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Home My WebLink AboutPLANSTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA C DRAWINGS TERMITE CAST IN PLACE CONCRETE CODE CRITERIA INDEX OF DRAW0 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDE-S, INCLUDING SOIL APPLIED PESTICIDES, SHT NO: TITLE 0 V BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 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" ALL CONSTRUCTIONSECTION 202 0 USE P 0 SEE E PROTECTION LABELED FOR E AS A PREVENTATIVE TREATMENT T NEWR ( REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A PLUS 0 MINUS 1" AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT ER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDABUILDING E A B LD G COD 6TH EDITION 17 RESIDENTIAL D 20 ( ) FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34-43 TIO OF SUBTERRANEAN TREATMENT IS IN ACCORDANCE WITH RULES TREATMENT FOR THE PREVENTION SUB E RANEAN TERMITES. TREAT AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORA PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST R-A-COR" WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION . OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. . 5 WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A A1064M. S WWF HALL BE LAPPED AT LEAST 6" AND CONTAIN AT S / NTA N LEAST CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS 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/ A615M 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 R ED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS &FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING, SPLICES 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. S. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE Bth. 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 BUILDING CODE REQUIREMENTS F U NT5 OR STRUCTURAL CONCRETE - ACI 1 -14 Q U C ( 3 8 ) 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 7-10 / 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 PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: EXTERIOR COVERING MASONRY WALL CONST. R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1.063 AND THE PROVISIONS OF THIS CODE. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (f'm = 1500 P51) 2, MORTAR SHALL BE TYPE "f'm 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 (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACHEMENT I ATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2" LONG, 11 GAGE NAILS NAMING A OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. .0. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 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, 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. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10, DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-1.4. It. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR I -JOIST*** LL LL/180 LL/360 LL/360 LL/480 TL/120 TL/240 TL/240 TL/240 COMMMENTS: 7/1S" HEAD. OR 7/S" LONO. 16 OAOE STAPLES. SPACED NOT MORE THAN a INCHES ON CENTER VERTICALLY AND HORIZONTALLY (REF. 2017 FRC R703.7.1). R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. R703.7.3 WATER -RESISTIVE BARRIERS. *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" *** TL MAX 1/2' GENERAL ROOF LOADING WOOD CONSTRUCTION WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER MEABLE BARRIER. THE INDIVIDUAL SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPYER SHINGLE METAL TILE HEAVY - LAYERSWOOD-BASED LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS SHALL PR PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE 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. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19%OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 BOTTOM SYNTHETIC HOUSE WRAP. 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD DL 10 30 10 10 R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLEAFASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHINGSHALL ONS. AL BE INSTALLED AT THE FOLLOWING LOCATI EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. 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 RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 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 WITHOUT WOODEN TOP PLATES. TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE 20 50 10 • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. (NON -CONCURRENