFI I _ _ - — - 1 __------__c_e__L_�y ----- --- -- —� COACH LIGHT NOTE: KEEP COACt} LITES OUT OF BANDING, QUOINS, AND ROUND COL MNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. LIGHT GETS DELETED w/ MASTER BATH OPT. SHOWN BELOW (b 7 AT ELECTRIC IF REQ'O BY CODE LOCATE CHIME ON PLANT SHELF WHEN POSSIBLE. OTHERWISE VERIFY LOCATION IN FIELD M ATTIC ACCESS T \ , \LIGHT FAN W/ L Jj ELECTRICAL PLAN "A11 SCALE: 1/4" = 1'-0' ELECTRICAL NOTES" UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39' AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12"AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4, ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBC-R E3902.16 ALL 16 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. S. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10, IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBC-R E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES, PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ 12 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE -0 11 11 TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLE)( OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT In '2 DOOR BELL CHIMES It WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET Dp P DISPOSAL TV T.V. CABLE OUTLET DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® L.E.D. DISC LIGHT J ❑ JUNCTION BOX O WATER PROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICALCONTRACTOR 150 OR 200 AMP SERVICE 150 = #1 COPPER OR 210 ALUMNI. 200 = W COPPER OR 4/0 ALUMN \ I / IN 2" CONDUIT METER UNDERGROUND SERVICE BY-- POWER COMPANY INTERSYSTEM — AN BONDING TERMINATION MAIN DISCONNECT 150 OR 200 AMP DISCONNECT # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL #10 COPPER TO WATER HEATER # 8 COPPER TO RANGE /�/ # 8 TO HVAC `#4 GROUNDING WIRE WITH CODEAPPROVED CLAMPTO EITHER a) APPROVED GROUNDING ROD W/ MIN. 6' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. Z z g a {4-J W O W \.� o2 �MF� EE U �=g m 0 c W M� O u M 6 D y 0 - � N Q n g Q P 6 Affiliations: A 11 B D. \/ VI Consultants: y " R 1 e r'n .i N cc m H 8 .yaEp gt�1 Eli NS F-Spp i1n0 aInN�Z J� gS2C a 02 0 QMNZ0 LLYJ-LL c $ ���a�s2S fn a O iSS ere�¢c" C7 5 ui a: o N LL(r m �.d 'nNO3C z < Oi N gip, e @g8' U C ,S LE 2°1rZ3p0 z¢�fN+IU S Q T1 C_ Y .2 (} N 6 ILL Y9 di J� ❑ ZV [Q Lri M W w O Q C e� LLF. �U ❑ ❑ ❑ ♦ I Builder: Q to 3to N W �Q U ao J It N W N Z F W Qjx C7 o 0 a IV I Job Information: 0) C O L `y a� t6 a o > z 0D] 2_0) c-I w J N (n CO N M (n 4D N v z 0JW�� tf tf Jm(i�UiD`ooLL IV Revislons: 1 YV 13 Model Name / Number. 2010 Plan Issue Date: Monday, April 29, 2019 KA PROJECT NUMBER: 19-2901 Sheet: 4 Of: ELECTRICAL PLAN OFF RIDGE VENT VENTILATION CALCULATION Formula = SF / 300 / 2 * 14R = net sq inches of venting needed equally for Intake and exhaust Soffit product provides 4.12 net sq in / sf 6 12 _ 6rj OF BLOCK SEE SHT (P) FOR COVERED PATIO INFO -,,- [ _ tMD9W HLAPHGT--------- -------------- LITE TEXTURED DECORATIVE io CEMENTITIOUS COATING FIN. FLR. L OF BLOCK W'DOW HEAD HGT 0 i» ap io FIN. FLR. LITE TEXTURED DECORATIVE CEMENTITIOUS COATING OFF RIDGE VENT 9 DFF RIDGE VENT SEE SHT (P) FOR COVERED PATIO INFO DBL 25 SH 1.0" 2868 DOOR KEYSTONE D ET. DEL 25 SH OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4" = 1'-0" 0 In OF BLOC I FIN. FLR. REAR ELEVATION SCALE: 1/4"=1'-0" a 6" RAISED BAN 16'x7' 32 PANEL OVERHEAD DR. OFF RIDGE VENT LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 35 SH BOW TOP I 3068 S.C. J w/ KICK PLATE 42" HIGH HANDRAIL w/ SPINDELS SPACED 4"CLEAR SPACED MAX Ridge vent provides. 18.00 net sq in / If Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F. of Area to be vented (SF) 2770 s.f. Total needed for exhaust for upper 1/3 665 nets inches Total needed for intake (soffit area, lower) 665 net sq inches Number of Off Ridge Vents for upper 1/3 needed 5 L.F. of Ridge Vent needed (can be used in combo with ORV) 37 Lineal Feet of Soffit needed to meet required 121 Lineal Feet of Soffit orovided by nlan »a 35 SH BOW TOP 12 �6 SEE SHT (P) FOR COVERED PATIO INFO _W'DOW HEAD HI 32/2 SH TOP OF BLOC 0 0 iD FIN. FLR. RIGHT ELEVATION SCALE: 1/4" = 1'-0" DBL. 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING FRONT ELEVATION "A" SCALE:1/4"=1'-0" Z �1/ Z v I� 4- w Q " oo i� C oM00 m — `o r U �PP Q 0 ♦ Affiliations: �( / Kn WDS ♦ I Consultants: w m v n 8 n ti V c W O qp N g Q n m 2 ® cy 50)NaGMao w So Q �¢� W D_ N LL X N 2 z .0go o LU � y";8�g, Wi $ mra!i Q 12 T45 ❑4 A� :3 os,909 1 ♦ I Builder: 3� W N �a U a � J NO W 0 L C7 m Z O 0 In M C9 c 1♦ II Job Information: 0 t `} a_ j C � O z(' O O Lo Lo 0) w J N () > 00 04 @ V zri •� J m (I) U) o`nD I0- Revisions: 1 YV � 2 Model Name / Number: 2010 IV I Plan Issue Date: Monday, April 29, 2019 V1 KA PROJECT NUMBER: 19-2901 Sheet: 5 Of: ELEVATIONS - A SEE DIET. TB03 G.C. TO PR( BLOCKING' W/ APA RE( FOR SPAN F 7/16" OSB. SEE DETAIL 20'-0" MAX 20'-0" MAX " ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS EQ. d W 0 CONTINUOUS BOTTOM CHORD v "X" BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL T804— — — — G )VIDE DETAIL T801 d. 0 COMPLY IOMENDATIONS— ATING OF — — o T603/S-4 O� Z W Q a O b e-I � - a Q a � — — — — EQ. TOP & BOTTOM CHORD GABLE END BRACING @ ` 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN =1'-0" O FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 ROOF NAILING ZONE DIAGRAM O NAILATBASE 2ROWS@4"O.C.W/8dCOMMON NAIL ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 INFIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD W/8d COMMON NAIL (NOTE: IF 5/8' PLYWOOD IS USED, CONTRACTOR MUST USE 1Od RING SHANK NAILS) FU PLYWOOD SPLICES @HEADER - NAIL SHEATHINd TO HEADER NOTE. W/ 8d COMMON NAILS @ 4" O.C. O (2) 8d NAILS @ 3' O.C. TO EACH TRUSS END OR @ VERTICAL ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 MEMBER IF GABLE END NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN A31" X 2 1/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8". STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 1 3/4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD, FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32"DEB 15132"SB (2)-2x TOP PLATE EXPO UR BEYOND EXPOSURE 1 SHEATHING SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET W SHEATHING 2X RIBBONyPnrlcAL OR - BLOCKING BETWEEN FLOOR SYSTEM 8" /4x I S 1/2" SINGLE NAIL EDGE SPACING QQl! ----------------- M _ _ _ I — 1" — I II II II SOLID 2x LUSHEATHING I I II II BLOCKING @ ALL UU WEDGES(SEE II IISECTION j'' X-X) oIII III OPENING III II - - -III 1 I Iu III III III fill pl n u III II II II I II I II II II 111 II II II I III �� 2x STUDS W BEYOND, N SEE PLAN o y r _ _Ir I I I 1 11 1 11 II 1 fill 11 H 111 11 11 11 1 I HORIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL SPACING 2x4 P.T. BASE PLATE BEYOND SEE PLAN W Z z w0 a0�a_ }�k� N pp vA3 0`rA Q uj W M UL 00 AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL WI 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL WI (4) 8d NAILS (2) 8d NAILS @ 3" O.C. ALTERNATING STAGGERED BLOCKING SECTION X-X 'CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S T>P Ao-- CONNECTOR SCHEDULE FOR: ADAMS HOMES - 2010 ELEV A TRUSS ID BEARING POINT TRUSSACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN RATING FASTENERS NOTES Cl - C5, E7, H7 L/ R - 465 # or less HETA16 / PER TRUSS MFG 1810# (9) 10d x 1-1/2" H6P L/R -446.#or less H2.5A/PER TRUSS MFG 600# (10)8d B02 - B06, D01 - D03; D05 L/ R -885 #or less HETA16 / HETA16 1810#/ 1810# (9) 10d x 1-1/2". (9) 10d x 1-1/2" B01 L/ R - 1940 #or less (2)HETA16 / (2)HETA16 2035#/ 2035# (10) 10d x 1-1/2" (10) 10d x 1-1/2" A01-A09 L/M/R -1684#or less HETA16/HETA16/H10A 1810#/ 1810#/ 1340# (9) 10d x 1-1/2" (9)10dx 1-1/2" (18) 10d x 1-1/2" A10 - A15 L/ R - 869 #"orless HETA16 / H10A 1810#/1340# (9) 10d x. 1-1/2" (18) 10d x 1-1/2" A16 L/ R - 1712 # or less (2)HETA16 / (2)HTS20 2035#/2900# (10)10d x 1-1/2" (48) 10d x 1-1/2" A16 SUPPORT COLUMN R - 1712 # or less DTT2Z 2145# 1/2 WA. (8) 1/4 x 1-1/2" SDS SCREWS TRUSS MANUFACTURER: DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS: 4/24/2019 L=LEFT, R = RIGHT & M = MIDDLE BEARI NGS BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALL CONNECTORS ARE SI MPSON PRODUCTS SEE SHT (P) FOR COVERED PATIO INFO Lem y, C1 C3 C5 24" 0.." SPACING U 0 J CIL 2 " SP ING U o J ,� C3 C5 C1 E7 E7 E7 7-0-0 7-0-0 E7 L) o 50 E7 E7 � ❑ W h13 a > E7 E7 E7 E7 E7 E7 p E7 E7 E7 E7 E7 E7 E7 C U q zo A U q OD E7 E7 E7 E7 E7 E7 C5 C3 E7 E7 O2 E7 ll 11 1 11 C1 D03 ODD SPACE C5 8'-0" CLG C3 M y C1 L C B TYP. U.N.O. TYP. @ HIP CORNERS TRUSS LAYOUT "Atl 1 D03 8'-0" CLG Dos D03 Q D03 o D03 a D02 D01 YC5 `_ tC3 C 1 C 1 U SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MAW TYPE CONNECTOR& rAsT(NERS SPr %YP CONNECTOR&rASTENCRS SPF SOP OFRAME TO HETA15 w/RQlW x I IW OR HTAIE wl HO)I N x 1112' OR MASONRY HETA20 W/(9)1W x110 1J]5 1810 H'A20w1H0)10]xi lit' 1565 IBIS O FRAME TO FRAME Wp W(t0)MNAL5 RM 6W Rl]Aw1110)WNAILS m 6'/0 © FRAME TO HIOAW(18)10dx I IM' 1016 IUD Rr`dAWHT)IOdx 112" 1160 I8N FRANS, H10A-2.418110E x1 i2"AT2PLYTRUSSE6 1070 tub RT162W06)1Wx' la"AT2PLYTRUSSE8 S/5 1169 OFRAMEM 0 MT312W114110dx11:Y(ATEXTERIOR VTW12W(14;10dxlln-(TECTERIOR FRAME LOCAIIONNCLIIDE(3) 12c 10ENA1L9) 6W INC LOCATION INCLUDE(3)12d TCENNL9) loN VIM OFFAMIETO E MGTw(22110d VAILSAND6r A.T.R. WIT 3W 3885 MJCT16W428j1Od WOLSANOWA.T.R.wI 33N 44% MASONRY EIAdEUMENI W/SIMPSONSEr EPDXY 12'EM3EDMENTw/SIMPSON'9EI'EPDXY FRAME ro iRS20 wllu)1Nx114T IATE%TERIOR HTW20 wl(2411Nx11M'4AT EXTERIOR OF FRAME IOCATIONINDl UOF 13112E TOENAILS t246 lnW LOCATION ING UDF(3)12d TOFNAIIS t286 1350 OFRAME TO ODHTSPOw/43)12d x 11T:AT EMERICR (2) HTW2OW(48)IOd" 1 V2'(ATEXTFRIOR FRMIE LOCATION INCLUDE(6)12d TOENAILS 2480 29N LOCATION INCLUDE M)12LTOENAILS(EA) 257C DOW FRAMETO HDT2 W (1 B)1N NAILS AND DD Ww' A.T.R HUGT2WH6)l9d NAUSPND(215I8" AT.R. © MABON3V w/12'EMBEDMENTWSNPB WWr DIES low w/ 12'EMBEDMENTW SIMMM-SEr 7020 9T90 EPDXY(HGTa FORS Y) EPDXY(HU3T3 rOR 3.PLY) FGTR W(18)IN" x S' SOS WOOD SCREWS RFUSwl(12)W83WOODSCREWSAND OFMMETO MASONRY AND (2) IM' x 5' TREN HD AM: 1 NOR BOLTS 3BN 5000 (4)Y4"x O'WFOGEBOLT 36W 550D ©FRANS TO (2)LOU- 132) 1N SINKERS B(14) 11Px21A- 372" 4300M (2) LUOT2 w/ IM) 1N SINIMSA(10) 3100-M 310DM MABOWY; FRAME T1TEN(2PLYTRU9S) OR(2fl)1NSINKFRS FOR FRAME iEA) 357" 41011.E 14' A S' WEDGE SOLT(2 PLY TRUSS) OR (32)16d SINKERS FOR FRAME (FA) 380NF 4B'10.F FRAME TO (2)LOr6 w/(24) 1 W. 3" SDS 9CNEW8 14 WGT3 w/(24)1N°x21rz•'w923 © MASONRY &(8)38" x S' TITEN(2 PLY TRU65) OVON SCREWS&(4)3rb'x 5-WB(2 PLY TRU63) F "'10F FRAME OR JN) 16d SINKERS FOR FRAME IEq) 8010� OR(86) 1M SINKERS FOR FRAME (EA) S �\ BEAM TO HU410OPT HUC41U wl (1811g18110110d DtY181Y1 HOAtOOPT X0.1161F w/(1811fitl8 HTIDE M484n O BEAM TO MASONRY i HIM. OPT HUC46 W(M iN NAILS& 02)I9"x 2 WVMMN(TO MAE.) GpiMO Logo ON30W U91135 HAS OF I HU48Wl(6) 1N NAILS& (12)IM" x234" TAPCONS(TO MAS•) Gk1690 UPI 140 Ok3000 Uk1140 FRAME ORN2)1W&oDIOJ(FORFMME) SYP'F SYRM OR H 2) t6d&(6) 16d 1FOR FRAME) BYPf S'RM FRAMETO (2) HETAl6 OPT (2) HETA20 20M E635 (2) HTAi6 OPT (2) HTAN low 1618 M MA60NRY FP.Y 11R'OR 2500 25N UPLYw/(i6)1Udx 11M'OR 3170 92W PLY.IOtlx 2ALY wl (12118d 2-PLY w/(12118d HTSM16wl(8)IOd NAILSANO(4)1/Wal14' 1010 1176 HW#V16w1(8)10d NAL9AND(4)1M'k13:4' 1148 124 1APCON9 WEDGE.BOLT OFRN4ET0 N MASONRY HTSM20W(HoINNAL9AND14)1l4"x4V4' Cal TAPCONS 1010 HIS M25w1(10)10d NA1CSAND(gtN'M3V4" WEDGE-SOLT 1146 1225 ©FRAMETO H109 W DQ N x112" NAL9 AND 1213/8'X4' 915 1N5 WGT1 W DD N xl W- WJLSAND (W g95 JOGS MASONRY TTTANHD 3 A.-WEMEEOLT T.HM) .'1( XCXRWOOD OTE-7ZW/I87 V4'x11WW918WOOD OFRAMETO O MASONRY WREWSNIDII)IIPBA.T.R.EFCXIEDM 1835 2145 6CREWBAND('1)I2'BA.TR.EP=EDW 1835 gI11P80N'BEP ISEE NOTE #4) SIMPSON"SET"(SEE NOTE No FRAMETO HIT& w1126) I N x212' NAILS AM (1) 513' H HTW5 W(N) I W a lff NAILS AND (1) RO MASONRY A.T.R.EPO%IEO wI SIMPSON'SET' 4375 5080 98'BA.TA. EPDXIED WSMP60N"SET" 5005 (SEE NOTE M4 BELOW) (SEENOTE#48ELOW) FPMg 80 T00 HTT4WHIII Nx21rz' NAILSAND(1)6S'H HTT98 W(ifl11N x111Y'HAILSAND(i) ® A.T.R.NRY EPDXIED WI SIMPSON SET' WO 4235 Sfl^B ATA. EPDXIED WSMPSON'SET" - 410 (SEE NOTE M SELOW) (SEE NOTE N4 SELOM O rRFRAREO HIM WIN) 1N xi 1M RAILS $70 1010 LUGT 1.1(23) 84.11M' NAILS 8B5 JOSS TO HMSKT w/(QIN"xi lM SIDE WOOD RT16M w/ (9) IN x'. 1M'NAILSB OFRAME U MASONRY SCREW$ & (5) 1AW IW TAPOON6 am m' (4)11V x 13/4' TAPCONS 1395 1395 VGT W1116) I/4•WW6 WOOD 6CREWS& OFRAMETO V MASONRY M&COATKEPO%IEDwI SIMP90N"SET' MISS 4940 W 1S MM. EMBEDMENT TO (2)VGT W/(32)IW' 'SDS WOOD SCREWS OrRAME MASONRY &(2) WA AT.R. EFOXIeG W SIMPSON 3178 71M "SET' W 1r NK EMBEDNENT O FRAME TO VOT w/ 116) IN"W SIDS WOOD SCREWS S HDU4bDS25w/110)1MX21/2"SD6 WOOD 32M 4W MULTI 5 W(22) IN VAILS& MTT45 W(18) 4160 FRAME BCREW38 (1) 518'H A.},q. 1NNAILSB(HSWOA.TA. - FRAMETO (2) 4776 W (Wo MOW IM NAL9 & ()) HTT46 W (62) l6d'Y U12 NAIL3 O ,..i, /1�C:A•PATR IFFFNflT — 4375 5090 „,e ." . ,eeeM." SOBS I 2. ALL MUSSTOTRU38 CONNEMIONSMEPROVIDEDBYTRUSBIMNUFACTURER,IIN.00NPLAII. 3. DO MAY USE OTHER SIMPSON OR USP CONNECTIONS.BE[ 'PAMING PLAN FOR CONNECTOR CALL OUT. 4 FORSNGI.FAYTRJ S,SCABONFUILHFIDMSYP#12YA"TOTRUSSVERNCQWFBw1(2)ROWSOFINNALSOO'O.OSTAGOEWO 5. MINIMUMAT.R.FMBMMMT:r EMU MEHR liZA.T.R. GEMBEOMEMFO M"A.T.H.B'EMEDMENTFOR7R'AT.R(IFATSTEP, DEPTH IS FROM LOWER SLAB). AD MNIIMLCONJECTCRUNOMPRAMNCP.AN CONNECTION FOR ALL ROOF/ FLOORTRUSSES TO MASONRY WALLS LINTELS/1CF WALLS UNOON PLAN 2 CONNECTION AT24.OR 32OC. PENDING VERTICALS FORALL FLOOR TRUSSES PARALLELTOMASONRY WALLS SEL DETAIL F8121D3FOR MORE INFORMATION 3. CMNECTIONMRAILHWJACK(COMFRJACK)TOMASONRYWAIWUWAN.WLINWL9 4. CONNECTION='ORALLCONTNJOMRNBOPRDTOTO MMP3(X4RYAT3YO.CMAX.W(1)ATEACH CORNERO.C.TOVERITYLOCATIONDOESNOTCOMLICT AOrAMPMLE)LAYOUT B. CONNECT ALL FLOOR TRUESES70 INTERIOR SEARING WOODWAL/SEAMB F1 C)l2d TONAIM BO MNIMALCONNECTORUNOONrRAMNGPUAN I..i� 3CONNECTION=TJRJACKTRMSTOWOODWA LORBE,M \V2 MNIMLCOW4ECTORUNOONFRA/NG PJJ4 ROOF FRAMING NOTES OFING SYSTEM (SEE ARCH.) OVER MIN. 1/2" COX (4 PLY) PLYW00 METAL G SYSTEM (BEE ARCH. OVE - EERED W000 TRUSSES AT%L FRAME ROOF. (SEE PLAN FOR SIZE AND SPARCHITECTURAL TION. 2.THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSS EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1,1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS 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 PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW 15 NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST 0 - —METAL DRIP EDGE C.M.U. OR ICF WALL SEE TYP. WALL - _- — � 2 xSUB-FASCIA SECTION .F—ALUM FASCIA O 2x BLOCKING NAILED 1X2 MIN. P.T. FASTEN TO TO TOP CHORD OF EVERY C.M.U. w/ 1 1/2" LONG OTHER TRUSS w/ T-NAILS @ 2'-0" O.C. - (2) 10d NAILS AS SHOWN SECURE JCHANNEL @ 12" O.C. - CONT 2 x 4 NAILED TO BLOCKING W/ (2)12d OG.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=r-D" w pMp zZ Z Z O fy Q Q4 WCL Z N C9 Q) � .{J LL1 C6 p 0 W (Dfj) o 12� a� N F- -m a� U iNilliw/ W OD -0 2 O 4) C N Q Q '� •S v O ♦ Affiliations: A [ BD� j ♦ Consultants: Z N to � U) L2 NLo . uj �m_z W LL A � a. �gryry Qpp� LLQ Z WbiYtEJmk Z . g A QI m ddS77 �y� I- 1 ♦ I Builder: a N �a w U o aLLI � W no 2 vJ LL J W �W v 9 0 �.3 a 1♦ II Job Information: d C 0 y / O 3 � O O O _(D O CO z 0) LL.I rn m co N cf m Y N z oJWZ�I- ,r J m (1) (1) LI) LOL ♦ Revisions: 1 YV 2 / I Model Name / Number. 2010 F Plan Issue Date: Monday, April 29, 2019 F KA PROJECT NUMBER: 19-2901 Sheet: 6 Of: ROOF PLAN A LINTEL SCHEDULE CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO - LINTEL BEAM: 1 COURSE LINTEL Lu- BLOCK W/ 1 # 5 BAR & SOW PSI NON-SHEARWALL SEGMENT GROUT, MIN. 25" LAP (ACI 530) H I I I I I I I I IM'fl'TK TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WRHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 3DOO P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25° (ACI 530) TDP OF SLAB SEE PLAN FOR TOP OF WALL AND LINTEL INFO. (PRECAST LINTEL - SEE LINTEL SHEET FOR SIZE OF LINTEL) PRECAST LINTEL REG. OR RECESS •.t: TRANSOM OPENING >•`-•FRAME INFRLL " • AROUND WINDOW BY BUILDER SEE WFOI FOR MORE INFO (2) 2X8 WOOD HEADER TURNED SIDE WAY ATTACHEDTHE FIRST PLY 2XS TO MASONRY WALL W/ SIMPSON HUS26 - HANGER 6 EA. ENO. USING (6) 3/16" DIA. X 13/4" TAPCONS INTO MASONRY & (4) 10d X 11/2" NAILS INTO HEADER. THEN APPLY THE 2ND PLY TO THE 1ST PLY W/10d STAGGERED 0 6" O.C. CPENING- - F.C. EACH SIDE SEE PLAN MS02 I TYPICAL SHEAR WALL SECTION N.T.S. MS07 I LINTELS AT ENTRY DOOR w/ TRANSOM NT.S. SIMPSON SP2S TOP AND BOT. W/ 12 30d NAILS 2-2x4 SPF @I EACH STUD TOP PLATE SIMPSON LSTA313 2 x 4 SPF AT i w/11-10d TO PLATE I6" O.C. m & 11-10d TO COLUMN TYP. TIE BEAM W/3000 P.S.I. CON. W/1 #5 REBAR CONT. SIMPSON SPA W/(6)- 10d X 1 1/2 USP 15TA30 SIMPSON A34 W/ (e)4d X 1 3/2 SP6 OR SPS FOR 2X6 AN 2x8 WAL65 W/ 22/10d NAILS NAILS 0 TOP&BOTTOM OF HEADER DOUBLE 2x TOP PLATE SEE PLAN FOR HEADER 4X4 MIN. OR BUILT-UP - _ _ _ _ - TRANSOh1 \ COLUMN EA, 2X4 NAILED REFERENCE DETAIL III w/IOd O 8° O.C. STANDARD HOOKS SEE z WFO2 IF RADIUS MS05 FOR MORE INFO / OPENING REQUIRED SIMPSON MSTAM36 / TYP. FILLED CELL W/3000 III MAYBE USED W/(8) 4STLTENS F.B.I. CONC. III & 1101./101 NA TRANSOM OPENING W/1 #5 REBAR VERT. ARCHED OR FLAT III INTERIOR BEARING WALL P.T. SILL PLATE W/ INTERIOR SHEARWALL 2x 45PF AT 2-2x4 SPF III IhNF ANCHOR BOLT EXTERIOR FRAME WALL 16" O.G SILL PLATE III 32" O.C. BABE PLATE I DOUBLE 2X4 W/ USP _ _ _ _ 4 MP34 0 TOP & BOTTOM W C.M.U. I I 2X8 P T. W/ Y49L3" SIMPSON A34 W/ (8) TAPCONS @) 6" O.C. I I Bid X 1 1/2 NAILS I I 2"x 42 SYP/SPF P.T. W/ IN MASONRY OR 10d (3) 1/2" X 8" '1 • BOLTS OR NAILS @ 6" O.C. IN (3) 1/2" X 6" EXPANSION WOOD. PRECAST RECESS ANCHORS OR (6) 3° X 114" L OPTIONAL FRAMING TAPCONS OR TO BE 2X4 SPF (8) 2 7/8" HILTI TIX-DNI UNLESS OTHERWISE NAILS SIMPSON SPI W/ NOTED. a)-lod NAILS @ BOT 2x BASE PLATE SEE A140 USP SPT24 W/ PLAN FOR MORE INFO 12-10d NAILS Q SILL DOOR OPENING r, a_ trni/ v .,.y..,-J . N.T.S. MS03 .411 ["llxlll\//rlrl.Il.,t-lrTllll.I M171FAII 45 REINF. 20" MIN. LAP BAR 9 #3 OR ff4 REINFORCING 7?�8, BAR #A & #4 Il Ir`F, AP cP " 25" MIN. LAP #5 STD- 90° #5#5 REINFORCING BAR HOOK OR I AP SPI ICF SCALE:1"-1'.0" 36� MI�� #6 REINFORCING BAR " GRADE 40 U.N.O. 981 AP SPLICE I MS05 I REBAR SPLICE DETAIL - GRADE 40 1 N T.8. I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4' X 2%' 12" O.C. 1 2 x 6 1/4' x 2§A" 12" O.C. 2 2 x 8 1/4" X 2%" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST- ----- - y :LINTEL a (2) 2X P.T. BUCKS W/ 1/2" O.S.S. BETWEEN i FASTEN PT 2X NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 1/4"X 41/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I MS11 12x BUCK DETAIL I N.T.S. I I WFOS I LINTELS AT ENTRY DOOR w/TRANSOM I N.T.S. I LINTEL NO. LENGTH=FT. SAFE GRAVITY LOAD PLF APPLIED GRAVITY LOAD PLF SAFE UPLIFT LOAD APPLIED UPLIFT LOAD PLF COMPOSITE BEAM 1� 17'-411 950 PLF 198 PLF 404 PLF -147 PLF 8F16 -1B/1T 16" MINIMUM 4'-6" 6113 PLF 198 PLF 2707 PLF -147 PLF 8F16 -113/1T 7'-6" 2661 PLF 713 PLF 1624 PLF -525 PLF 8F16 -113/1T ® 7'-6" 2661 PLF 1760 PLF 1624 PLF -1185 PLF 8F16 -113/1T 4'-6" 6113 PLF 1217 PLF 2707 PLF -1042 PLF 8F16 -1B/1T ® 5'-10" 4360 PLF 1407 PLF 2080 PLF -975 PLF 8F16 -16/1T 4'-6" C S 5206 PLF 1368 PLF 2272 PLF -961 PLF 8RF14 -1B/1T ® 4'-4" RECESS 5206 PLF 636 PLF 2362 PLF -484 PLF 8RF14 -1B/1T 3'-6" 5163 PLF 198 PLF 3547 PLF -147 PLF 8F16 -OB/1T 1O 4'-6" 6113 PLF 1760 PLF 2707 PLF -1185 PLF SF16 -1B/1T NOTES: 1. ACCEPTABLE LINTEL MANUFACTURES INCLUDE: CAST-CRETE OR QUAILTY PRECAST COMPANY ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE PRODUCTS.) N .a REBAR At TOP MIN. (1)11 1-/Z' 0.aAR c.n.u. 2 GROUT � W R®AR AT BOTTOM O OF LNTEL CAVITY 60TTOM RaINFORclfl : t3la"ADIUAL FROVIpED ':N LINTS. HARES) 9' NOM NAL WIDtI4 TYPE DESIGNATION r"wueo WITI$Karr/ u•"I"M> r a14NTTY REBAR AT BOTTOM OF F JNT LNTEL CAVRY IF SF161r-1B/1TII NOMNAL Wlof J J L QUANTITY OF FILlve �6 NOMINAL M R®AR AT TOP MATERIALS 1. fo precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Rebar provided in precast lintel per ASTM A615 GI 6. Mold rebar per ASTM A615 OR40 or GREG. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wits per ASTM A510. 8. Mortar Per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintel$ meet or exceed L/360 vertical deflection, except lintels 17'A" and longer with a nominal height of 8" meet or exceed L/180. 5. Bottom held added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirups are welded to the bottom steel for mechanical anchorage. 8. Cast -In -place concrete may be provided In composite lintel In Ileu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 30.Lintel min. depths are called out on lintel plan. N contractor installs a deeper lintel than indicated on the plan, doing this increases the strength of the lintel and is approved without engineering letter. if a smaller lintel is installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. EXCOPDOn: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6-1/2". Safe loads for ell recessed lintels based on 8° nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified, 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by Providing addlonal reinforced masonry above the precast lintel. 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 calculating the maximum resisting moment and shear at daway from the face of support. 6• For composite lintel heights not shown, use safe load from next lower height, 9. All safe loads in units of pounds per linear foot. PRECAST "U' UNTEL w/ 3DOOPSI CONC. AT OPENINGS SEE GENERAL CONCRETE UNTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE fl ITF 1. R 10" ANCHORS {i 1. vH00K 0 REBAR ODES FONBOTH STD. 90 DEGREE ANGLE 3000 P.S.I. CONIC. W/145 DIA. REBAR PROVIDE KNMX4XrT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & HILL SOLID W/ (1) #S BIER FOR, LL e WINDOW OPENINGS 14'. AND LARGE CMU U.N.O. PUN FOR LOCATIONS GROUT SHALL BE FLUSH WITH TOP OF WALL 90 HOOK g � � N 7 I� rA N O I MS011 BLOCK WALL REINFORCEMENT I N.T.S. I TYP. BOND BEAM a' x 8" x is' K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONIC. W/1 45 DIA. REBAR INDICATES RULED CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25' MIN. LIP (ACI 530) V Z p� 1/ z 8 U/ �Ln 0 Vi VJ N O W E O /V) C �Mi E .�1G. � ~ �° o g_ 3 U rna 0 0 C M 0 U 'D C N Q h h g a VI O Affiliations: BD Consultants: �, N t0 Un0 y � N � W .1 4 (D- So Big 5MNSZ sIL LL LL o LD 0M'9 m�g° Ora ui 0) W Li $6f saN s ¢ 47 Z N B,6SW j1 �iy A°INOp�D: wa v ,a{4•lygj W m 6 W on� no 1512 3 N J ri IOn_E� �fTP9 £1 ££t 1V IV I Builder: aM 3 N UJ �Q U ao J LU mm LL N Z F VJ v = W p J O O 1♦ II Job Information: 1 0 0 `r L N O� 0 O 00 zT "' w � E m co co N cocn Cn Q) m z 1210 _ oJLUZ) Jm(n(no`noLi Revislons: 1 YV 2 3 Model Name / Number: 2010 Plan Issue Date: Monday, April 29, 2019 KA PROJECT NUMBER: 19-2901 Sheet: SI I Of: I LINTEL PLAN Foy � THE IGHT OF THE CHIMNEY SHOULD EXT D 2' ABOVE THE 2x6 #2 SYP P.T. O Wi xe SIMPEACH ON HEfA 16 SEE FLOOR PLAN U' � POINT HERE THE CHIMNEY IS 10' FRO HE NEAREST D E WEDGE ANCHOR " g BUILDIN URFACE. CUSTOM GALV CAP o FOR BEAM SPEC. SEE PLAN FOR BEAM SIMPSON LSTA24 W/ U z o ///��� ` Z WITH SPARK ARRESTOR OVERHEAD SECTIONAL (12) 10d NAILSo G d ( t \ a VERIFY STYLE W a W/ BUILDER DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT °`^• a — z METAL FIRE STOP W/WASHER. MIN. 6PER }'."Aj•:t In CO TRACK TO JAMB. °. „a• • .''� SEE DETAIL WF02 c • ,,,, I' •,•; ON SHEET S-3 00 DOUBLE 2x PIPE STABILIZER TOP PLATE (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o " '' FOR ARCH FRAMING O (J yy ~ °J WHEN REQUIRED "J" BOLTS WASHERS SET IN SIMPSON A34 W/ ° O c !3'Pr E FILLED CELL W/#5 TYP. FILLED CELL n (8) 8d NAILS �� m ° °u VERTICAL MIN. 5 PER JAMB. b ;; 1 / 7 r6 m 2X4 #2 SPF STUDS @ 16" O.C. w/ SIMPSON SPS @ TOP AND SIMPSON SP2 @ BOTTOM 'a SECTIONAL " " SEE PLAN ' 0 8 CRICKETXW/ EXTERIOR SHEATHING ATTACHED " 2 X ® OVERHEAD (3) SPF #2 FOR INFO. " U PER NAILING SCHEDULE SEE STUDS W 8 y a ELEVATION FOR FINISH DOOR CONT. P.T. #2 �° r 16d NAILS e I @ 8" O.C. v ® Q v d ♦ Affiliati°ns: WOOD SYP 2" X 6" b . I TRIM •�IR: SIMPSON LSTA24 A n ° •r.: • :,: • • W/ (18) 10d NAILS PROVIDE 2x BLOCKING �� �• • •'r•'•• �� • `m B'D., @PERP WALL IF NOT IGNED w TRUSSES / 2"x6" P.T. WOOD JAMB q :a Y ~� •",° n••,.. n• .• • 16d NAILS—+• c `d E ♦ Consultants: (2) 12d TOENAILS 11 ,1 @ 8" O.C. ° r DOOR AND CONNECTION PER '� STAGGERED SIMPSON LTT20B LS 0 N CO OD 2x BASE PLATE w/ 12d NAILS TO TRUSS OW GARAGE SLAB GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR & (1)a1/2" X 12- 'A' 'A' WEDGE ANCHOR 0 s 'a Lp ud m o r d @ 8" O.C. �-Z LL LL LL S12 TRACK MOUNTING DETAIL ® 'A' 'A' $ $�H��m�OWo g a o SIMPSON W/ 14.1 @ EA TRUSS ° DETAIL MAY BE FOR $ ggg16a6� 8 a a a a S Q NOTE: OD22 / S-2 SUBSITUTED THIS DETAIL -UNLESS NOTED OTHERWISE C7 m 2F z Oj CHIMN PE MIN. o j m? g h o, z28po _ N 2" TRUSSES 2'Q UJ p,,,. gg 3/a"=1'- C 1 TYPICAL CHIMNEY FRAME DETAIL MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.r.s. 16 ENTRY HEADER DETAIL N.T.S. a e g +._ n, J s E ❑ ❑ 7 E ¢, h�FI�0 N x °�e ".AA5is Atiy I Q 1 INSULATION PER FBC AND ENERGY c FORM $SUBMITTED WITH PERMIT m APPLICATION PROVIDE BAFFLES g 12 AT EAVES (FOR VENTED ATTICS) 12 FIBERGLASS SHINGLES OR '` o SEE ENERGY FORM CALCULATIONS FOR INSULATION REQUIREMENTS SEE PLAN TILE ROOF (PER ELEVATION)` OVER APPROVED UNOERLAYMENT SEE PLAN \ PROVIDE BAFFLES AT EAVE FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD PER FBCR 905.1.1 OVER APA ENGINEEREDRATED STRUCTURAL SHEATHING ERED24- (TYP.) FRAME FOR BUILT-UP S TILE ROOF (PER ELEVATION) PRE USSES D.C. (SEE STRUCTURAL NOTES CORNERS min (3) 2x4 OR , OVER APPOVED UNDERLAYMENT FASTENED TO TRUSSES PER ROOF 4x4 w/ 2x4 POST UNDER EA �� 1 - ♦ Bulkier: ' PER FBCR 905.1.1 OVER APA NAILING SCHEDULE) \ 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. �� _ SEE ROOF PLAN FOR RATED STRUCTURAL SHEATHING PRE-ENG. WOOD STRUCTURAL NOTES TRUSS ANCHOR SEE PLAN ( ) KEEP IN 3/4 FOR SHEATHING NAILED w/ 8d NAILS C� 6" " i _CON ECI -�'-' -'_ -'-' IN INFO LAYOUT DESIGN $ N (SEE TRUSSES @ 24" D.C. FASTENED TO TRUSSES PER ROOF _ _ _ _ SEE PLAN FOR BRG. HT. AND LATH WITH FINISH O.C. -- _ _ _ _ _ _ _ _ "� ° ' _ nvl $ W '4 M ' NAILING SCHEDULE) ( -- PLAN) CEILING BOARD . v ( TYP.) ALL SIDES ° /I \ C) �O (TYP.) NERS FRAME FOR CDR- NERS FOR NON LOAD SEE PLAN FOR _ _ TOP OF BEAM �'t`a rr� s z = r Q w_ 11 I' )1 " '1 "—TRUSS ANCHOR (SEE OUTSIDE FELT PAPER OR • ETAL DRIP EDGE p° \ -; yJ M 1 TO BE INSTALLED ON TRUSS PLATE Z \ BEARING SIDES NAILED v. v v. v/ v. - i .SEE ROOF AN _ _ J $ O U Q U FACE • f 3/4" P.T. NAILER r 2X SUBFASCIA < ° ° ° ° �' w/ 16d NAILS @ 8" D.C. FOR BOA SIZE & _ ` A1� cc a 1/2" DRYWALL •� SOFFIT. SEE ARCH. PLANS \ \\a° v >° v f O i --. co E ION INFO - - •� g Q ' tMETAL DRIP EDGE \\ , Q i W 'J CEILING BOARD CURTAIN NAILER ! 8 x 8 x 16 K.O. 1 x4 P.T. @WINDOWS LINTEL BLOCK 1/2" x 8" 1-BOLTS \ (1) CENTERED EA. \ (TYP.)4 COURSE HIGH A.F.F. E z N O W CONNECT ALL Zx STU ZX sueFAscv+ 1 x 8 P.T. @ S.G.D. " W/ (1) #5 DIA. REBAR & SIDE w/2" WASHERS \ CMU BASE FILLED w/ CONC o Q LLI w Q• _ TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. n 3000 PSI CONCRETE SEE ELEV. (�P• w/ (4) VERTICAL RENF w/ ) ; _ C o u " A- " 16d TOENAILS PAS P�.AST IIU�� LINTEL HOOKS INTO FTG & AT TOP ro LL W J 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE SCHEDULE " " " OF COLUMN i HB&G COLUMN WRAP OR 2X4 #2 SYP P.T. FRAMING 5 ® = LU w S PLAN AI -Al W/ MIN 7/16" O.S.B. C� o o O O 'J 9 SHEATHING ATTACHED PER = ¢ o O •3 - a, � 1 NAILING SCHEDULE v; OD710N: 15/32" OSB EXPOSURE I ON ' > M (5 G O.H. EXT. WALL W/ ALL EDGES BLOCKED. MAXIMUM OF (3) - ZX PLATES MAY BE �— 5� f]iV SEE TB13 FOR NAIL ATTACHMENT. SEE FLOOR PLAN FOR 1 COLUMN SIZE &BASE ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4" PLY ATTACHED W/ (2) Rows OF 16d STAPLE @ 2" O.0 EDGES MIO FELD. fi K SIMPSON LSTA30 SEE FLOOR PLAN w CONNECTION INFO. 1 0 5 Job Information: NAILS AT 8" O.C. NOTE: 44" MAX. SILL HGT. ON rt FILL CELL -(1) #5 DIA. ALL BEDROOM WINDOWS. �' REBAR W/ 300o PST w/11-10d TO BEAM FOR BEAM SPEC. w n CONC. ALL LOCATIONS & TO FRAME BELOW ' SECURE 2X4 P.T. BOTTOM ' PLATE w/ 5/8' x 8" °' ALUM FRAMED WINDOW w/ SCREEN N SHOWN ON FOUNDATION " & FLOOR PLANS i _ ANCHOR BOLT SET IN ° O (G.C. TO VERIFY W/ FLOOR PLAN " , SIMPSON HIGH -STRENGTH in LOCATION OF OPENINGS IN " " EPDXY 6" MIN. EMBED. 1 � d EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULL r^ y ; ' 6 M STUDS ARE REQUIRED). ' '. j NOTE; 44" MAX. SILL HGT. ON WINDOWS. r O O :3 ALL BEDROOM ALUM FRAMED WINDOW ' — O (� W/ SCREEN K ¢ Ir U O Lr) CEMENTTTIOUS DECORATIVE FINISH 7/8' THICK PER ASTM .+ PRECAST CONC SILL .+ SQUARE CMU BLOCK BASE W/ 1x4 P.T, WRAP or n 7 ` C-926-98A WINDOW SOUL " (4) #5 VERTICALS FILLED BAND LLED SOLID ro W N fn J 4) PER SPECS H , SEE ELEVATION FOR MORE IN ZX STUDS (SEE FLOOR PLAN FOR INSULATION PER FBC AND ENERGY " P FORM SUBMITTED WITH PERMIT SIMPSON HETA20 W/10.10d TO COLUMN Al a1 BUILT-UP CORNER MIN (3) 2x4 00 N (Y) U) cOi MORE INFORMATION). SEE T813 1/2" DRYWALL y APPLICATION PROVIDE BAFFLES AT ' EXTERIOR FINISH - / ' OR 4X4 POST w/ 2X4 U IN DER POST x a % r , m 0- ON SHEET 6 FOR (SEE ELEVATIONS) EAVES (FOR VENTED ATTICS) ; i EACH END OF BEAM $ L v LO �� FOR NAILING INFORMATION _IW� O�/•�'^ SEE ENERGY FORM FOR WALL SHEATHING. WALL INSULATION P.T. 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING FIG. DOWEL #5 DIA. REBAR 17" IN CONCRETE - 25" 1 x 4 P.T. NOTE: 2 X 4 P.T. PLATE BOTTOM STRAPS MUST BE O _j m v / v) W LL REQUIREMENTS EXTEND (ACT 530) ABOVE w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN HD) w/2" WASHER AT 32" O.C. BASE NAILER SLAB. ALL LOCATIONS SHOWN INSTALLED ON INSIDE OF I' �' SEE FOUN ION sE I3 ♦ Revlslons: E W507 WOOD BASE ON FOUNDATION PLAN —� COLUMN. DO NOT BEND ° ;` „ ° °r,�4° PLAN FOR ° m W000 SSE FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR STRAPS UNDER PLATE. ° � , s,'• -?�° v SIZES AND 1 YV 2 SEE FOUNDATION PLAN PLACE STRAPS IN FILL *°, LOCATION FOR SLAB INFORMATION _ ^ - - _ TOP OF $LAB _ _ 1 SLAB INFORMATION _ TOP OF SLAB .. CELLS w/#5 REBAR ,, - _ - _ - _ _ _ - - _ - _ 0 1_ 4+R" NIF, IF .�� _ - Lr- * —. " �� k if �� +. . '�,� • 'J• ' _ .3 ♦ Model Name /Number. 00 - GRADE - ' I- li GRADE .:,I F s- �i Ilil N ;F- � 2010 CLEAN 3 COMPACTED a ;�i� 'SEE PLAN FOR RE -BAR QUANTITIES Jr '" TYP. 4 COURSE HIGH CMU BASE ( ) • •. -• - • =° ♦ Plan Issue Date: r01 FILL • ', _ I FILLED w/ CONC - SEE PLAN FOR SIZE. TOP OF COLUMN BASE - - Monday, April 29, 2019 SEE (FOUNDATION PLAN SEE. PLAN SEE FOUNDATION AFF E` ro ♦ KA PROJECT NUMBER: 16" FOR OU REQUIREMENTS PLAN NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS 19-2901 DETAIL- UNLESS NOTED OTHERWISE r; oSheet: a N S-2 0" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. CD23 COLUMN @ENTRY -CRAFTSMAN STYLE N.T.S. WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-0' WS01 TYPICAL WALL SECTION 8" CMU 3/4' 1'-0' a TYPICAL FRAMING DETAILS WHEN REQ'D RECESSED PRECAST LINTEL SIMPSON SP2 TOP 8" D BLOCK TIEBEAM AND BOTTOM. TYP. _ W/(1) #5 REPAR U.N.O. NOTE-: MAY CUT BACK 2x8 P.T. @ @ EACH 2X CRIPPLES (3) 16d COMMON STRUCTURAL TOP TO ALLOW CONT. 2x4 BLKNG @ 16" O.C. NAILS(TYP) CLIP EACH TRUSS I SHEATHING AROUND CURVE. MIN. 2 TITEN (SEE ROOF PLAN CLIP EACH TRUSS I ANCHORS TO 2x8 FOR TYPE) i (SEE ROOF PLAN FOR TYPE) SEE TRUSS PLAN FRAME OUT TO FOR CONNECTION BLOCK EDGE FRAME OUT TO FRAME OUT TO LINTEL (SEE PLAN) HEADER PER�I BLOCK EDGE ONLY IF NEEDED. SEE PLAN BLOCK EDGE LOCATION , , a • %: 7/16" O.S.B. �%/ EA. SIDE 2x8 W/ (3) 12d TOENAILS EACH ENID ® i ' EXTERIOR SHEATHING ' $ // 7/16" OSB W/ 6d ' SEE PLAN FOR ATTACHED PER NAILING STUD ANCHORING: STUD TO TOP PLATE: i 2X BLK'G. /16" OSB W/ 6d NAILS @ 16" O.C. EADER ' BEAM SIZE SCHEDULE TS13 ON SHEET 6 SIMPSON SP4 2 X 4 #2 SPF KNEEWALL WITH -� TO O.S.B. NAILS @ 16" O.C. TO SIDE & TOP NAILER SEE PLAN) ® ® STUDS @ 16" O.C. W/ W/ 2.8d TO SIDE &TOP NAIL- ER 2x W/ (3) 12d STRUCTURAL SHEATHING ON EA. END TOENAILS EACH 2 X 4 P.T. 2 X 4 SPF BOTH SIDE FROM TOP OF WALL Y `o SPF /16" O.S.B. END TYP, ; AT 16" O.C. TO BOTTOM OF BEAM, ATTACHED EDGE VIEW 2x4 CONTINUOI�S BLOCKING ATTACHED A. SIDE 12X EXTERIOR SHEATHING NOTE: FOLD FRAMING 1/2" PER NAILING SCHEDULE. 2 TO 7/16" OSB W/ (2) Sd 2x4 SPF CONTINUOUS ATTACHED PER NAILING 2 X 4 SPF BACK FROM FACE OF BLOCK STUD TO BOT PLATE: ' NAILS. SEE DETAIL MOVE BLK'G. TO O.S.B. BLOCKING ATTACHED SCHEDULE TB13 ON AT 16" O.C. FOR SI.JEATING TO BE FLUSH SIMPSON SP4 SEE PLAN FOR 2.8d EA. END TO 7/16" OSB W/ (2) 8d SHEET 7 AND 7.1 WITH BLOCK FACE BEAM SIZE NAILS. SEE DETAIL ABOVE LINTEL '� • 2x BUCKS SEE MS11 , !• •�; 1/2" X8" L BUILDER FRAME ; � FOR MORE INFO EDGE VIEW 7'-0" MAX 01I. .I ANCHOR BOLT RADIUS AS REQUIRED WINDOW OR DOOR OPN'G •'- - -" ' BUILDER FRAME @ 32" O.C. u u M---� m WINDOW OR DOOR (1PN'G RADIUS AS REQUIRED B" CMU WALL ++ 2x BUILD -OUT BEYOND WF01 DETAIL @ARCH WINDOW FRAMING N.Ts. WF21, KNEEWALL @ ENTRY FRONT WALL 3/a°=r-o" WF38 KNEEWALL @ ENTRY FRONT WALL N.T.S. E E WF02 DETAIL @ ARCH WINDOW FRAMING N'T'�' WF14 KNEEWALL @ ENTRY FRONT WALL 1/2"=r'-G" a PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE STRUCTURAL SHEATHING SOLID BLOCK w/ 2x6) ( 7/16" MIN. NAILED Ed COMMONS @ 3" D.C. @ 2x4 STUD D ` EDGE & 6" O.C. FIELD RUN PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE o BOTTOM OF FALSE LJEAM � NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 d SEE GE05 FOR �` \` TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE n STANDARD �` I ` SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD c GABLE END �` I �l� (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 E * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF STRUCTURAL SHEATHING I � �\ �\ I TOP PLATE TRANSITION 12d NAILS @ 3" O.C. WOOD BEAM SEE SIMPSON MUC410 OR (2) ,; 13 i PLAN FOR SIZE �i HUC210 \ I ` - ` ` PIPE OR DUCT w/ OUBLE 12d ' " ; I , TO BUILT-UP COLUMN .°'• m + +I PENETRATION THRU TOP SPLICE ' SUPPORT COLUMN BUILT-UP MIN. $ VARIES W I+ +I y TOP PLATE W/ MORE ,,;� (3) 2x4's OR 4x4 W/ (2)-lOdOIL a ROOF SLOPE o THAN 50% Of TOP ROWS 12d NAILS @ 8" O.C. EACH PLY 2X TOP PLATE TO 2D0 PLATE WIDTH INSTALL @ 3" D.C. (SHOWN AS 4 x 4) 10 GABLE END W/ 16d J SIMPSON PISPN516Z , (2) SIMPSON HETA20's WOOD WALL OR NAILS @ 6" O.C. a w/ (12)16d NAILS TYP. 48A �/N ' '' W 12 -16d EA. TO COL. Y TRUSS. SEE PLAN 2X4 COW W/ (3) 12d J TOP & BOTT. a-"'�`+.'i ALT: (2) MSTAM36 STRAPS `o COMMON NAILS EACH STUD TYP. T&B t . --- +-+ 1 NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS BOTTOM SPLICE TYPICAL &" WALL � `.�,. � i CENTERED w/ (13)-lOd NAILS Ea TO COL. +r' + + + + azas TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD �. TIE BEAM 2X4 STUDS @ 24" O.C. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SINGLE BASE & TOP TOP PLATE W 8d 2 1 2" x 0.131 NAILS d PLATE W/ PLYWOOD SHEATHING *NOT REQ'D. WHEN QT SYSTEM IS APPLIED COVERING NOTE: y TRUSS OR ROOF SYSTEM PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL LD02 SHEAR TRANSFER EXTERIOR WALL N.T.s. GE1S FALSE BEAM AT GABLE END N.T.S. WF17 TOP PLATE SPLICE DETAIL 3/4" = 1'-0" CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. 0 U 2x8 SYP #2 TOP & BOTTOM m ATTACHED W/ s (1) ROW 16d 2x6 SYP. #2 k NAILS@16D.C. RIPPED ------------------ SIMPsoNHuc41D ---------________, 1p ' BUCKET SEE ROOF PLAN FOR MORE INFO tO to BOX HEADER DETAIL :: i e ROOF PLAN h 1�" FSEE OR BEAM SIZE Q IF ONLY (1) KING 7/16" O.S.B. * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION &CONNECTION INFO m (1) JACK USED AT EA. SIDE Q EACH SIDE OF G. TO 0.S.B. O.S.B. OPENING G.C. TO W W/ 2 8d INSTALL (3) TITEN HD. EA. END (2) 2 x 4IAMINAnONS W/(1) (3) 2 x4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) 5/8" X 8" EQUALY SPACED ROW OF STAGGERED Lod COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS ROWS OF STAGGERED I6A COMMON WIRE NAILS PER SIDE INTO CMU AT (D = 0.148", L= 3') OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D-G.162",L-31/2")OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D=0.162'. L=3-1/2") OR EQUAL JACK TO HEADER, NO BASE ED GE VIEW HEADER SUPPORT NO, OF JACKS & STUDS REQ.AT OPENINGS OPENING 2 X 4 WALL 1 2 X 6 WALL JACKS I KINGS I JACKS I KINGS SIZE EA END EA END I EA END JEA END LESS THAN 4' (1) 2 1 (2) >4' BUT <9' (2) (3) (2) (2] 10'-0" - 16' 3 4 3 4 Ir O/C EACH * WHEN STUD LENGTH FACE OR 3-ROWS IS LESS THAN 12" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x 10 ro STUD WRAPPED OVER OR GREATER HEADER A A SIMPSON SP2 @ EA. STUD TOP PLATE & NAILED SEE PLAN FOR APA RATED STRUCTURAL SHEATHING TO HEADER EACH SIDE - I s TOP OF BEAM MIN 7/16" FASTENED TO TRUSSES W/ Y FILL ALL HOLES IN DOUBLE 2 x #2 = t 8d COMMON WIRE NAILS @ 4" O.C. a �: STRAP SEE ROOF PLAN - - BOUNDARIES 6" O/C EDGES & 8" a S.Y.P. HEADER W/ FOR BEAM SIZE & = a 1/2" FLITCH PLATE O.C. FIELD - CONNECTION INFO 10d NAILS @ HEADER. (U.N.O.) '- a" O/C TYP. 0 FILLING AND BLOCKING AS DOUBLE 2 x 4 REQUIRED FASTENED TO SEE FLOOR PLAN FOR CRIPPLE STUD HEADER W/(2) ROWS COLUMN SIZE & BASE TYPICAL (U.N.O.) OF 12d @ 16" 0/C UNLESS CONNECTION INFO NOTED OTHERWISE SIMPSON SP1 @ EA. STUD - o 2"x P.T. PLATE MAIN SPAN ROOF TRUSS 2 x 4 STUDS TYP. 1/2" X B" "J" BOLT SIMPSON HTT4 W/ (18) @ 24" O/C MAX CM U 16d NAILS & A 5/8" UPLIFT CONNECTOR EXPANSION ANCHOR 8" x 8" x 16" K0. (SEE SCHEDULE) W/ 6" EMBEDMENT U.N.O. ° BLOCK W/ 1 #5 CONT. 0� OR 81/2" AT GARAGE .o lNG STEP DOWN * *HOLD DOWN CONNECRONSVEE FOUNDATION CMU WALL NOT REQUIRED @BEARING P.i. BOT. PLATE PLAN FOR MORE INFO NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. ���"� WALLS MI MW I UPLIFT y T WINDOW OR DOOR OPN'G n n N N N.r.s. 1/2", 1'-0" WF 99 WALL HEADER DETAIL N.r.s. CD11 COMMON BEAM ATTACHMENT N.T.S. WF42 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" MS18 RETROFIT WALL OVERHANG DETAIL WF39 TRANSOM DETAIL AT ENTRY � 0 U HEADER ANCHOR -- i 12 v' SEE FLOOR PLAN NAILED TO TOP PLATES, i HEADER &JACK FOR COLUMN SIZE & ; SEE ELEV. c `-----" -- --- -- BASE CONNECTION INFO ---- ---------' (TYP) TIES SIZE NO. & SIZE OF OPTION A 0 PT I 0 N B RE -ENGINEERED WOOD TRUSSES @ 24" O/C &GRADE RAFTER 1/2" 058 FLITCH PLATE UPLIFT CONNECTOR (SEE SCHEDULE) vi EACH END SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED n SEE PLAN FOR ON BEAM SCHEDULE/PLAN DOUBLE 2"x4" TOP PLATE BEAM SIZE (2) LSTA 30 COLUMN SIZE & BASE CONNECTION INFO dohs: CONNECTOR REQUIRED 1) ADJACENT NAILS ARE DRNEN FROM 3) FOR 4PLY. PROVIDE 1/4-DIA. x 51/2' LAG Z OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) (3) 16d SEE PLAN "x4" STUDS @ 16" O/C N 2) ALL NAILS PENETRATE AT LEAST 3/4' OF 4) REFER TO NOS SECTION 1U.3 FOR [24" P4 AT 2X CRIPPLES @ 16" O.C. SEE SCHEDULE 0 THE THICKNESS OF THE LAST INAINATION. ADDMONAL INFO. COMMON FOR WLL W/ SIMPSON SP2 TYP. "' SECTION A -A O.C" NAILS(TYP) HGT. TOP AND BOTTOM 2-ROWS CRICKET AS REQUIRED WF37 TYPICAL COLUMNS DETAILS N.T.S. STAGGERED SCALE:11/2"=1'-0" FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 1 1/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. OVERHANG CMU FOR OVERHANGS BETWEEN 5/8" TO 11/2" M-MGM 1 , • • • LOCATION---.*, I/�� FIJ ©ATTACHED / II• PAP :'.,• III • .. i O.C.•• SIDE &TOP NAILER.,III .. • EACH • •;�I !2x4 SPF CONTINUOUS• ! TO . • :. NAILS. SEE DETAIL ABOVE ELEVATIONSEE •' ROUND/ SQUARE• BOX HEADER= EACH • LIL. Z m z S W a v V) I (D F+ w V IQ)O w ,l/) j U1 o2 g HE E m 0 V U o` w 0 LL Q D2� 2 =��0) 0 gm c � <^ Q P J d Affihatlons. B D"' Consultants: LU N (�D w Of cG �ag LL LL LL - (0�_W�o m � i TS @ � � H sm W a ,� ea O W w l .- 04 C�a� $w` ; C��S`v'�o3p� � 0) N `,m wEv@y` ygj WmaOlRpp �m ffi m " t , Y Z� $ d T + g nt p�o 1, Ljw w CAD u • r^ � I ^ n' "r�1 °r40FEC7, 0 i0 t ``"InrsLauL "A Builder: W g�g Q LLJ M 3 N Q 0 Z CL o NO J W a o �W o i LU �W g o O Z o 0 O _j Z Job IrLformatlon: c O >n `} a 0 I F_ m zLo U rI w J N CG \ 00 m ai N tO cJ z no — O_jLdz:) _J m cn (%) DO L0_ flFg—evisions: 1 YV 2 3 Model Name / Number: 2010 Plan Issue Date: Monday, April 29, 2019 KA PROJECT NUMBER: 19-2901 Sheet: 3 Of. TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX Or SAME SPACING AS BOTTOM CHORD LATERAL BRACING - DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN TO BE LESS THAN ,"- 12". ATTACH 2x OUTLOOKER @ 24' O.C. TO TRUSS WITH MTS12. FOR O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. OR EQUAL TO 45" DROP GABLE END TRUSS & LOOKOUT RAFTERS r SEE STRUCTURAL NOTES -MINIMUM 2"x4" ' " - 8d NAILS @ 4" O.C. WALL AND ROOF AND NAILING SCHEDULE FOR O.H. GREATER THAN 12" FOR 12" AND UNDER - 8d NAILS FOR SHEATHING DETAILS SPACE BLOCKS AT 24" O.C. AT 4" O.C. CROSS BRACING - i "x SHEATHING, SEE TB13 2x4 SYP BLOCKING FOR SPECIFICATIONS , )`- �? (SEE PLAN FOR BETWEEN TRUSSES @ 484". U Z LOCATION) BLOCKING ' O.C. MAX. FASTEN TO EA. 2x4 SYP I BRACE FOR TRUSS w/ 3-12d NAILS EA. GABLES 3%0" TO 5'41" TALL. END 9x6 SYP I_ BRACE FOR ' 2X4 SPF BLOCKING @ �° 2x4 SYP CROSS BRACE GABLES W-O" AND TALLER. APPROX. 8" FROM RIDGE PANEL EDGES W/ (3) 12d .' �` — z S ATTACH L BRACE w THEN 48" O.C. AFTER. NAIL w/ / 3-12d @ EACH END & ® 12d NAILS @ 4" O.C. NAILS EA. END TO TRUSS ' 2X8 BRACE NAILED SIMPSON MTS12 @ -NAIL SHEATHING @ 4" O.C. r� i° LOOKOUT RAFTERS Z g _ • ' '� ` CROSSING AT 450 ANGLE. (NOT REQ D WHEN GABLE IS GABLE TRUSS FASTEN 12" LONG 2x4 #2 SYP BLOCK AT , TO SIDE OF GABLE STAGGERED w/ 8d , TRUSS WEBS i° F APPLICABLE 9 W CL _ 4'-1" OR SHORTER) (1) SIM ON HGA10 RACE CONNECTOR FROM BRACE LOCATION. FASTEN TO$ CONT 2x4 SYP SPANNING (4) , w/ 12d NAILS ,, @ 4" O.C.WHEN + STRUCT. SHEATHING "° m (3) 12d TRUSS BAYS 8'-0" NAILED IAGONAL BRACE TO SILL PLATE w/ 10tl @ 3" O.C. ( ) W/ 3-12d TO CHORD MIN LO LATE ( K/P NAIL GABLE TRUSS ' ' 2x4 SPF CROSS -BRACE ' GREATER T AN 3'-0" 7/18" MIN. THK. - �� ,' NAIL W/8d COM. @ @ 48" O.C. - NAIL w/ m a a Z t/1 U 1ST 4 BAYS) TO TOP PLATE , �^ m PER JOINT W/ 16d NAILS @ 4" O.C. (3) 12d AT EACH END & AT `x' • �A 3" O.C. EDGES & 6" m Q� N �� CONTINUOUS LATERAL BRACING- 2x8 .T. PLATE 1/2"x8" ANCHOR BOLT + 4 BAYS CROSSING AT 45°z ANGLE `s' O.C. FIELD m Q .o ' NAIL OVER X-BRACE AS SHOWN• AT 48" O.C. MIN. , U _ INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE , TRUSSES lOd ®4" O.C. `o CONTINUOUS BOTTOM CHORD BRACING 2"X4" MIN. ' FOR NAILING X BRACING - 2x4 SPF OR SYP MASONRY WALL CONTINUOUS 2X4 SPF c O C V/jN o A w/ (3) 12d @ EACH TRUSS WEB SPANNING (4) TRUSS �° GABLE TRUSS W F o M F. a BAYS (8 FT) NAILED TO , 'E \ / N m D �_ O 2x4 BLOCKING 0 4" O.C. � ^ ' r '° NAIL TOP OF "T" � �•��� U 0 =0 m c 4 R NAIL TOP OF "T' TO GABLE ROOF SHEATHING, SEE W/12d & (3) 12d TO CHORD ;, TO GABLE TRUSS (' w/2-12d & (1) `w LLI — o o TRUSS w/ 2.12d AND 1 I TB13 FOR ATTACHMENT OVER JACK TRUSSES, SEE SIMPSON MTS12 W/ '. x a a $_ TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. SIMPSON HS w/ 10-10dx11/2"NAILS I PLAN. 2X4 SPF BLOCKING 1410d x 1 1/2" BETWEEN U ® Of D TRUSSES ` FASTEN (1) SIMPSON HGA10 .� 48" O.C. @ 48" O.C. MAX. NAIL DEADWOOD TO m ¢ o. 0 ® W/ 8 1/4"x1 1/2" SDS WOOD SCREWS GABLE 2x4 BLOCKING w/ 2-12d TOENAILS NAIL TOP OF "T" TOP PLATE w/S6tl @ CHORD TO 2X4 DEAD - 4" O.C. OIOD 6d 4o0.- $� ♦ Affiliations: PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ " BAYS 8 ,,,��;,,,... A �:" `'/ f x\'f I / "� , 't► TRUSSES W/ 12D w/ B p BETWEEN (2) BELOW, SEE PLAN. 10d x 11/2" NAILS SIMPSON LSTA30 w/ c NAILS EACH END TO TRUSS TOP CHORD @ WOOD FRAMED WALL @ DUTCH GABLE - -- 14-10d 048" O.C. is E ♦ Consultants: FRAME WALL OR BEAM BELOW SEE PLAN T A TRUSS PRE-ENGINEERED VERLAPTRUSSBRACING GE01 GABLE END BRACING N.T.S. GE05 GABLE END BRACING - FRAME WALL N.T.S. °g- Q ��� TRUCTURAL WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP � � mo m A ------• SHEATHING ACE w ;; `� gym (� a $i, e,@`¢zj p G.T. ADD 2X4 ALONGSIDE RIPPED 2X4 SYP 42 .�aa�Fe$'QQm�s2w,w .20 N TOP CHORD WHEN REQ'O NAIL TO TOP CHORD TO PREVENT SHEATHING ACK - - - - - OF HIPPED TRUSS W/ P o N SPAN FROM EXCEEDING USSE HIP 12d NAILS @ 6" O.C. 2x8 SYP BRACE NAILED DROP GABLE END TRUSS D w A m " ^ O 0 w _ o' W m z a MAX 24" SPAN (EITHER G.T SEE STRUCTURAL NOTES AND NAILING SCHEDULE TO EACH SIDE OF GABLE &LOOKOUT RAFTERS FORS TRUSS CHORDS 3'-4" IN O.H. GREATER THAN 12" a Z cyo m� -m rn NIST TT #gee SIDE OR BOTH IF REQ'D) FOR SHEATHING DETAILS USING 10d NAILS ® 4" O.0 FOR 12" AND UNDER - 8 $' B'- A ate``"- E„ J p s a SPACE BLOCKS AT 24" O.C. 40 lit • • a.h c ^�'t�N3`7) •-" (2)12D NAILS MINIMUM (3) 12d o ~ "•--�",. `� ROOF AT 12" D.C. MAX PER JOINT MINIMUM 2"x4" SPF OR PANELPEDGES NAIL@ � 71 6 LL - �\ ^J W' J n SHEATHING SEE *SPACED AT 10'-0" MAX SYP TRUSS BRACING SHEATHING C& 4" D.C.4c 7 E PLAN STAGGERED w/ Sd m ',• ;�...i L q �,- • * `` . STRUCT. SHEATHING c �U ': 1 2X4 SPF CROSS -BRACE 7/16" MIN. THK. - "' AF' 2X4 BLOCKING BETWEEN TRUSSES HIP TRUSS TRUSS CHORD END) CIP d A O.C. -NAIL & A NAIL w/Sd COIN. @ �� 12d AT EACH END & AT TRUSSES ` 3" O.C. EDGES & 6"$ m ' �a q y (%+,, `4 ""•., •," F LOC,O`r°° OijUHEJ (GABLE CROSSING AT45*XANGLE O.C. FIELD a ` SECT, A -A > a TTTTmutTT TB03 HIP / RIDGE BLOCKING DETAIL N is TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. CONTINUO(S4)2X4SPF m SIMPSON H8 W/ 2X6 SYP 10-10d x 11/2" SPANNING TRUSS BAYS (8 FT) NAILED TO 2x4 BLKING @ 4" O.C. ,``� ` GABLE TRUSS � ' • ` m o w/12tl & 2-12tl TO CHORD 2x8 SYP CHORD BRACE 2X4 SPF BLOCKING GE04 W/ 12d NAILS BETWEEN TRUSSES , '• @ 8" O.C. @ 48" O.C. MAX. `, �. S4 ♦ Builder: (2) LSTA18 H TRUSS NOTES: CONTINUOUS w/ -10d x 11/2" TO SYP SEE DETAIL $ N 2x6/2x4 STRONGBACK & 8-10d � NAIL GABLE TRUSS M 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/IP1-2014 INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND STRONG -BACK X 1 1/2" TO "T" BRACE ,. TO PLATE w/16d @ � 3 $ Q m (TRUSS PLATE BRACING SHALLTHEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED, INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT W 12d NAILS / EACH 4" O.C. a 3 W IN WOOD TRUSS CONSTRUCTION. RILL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED CONCENTRATION OF ANY @ 8" O.C. TOENAIL EA. 2x8 LEG TO PLATE ' = O H N TO B SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALLBE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS W/ X 8 ti Q U CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY DNE AREA THEY SHALL BE SPREAD OUT ''' 312d & SIMPSON @ 4 D.C..B. @ 48" .MIN. = EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOU& LATERAL BRACING SPECIFIED BYTHE TRUSS MANUFACTURER ALL BRACES AT 20'-0" 0-C. MAXIMUM. )"�" ^ p ' HGA10 " SD OR - u "� X 1 1/2" SDS OR m m g Oa. 0 J LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL 3. ALL SPACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 312d NAILS AT EACH TRUSS INTERSECTION. ✓ EQUAL w.'. V.,� Z LU N eeL 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BYTRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT COURSE KNOCK OUT E v W ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. S. PROVIDE TRUSS BLOCKING AT ALL TRUSS REARING SUPPORTS WHERE TRUSS dt EXCEEDS STANDARD HEEL HEIGHT. .2x4 BRACE (2x4 SPF) PLATE 4 BAYS �`m o N ¢ Z SEE TYP, TRUSS BLOCKING DETAILS SEGABLE BRACING DETAIL SE w Q ~ N r SHEATHING LL o ® W tl03 N GE04 'IT" BRACE CONNECTION @ GABLE END W/ VOLUME CEILING 3/4" = 1•-0" 3 Tp4TRG53 ALTERNATE I WN SPACES GE03 GABLE END BRACING w/ VOLUME CEILING N.r.s. y < C4 z O TRUSS DIRECTION = Q O LLL���i /•� LL GY .3 use M 0 c m VERTICAL SCAB 2X8 #2 SPF 48" O.C. W/ (4) 12d TOP & BOTTOM OR H5 SEE TRUSS (21-1 NAILS I/B-B ro ♦ Job Information: OR HCLR/LL IN PLACE OF (4) 1pD SEC�ION TO TRUSS SEE STRUCTURAL NOTES AND REQUIRED @ RAFTERS GREATER THAN 8'-0" NAILING SCHEDULE FOR (4) 12d NAILS �' SEE PLAN DOUBLE TOP DLTUBLE SEE STRUCTURAL NOTES AND NAILING SHEATHING DETAILS EA. END "m,' C PRE -ENO. TRUSS 7LATE TOP PLATE SECTION B-B SCHEDULE FOR SHEATHING DETAILS a N 2X STUD WALL VARIES ROOF ' • " SLOPE .\ /. SEE PUN CONV. FRAMED RIDGE MAY BE WILED w/ MIN. VERTICAL SCAB 2X6 42 44) 12d WHEN IT LANDS SPF 48" O.C. W/ (4112d \ 2X4 SPF BLOCKING / \ \ BETWEEN TRUSSES / / '' ' ` O �' N NEXT TO PREENG. TRUSS 2x8 BLKING. NAILED @ EACH TOP & BOTTOM OR H5 OR \ / \ 48" O.C. MAX. / ,B oA 7 =O SIDE w/ (3)12d NAILS WHEN HCLR/LL IN PUCE OF(4)12d REQUIRED w/ (2) MTS12'S REQUIRED* RAFTERS GREATER \ \ \ / / �� 2X4 SPF BLOCKING ' ,' R U m T H B THAN 8'-0" / \ 2x4 SPF BRACE / @ 48" O.C. MAX.w/ ,' ,' 12d END NAILS 2X4 BRACE@ 4'-0" M o z W LA @ 48" O.C. - NAIL w/(4) \ \ (3) ON CENTER, a U O COLLARTIE 12d AT EACH END & EACH END N W J t'n! EVERY 3rtl SHEATHIN RAFrER \ \ ALTERNATE DIRECTION ,' ,, ' `% \ 00 N m 2X4 BLOCKING BETWEEN DR BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) /' %, ,' Z a) a)@ E� r 1 m EACH END, CONT. EACH BAY TB B 2X4 SPF W/ (2) #7X3-1/2" / / TRUSSES g a O _j W � i--' ALTERNATING Be WOOD SCREW EACH TRUSS OR N5 @ 48" O.C. / / SEE PLANU'l m J m (n U7 0D L° BLOCKING / / F PRE{TUG. TRUSS \ / / E ♦ ReYiSlone. COIN. ROOF SHEATHING AT TRUSS TOP \ / / TRUSSES STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. 1 YV SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ m B 2X4 P.T. BLOCKING BETWEEN @ DIAGONAL TRUSSES W/ (2F12d NAILS ODD 2x8 42 SYP RIDGE BEAM ATB-0 (USP MP4) @ \ \ / / 2'-0" ON CENTER \ \ / / 2X4 SPF BLOCKING O ui 2 3 EACH END TRUSS MAX 2x6 RAFTERS @ 2'O'O.C. \ /\ / BETWEEN TRUSSES Y V - ♦ Model Name /Number; MAX w/ (3) 12d COMMON (S24" O.C. 2010 TOENAILS TO RIDGE BEAM WALL BELOW 2X4 RAFrERS FOR SPANS LESS THAN / \ ND (TY \ (3)12d EA. END (TYP.) / \ - HGMAX. 1/2" GAP - (SEE PLANS FOR TYPE) 4 FT @ 2'-0^ D.C. MAX W / (3) iOD CONC. MASONRY SEE PLAN @ 4'-0"SIMPSON ®4'-0" O.C. MAX. COMMON TOE NAILS TO RIDGE BEAM 2X4 DONT. AT STEEL OR WOOD - _ y ♦ Plan Issue T & B CHORD BEARING SUPPORT pp Date: TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE EXTERIOR INTERIOR _ + y a Monday, April 29, 2019 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING g ♦ KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION 8" C.M.U. SEE m 19-2901 PLAN FOR REINF. x 2x4 S.Y.P. @ 16" O.C. n � Sheet: Of. N TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.s. TB14 NON -BEARING EXTERIOR CMU WALL N.T.S. ROOF FRAMING 0 AND BRACING DETAILS n 0 THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2.1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. SPA EVE RE 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE C." A" 3" e.. 3" 3„ 3„ 3" 3„ ' III - - III 1 f I 3„ 3, DOUBLE DOOR W/ SIDELITES 2A /E m ;PACE :VENLY 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCAT OF BARRIER TO BE 1r-091 IN FRONT MECH. OR APP. WHE SQUIRED 4" DIA. CONCRETE FILLED PVC, PIPE. 0 0 TOP OF SLAB 1 OQ ,II. I f If, Ir I Z I v 16" MIN. DIAMETER' CONCRETE FOOTING N.T.S. M SPACE EVENLY I v0d, V" T s to use SEPIAM NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. peaK 0 t ufpaAW,"" 019" v6o"'sa y0. Ex:end the shingles over the rake and eaves about 1/2" If de edge Is user. or about SW If no 6P edge Is Used. Wiley cemedlne SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS EXTER. WALL FINISH AND EXTENDING MINIMUM or6"ABOVE 8' X 6' H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER Sr SEALANT ROOF SHINGLES 6" X 6' H GALV. T Ln z 15 3 FLASHING CONT.1 d FLASHING DETAILS 8" HORIZ. NOTES THIS DETAIL IS REQUIRED HING AT ALL VERTICAL WALL INTERSECTIONS WITH HOOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW ..' •".' AND/OR SGD FRAME MIN.) GLUE STRIP \ w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS -1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS "" 1/2" DRYWALL FLAT HD."TAPCON"SCREW THRU THE W'DOW FRAME INTO MASONRY .='". JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOO FRAME --- BY OTHERS SHEATHING --•• BY OTHERS CAULK BETWEEN -'-- FIN &SHEATHING EXTERIOR — FINISH BY OTHERS PERIMETER -- CAULK BY OTHERS O.A. WINDOW HEIGHT IEXTERIOR t 1/20 MIN. EMBEbMENT —IS WOOD SCREW DISTANCEI �Ir SHIM SPACE L INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S DRPEWE. IP EWE AT Wi, 0Vlt L EWE Hy-Lite Installation Inatructwm For All Fixed Windows With MountingFin Includes all of the Following series: 625 / 82S ! AZ35 / FL15 / AZ30 / FL30 / V1500 / V1SW / V300 / V380 t r1M t Vrxn r r-.swm n , Nbdle mFaAenersgdrg (2amDa, Head and SIII) Wall Framing: 02Spru IN./Fir Or seen SD.. / #..10x1-V2" - _ Samoa Scow MATZO, Porrotretlon GlaOnp sea h4kawng Rm C new Sedbn V law Baeri r View d Read Windw Mlamun ,2S � Slome EAMor sheaming Xofe:"MM/*rMa0-011 the um 7WAV AIWd by tapeF and p/Ipm m SlaW M A57N E21II.O1. Naw4nar, fa nn"W M Haas a buzlWnp bVar, It is Arltup M the and pmrfo determinM e e Ampdynsai/yat/on ofMem A'erna. MW T m 1WILLE YyaA1 ONI Before k,atalflnq your wT� , the bubble wmp may be peeled back fo, lrn etti , but please restkk the wrap 7 Paael He desks flour scratches and other damage until carst.W, x CUrnpl.la. Sep 1 Mexmre n be zee the openng's 3Ar W 1/2^ erge elan the Wndmv she bath vMkalN aid hortuann y. ' Yw may wish td pre-dMl the ImmllEMn Mks In tlm fln # thkikre. fwe AdSn st& ~anq mf as &AWaerUt Rep 2 Apply a generous, bead of dlkae th the bandde M Ire mgafing fin. Use enwgh snloorle to srdMlendy fln all voids hareaen file fln and the waY sMethn Rap 3 Iroettle Mtdaw edg de openbg from the oadde. TM window is labeLd'k,dd ' and `outsde", rid if theae labels have been fine OWN bead should aMays he nthe lmMe d the bugfing. Stag 4 IramN SItlTSAUerth m, etllustln9 Nan ureY fie W I Pkrrib In the apenng. Ml SMUM be hanged under the sll evcy 2 feat. Tle vdM d uld be bWol cantered In to operangsa" M more than 1/4' gap heaween fine wlMow and wall running. Sep S Retail A #10 x 1-1/Y straw 4' fmrn the caner of the fin at each and ofihe head sill and ban punns. Step 6 kamll the rernelnkg hNnenas In ill MveasMa hour the caner screws to the Genic Mead) frame member. Ike we na w over - Tartan the screws and Pa deco through the fin. Also, make sure the screws in straeht and do oot cruse the fiame to bow. well fro" should be a mini num M #2 SpvayPine/Flr. Fasterem Sould be #10 samvs M safidam WqM W achleva 1.31g, salon Into the well and M less thou OF Amur sells of heating, Fastener quantW needed in each side d frame W acheve 8'.spacing Leaph M Frane Memher 10- 118' I 2/^ 1 34" 1 41' 50` Sir 66" 1 74" 1 /2" a0" I W Numhc elf Fasteners 2 ] 1 4 1 s 1 8 1 r 1 a 9 1 10 1 11 11 13 I Rssnove ex� snkae' Neese wP hour could Ore hn aid Ins for hoes or oohs. Use snkene W fill any vase. Rep B Ifdesyed, a foam ksvlodm an ce applies ro see unable gap bebvem the wntlow and wall hamkg. ff aypIW, M m &be die w AY EX➢AXpIN6 lY➢E FRAM. Step 9 Snee base wBdows are "kally used in room, W1O, high md,,,%e: bathrooms, R is remmmended dot the k*Aw gap behms'T the wirdme and wail hemelg also be eeeed Wth sllkare and tooled an as not W Interfere wth the m#alledon of walihaani, de a trim. Step 10 Once all wrovucdon Is conpMm, rmeve the bubble Wrap from the Inside and mhkla M the vAntlay. If necessary, dean the desks with a rNM dedgent and warm wider usft a soh cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Approval # Method Rooflng: 1st Choice AD COUNTY APP. CERTAINTEED LANDMARK30 NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL5444-R13 2nd Choice DADS COUNTY APP. OWENS CORNING AKRID E AR FL16828.1 W/ 3/8" MIN PENETRATION THRU SHEATHING 3rd Choice COUNTY APP. Inusrues, KO IdtLtd Cambridge AR FL7006-RIO FL 0061 4th Choice CADNTYA GAF FL10124.1 ROOFING UNDERLAYMENT: 1st Choicel I INTERWRAP, INC. RHINO ROOF UNDERLAYMENT SHALL BE APPLIED AND FL15216Hi3 U NDERLAYMENT ATTACHED IN ACCORDANCE WITH 1 WOODLAND PE it UNDERLAYMEMS-HVHZ .1 nd Choice NDUSTRIES INC #30 ASPHALT -SATURATED ORGAN C FELT ft905.1.1 FL172C6.1 Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 73W6 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J• BOLTS L15279-R5 52 9.5 2nd Choice +30.0/-32.0 CLOPAY FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 THERMATRLLCORP. ER SS DOOR GLAZED INSWING 2X BUCK ATTACHMENTTO BE ATTACHED WITH 3/16' X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL15225-R4 THERMA TRU-CORP. FLUSH 2nd Choice +67.0/-67.0 OUTSWING AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM FL15225.5 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. TYPICAL ALL 4 SIDES) Siding: 1st Choice +0/ -146,3 The Tapco Group 7" Staggered INSTALLALTON FASTERNERS ARE GALVANIZED STEEL ROOFING FL20403.17 Shakes NAILS 1W LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10' O.C. HORIZONTALLY, EMBEDMENT TO BASE MATERIAL • N.A. N.A. N.A, SHALL BE BEYOND WALL DRESSING Win ow : 1st Choice +40/-50 MI WINDOWS 3540 SERIES Bin a Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN, 11A' EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE 08 WOOD SCREW OF SUFFIENT LENGTH TO ACHIEVE 114" INCH MINIMUM EMBEDMENT FL 17676-R6 +40 -50 / MI WINDOWS 3540 SERIES single Hung (flame) +50.0/-50.0 MI WINDOWS 3540 SERIES FL18644-R2 picture window IN WOOD SUBSTRATE. FL1B644.2 Mullions: 1st Choice MI WINDOWS M-1926 Vertlaal FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A i'A FL 1.8504.2 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE Fixed Glass: 1$t Choice +50,0/-50.0 U 625 FOR UNIT INSTALLATION USE 3/16' TAPCON ANCHOR FL185.R10 WITH MIN. 1W EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ 08 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN, EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED 10 1/2' NAILS 10" O.C. IN FL16503-R3 FL1650 .4 Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM 24" Ge. Galvanized DIRECT MOUNT TOP 'A"-20 MALE PANELMATE W/ F'L16293.1 46 PSF INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 12'/z" O.C. BOTTOM'k"-20 SIDEWALK Panels BOLT W/ POWtRS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: Ff. # 82126 TO Z z z � i Y/ CL R4 CL z N 0 l � — , I � — Z ✓ � N O W E O 6 I aa�� ix O m g0^ E to LU c CID 0` I- Q y .H 0 _ ohm U Q P O ♦ Affillations: e o ♦ Consultants: y b 8 N DO S_ LU 'o N a m pNp E H F Q H Qp iF 3'F 4 E yy QRi�rnZ �y ii Cut 5 i8d q' Ci y�'�iNO i sa emF Q� Ig LL .9 w� W N yy m rigg', 8'L Q Zr Q �o oi�'3Lw� d a1 Eg5 g' pD LL a- W 0 132 p tr N ul EA.-;E W '.2 g ULI g �.y F m�DD El L9rr Q lb t �o C] 'QOFE "FFrp d11111llilL°�?°° ♦ I Builder: 1 j Q M 3N _W �Q U °- J NO L6 F—: Lu W o a "m Z 0 O O ad S M � � 1♦ I Job Information: 1 • L o rn ice+ N / 3 a I..L� O CID V I— I— 0 E on Z U GJ c Lo 0) i W �o J (h oo N c+m +� (n m m i z m�� — 0 -j UJ J m W U) w LPL j ♦ Revisions: i 1 YV 2 3 ♦ Model Name / Number: 2010 ♦ Plan Issue Date: Monday, April 29, 2019 VI KA PROJECT NUMBER: ' 19-2901 Sheet: S-5 Of: ' MATERIAL REFERENCE INFO (PSL) FLASHING REQUIREMENTS MECHANICALLY FASTEN AS FOLD UP WEATHER NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER& WEATHER RESISTIVE BARRIER R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing described in Section 1_ SELF -ADHERED FLASHING TEMPORARILY SECURE DOOR ROUGH OPENING THESE DETAILS ARE GENERIC AND MEANT TO SHOW as R703.4. Awater-resistive barrier is described as a material behind an exterior wall covering that is G WEATHER ", RESISITIVE WINDOW UNIT GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. intended to resist liquid water that has penetrated behind the exterior covering from further intruding - BARRIER ,' �' WOOD FRAME CONSTR. SLOPE into the exterior wall assembly. An exterior wall covering is described as a material or assembly of `- TAPE s ,' �,' EXTERIOR SHEATHING SELF -ADHERED FLASHING 3r4"-1' BEAD OF CONSTR. BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 in SELF FLASHING materials applied on the exterior side of exterlor we for the purpose of providing aweather-resistive barrier, Insulation, or for aesthetics, Including but not limited to, veneers, siding, exterior Insulation and • - 5 OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) -ADHERED finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. ( 1 { Z twa>n,ca"wn""w� WALL BY6IN. UP JAMS E"WEATH RID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF ADHERED FLASHING PRODUCTS DETAILS with A W D226s or T barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved border be water -resistive shall applied over studs or z g WEATHER RESISTIVE SELF -ADHERED FLASHING EXTERIOR `CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND sheathing of all extedor walls. Such felt or material shall be applied horizontally, with the upper layer Y lapped over the lower layernot less than 2 inches (51 mm). Wherejoints occur, felt shall be lapped not s ^ Z BARRIER SEAL TOPS OF JOISTS UNDER DECKING /! ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 less than 6Inches (152 mm). The felt or other approved material shall be continuous to the top of walls d -' o- SUBFLOOR (SEE DETAIL WP07) and terminated at penetrations and building appendages In a manner to meetthe requirements of the m SELF -ADHERED FLASHING exterior wall envelope as described in Section R703,1. P Z �Ln HEAD FLASHING TIE-IN INSTRUXTIONS: WIRE LATH Detail Instructions R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied m Qf 1. Cut, fold up 8 temporarily secure weather RIM JOIST Refer to the number marked as in each detail that corresponds to the over wood -based sheathingshall include awater-resistive vapor -permeable barrier with a performance , of least equivalent to two layers of Grade D paper. The individual layers shall be installed independently >♦-+ Liu � resistive barrier above header to allow forflashing Installation 2. Self -adhered flashing plus head fleshing under weather BUILDING numbered items in the list of instructions below: such that each layer provides a separate continuous plane and any flashing (installed in accordance with p U _ $ barrier 3. Fold weather resistive barrier back over head flashing and 1 PAPER 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps Section R703.4) Intended to draln to the water-resistive barrier Is directed between the layers. Exception: Where the water -resistive barrier that is applied over wood has ° 0 w to c ` , E 2resistive o M E 8 seal with tape 2 2 O 3. Self -adhered flashing Can be substituted for building paper -based sheathing a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco � as 0 a m 4. Split the release paper using the ripcord (Split release on demand, by an intervening, substantially nonwater-absorbing layer or designed drainage space. w rn� ` e Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW W PO 1 SELF -ADHERED FLASHING W P02 SELF -ADHERED FLASHING CEMT. SILL/ POTSHELF/ CHIMNEY SHOULDER W P03 embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 9 R703.4 Flashi A roved corrosion -resistant flashing shall be applied shingle -fashion in a manner g PP 9 o .- = y y t no 0 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A FINISH 5. Remove all release paper per standard installation instructions and preventent water into taut or entry cavity penetration of water to the building structural framing U adhere to substrate using a square piece of flashing material (6" x 6" components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterlor fenestration products shall be sealed at the juncture with the building wall with a sealant complying with 9 c Q a EXTERIOR SHEATHING RUBBERIZED ASPHALT RUBBERIZED Minimum ) AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, � o ♦ Affiliations; EXTERIOR SHEATHING 314"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE ASPHALT 6. Fold as shown by arrows ASTM C1281, AAMA 812, or other approved standard as appropriate for the t p type Of sealant. A Il ADHESIVE TO BE APPLIED UNDER FLASHING JAMB 8 HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE NAIL BRAND FLANGED WINDOW ADHESIVE SELF ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 714. The flashing shall PP g P y 9 extend to the surface of the exterior wall finish. Approved corrosion resistant flashin s shall be installed at PP 9 UP JAMB 6". USE LIQUID DETAIL WP01) tight tO corner following locations, g p REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE 8. Mechanicall fasten as necessarythe y ♦ Consultants: LETTER ON CHEMICAL COMPATIBILITY , SCORED RELEASE PAPER 1. Exteriorwlndow and door openings. Flashing at exterior window and door openings shall extend to the E „ a m t0 ro surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent SELF ADHERED SELF- ADHERED FLASHING, EXTEND A MINIMUM 6" �-e • (BEFORE FOLOINO, SCORE RELAE EEeR EAaaT W osE drainage. Mechanically attached flexible flashin s shall comply with AAMA 712. a9 Y 9 P Y ,, o •r �y n N m 'o N FLASHING VERTICALLY FROMP BOTTOM VERTICALLY Flashing at exterior window and door openings shall be installed in accordance with one or more of the �3 i3 g Q 6f _ HL s a THRESHOLD ' MECHANICALLY FASTEN AS IN CORNERS following, o n "% m DJ •+ V v^a - v O o F w ' £ rn SECTION -A NECESSARY THROUGH SELF FLASHING 1.1 The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed .G_ „ - ro, � = B a � a to � s ,; 5 $ � PS o (SEE DETAIL wPoz) -ADHERED In the fenestration manufacturers Instructions, In accordance with the flashing manufacturer's Instructions. � "-.N a N \g a Iw_- 5 g � $ 9� a �` lV SELF -ADHERED FLASHING O VVV Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as 10 direct water to the g" z a €g < E z "'� " qj N x 2 surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or head 8 g m a wF LLJ 0. _6 m �� $+� i € 94 M"' •� �' a SELF -ADHERED FLASHING 5 protection at the and sides. - • •R Bt�e@s` 1.2. In accordance with the flashing design or method of a registered design professional. to c s ~,b NAILING FLANGE 4 1.3. In accordance with other approved methods.�'' m' ¢ p ¢ 2 FLASH OVER © SEAL TOPS OF JOISTS 6 1.4 In accordance with FMA/AAMA 100, FMAI AAMA 200, FMAANDMA 250, FMA/AAMA/ WDMA 300 or FMAIAAMA/WDMA 400. 2. �'- a C iD n 0 q ; •- DO NOT - 8 UNDER DECKING At the intersection of chimneys or other masonry construction with frame or stucco walls, with E BOTTOM NAILING FLANGE (SEE DETAIL WP07) 2 7 projecting lips on both sides under stucco copings. c .n ,r, F,`'• lT•-: 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. m d .,�� s� co ej. ; f'.,• F �; •• r•i�',,* SELF -ADHERED FLASHING W PO4 SELF -ADHERED FLASHING W P 05 SELF -ADHERED FLASHING (� W PO 5. Where exterior inters porches, decks or stairs attach to a wall orfloor assembly of wood -frame construction. c • a,�r'p�O HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER VAt walland roof 7. At built-in gutters. G A SELF -ADHERED FLASHING v DECK PROTECTOR v SHEATHING Y - - Cement Plaster 7/8" 7/8"Cement Plaster o --_ in accordance within ASTMC926 accordance with SELF -ADHERED ASTMC926 5 - FLASHING PATCH Felt backed metal - Felt backed metal 5 lathe in accordance lathe in accordance ♦ Builder: fiELF-ADHERED FLASHING PROVIDE MIN 8" WATER _ . _ with ASTMC1063 with ASTMC1063 T PECK PROTECTOR RESISTANCE COATING r" w AROUND ENTIRE PERIMETER EXTERIOR FACE OF BLOCK, Building Paper Building Paper G N I ` ' AROUND THE INTERIOR OF / 7/16" O.S.B. Is, O.S.B. ',' : W M •+ Q � 1 , THE OPENING AND THE FULL PRECAST SILL- � � sheathing i'/ sheathing ,'; sheathing 3 D O LV Ill J DOUBLE SINGLE JOIST Metal Keep top edge c O iiow I JOIST SELF -ADHERED FLASHING Flashing of weep screed 8 = d Q Q SELF -ADHERED FLASHING 1 . - 2" below top Of m Z 0. 0 J 2 31/2" block N 3^ IN Unperforated VUICUME Flange �r W O O JJ 4 Weep Screted cauk bottom W W 2 O 5 joint Only Maintain � Q o m N o Metal Flashing Bottom of 11� W SELF -ADHERED FLASHING FwP07 SELF -ADHERED FLASHING WP08 MASONRY INSTALLATION WP09 3-1/2" Unperforated Weep Screed Flange 7/8" Wee Screed 11/2"to2" 9 P a b ® IL 8 O < o z 1H0,8362X;DECK JOIST OUTSIDE CORNER FLASHING 2 o o Above Roof 1/2" Cementitious Sheathing Decorative Finish = o J $ th m rn o m 5 • • i , All inside and " € ♦ Job Information: outside corner will EXTERIOR WINDOW UNIT need to be miter O CEMT. FIN. cut and caulked all Cement Plaster ; c BUILDING PAPER SLOPE butt joints need to in accordance .. '••o, ,S••' becaulked using Q rn 0.3 in; 12.0 in SLOPE with ASTMC926 Vulcum caulk for all SLOPE 0.3 i12.0 n n: i (0.6 cm ! 30.5 cm) 0.3 in : 12.0 in (0.6 cm : 30.5 cm) over wood 2nd floor �S a (0.6 cm : 30.cm) T N c Odic 3 SELF -ADHERED FLASHING O WIRE LATH FLASHING `--- EXTERIOR Vi IR Z tJ (D to O 0) CEMT. FIN. ro 1 r 1 LIJ 0 7 y M BUILDING PAPER WIRE LATH' - .. v > J ' DO N Cl)M fn SELF -ADHERED FLASHING 1/2" Cement PF Plaster Finish - Q z_ tp c� a) Co Z O J w Z)� Block m J m in Cn 0000 LO WIRE LATH .: 2 1/2" Perforated BUILDING PAPER _ Flange 1/2" Weep Screed g ♦ Revisions: BUILDING PAPER Cement m 1 YV Plaster 2 over block EXTERIOR 15tfloor ' a 3 WINDOW UNIT CEMT. FIN. Install bottom Slab ♦ Model Name / Number: edge of weep screed 1" below S 2010 finish floor Vil Plan Issue Date: OPTIONAL DETAIL 9 Monday, April 29, 2019 V1 KA PROJECT NUMBER: $ Note: 3 03 9 19-2901 The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL o Sheet: of: MT F NISHRWINDOW FLASHING W P 1 0 SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL 7WP 1 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL W P 12 SCALE: NOT TO SCALE the Weep screed. �� CSELF-ADHERED WATER PROOF a DETAILS •s.�- SEE FLR. --,\:;:-; :I PLAN FOR BEAM SIZE I : FILLED CELL (TYP) 8" CMU W/ 3000 PSI ' I SIMPSON HUC410 W/ (18) 1/b"x23/a" TITENS GROUT & LINTEL W/ & (10) 10d NAILS. 1 #5 MIN. LAP 30" I (ACI 530) �-� BM./CONN DETAIL I I I III SIMPSON H2.5A TYP I I 1-� I 1 1 1 I I I I I —L—J—_J 111 = 1'-0" I ' 111 III nl , III I III — lu -II III c O III III 111 (2)HTS20 III III -- --- „ III H10A w I I I PRE-ENG. TRUSSES SEE ROOF FRAMING PLAN ------------------------ HEADER BEAM OR 1/2" PLYWOOD - (SEE FLOOR PLAN ON THIS SHEET FOR SIZE) ABOVE A24 PO T TO BEAM " SOLID PAD OUT IF BEAM IS LESS ; I THAN POST WIDTH SEE DET. ON THIS SHEET I I I 6" X 6" #2 SYP ; 12x4 P.T. POST 2) 1-3/4"x11-1/4" LVL I I I I I I I _ _ L " X 6" #2 SYP P.T. POST ; � I I I I I SIMPSON ABU-66 W/ 5/8" PAD OUT DETAIL x6" WEDGE ANCHOR ) SCALE: 1" - 1'-0" ; 1 I I ----------------------------------------- I , I e q� v POST SECTION SCALE: 1/2" = 1'-0" 20'-6" 10'-3" 10'-3" 91-9" 9'-9" .. v ----------- M\,-� I I 4" 2500 PSI CONIC. SLAB W/ 6x6 10/10 W.W.M., OR FIBERMESH/FIBERMIX ADDED TO THE CONCRETE IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-294 FOR FlBERMESH OR NER-414 FOR FIBERMIX• OVER 6 MIL VAPOR BARRIER I 4" PATIO SLAB W/8" x 8" THK'N EDGE 20'-6" -30"x30"x12" DEEP W/ (3) #5 EA. WAY g-.g„ 9•-9" (TYPICAL) 6" (2) #2 2x12 SYP BEAM _____________________ ®___-____________-_-______-- 111 111 III P.T. 6x6 POST nl Iq 111 III u, O o�,o n „� ln0 oho II' II' N I N I III Z V1 voi Z to _ . N II' 0) 111 \'L \ 0 LIGHT INSTALLED IN W \ \ . x ,1LD BRACED OUTLET o v T FOR POSSIBLE a o a o a FUTURE FAN M N Pi III W ��3c wp 0 n I11 GFI I 1 `-------------- _____________________________________________________________________________________-I ROOF PLAN FOUNDATION PLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" ADD FILLED CELL W/ COVERED PATIO WHEN I L � VDOOR LOCATION MAY VARY FLOOR PLAN SCALE: 1/4" = 1'-0" 5 z Z m Z S a �4-J w O w N V) Z a�§ g040 m 6� U ra ~ U o,o•- o "m O 0 x :n�rn 8.2 �<i c Q o ♦ Affiliations. ♦ Consultants: � y N f0 O�U � � 8 F'— O N N 'p pp t♦: ik qk @02, E m @fim �mz Q"Io m U yev O•unMIQ= Ci'LL LL Ol uj 0 a w � w i"a IV Builder: AfOFF aco 3 U) C4 W_ `" U a J W Z W a cj z O O 0 //I,�� IV I Job Informatlon: O a� � a 1 0 0 om O� z 0) w J N Cn / 00 cN m a-' cn .�., Z a O w m � tf _I co U) U) ♦ I Revisions: 1 YV 2 rV Model Name / Number: 2010 Plan Issue Date: Monday, April 29, 2019 KA PROJECT NUMBER: 19-2901 Sheet: P � Of: WIN I[0101kaZi]: 4r L B\ 2' 16 X 7 OVERHEAD DOOR FLOOR PLAN "A'� SCALE: 1/4" = 1'-Q" Rating cn m z 0 w w Q cn W O Qo 00 Q N Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. m IL I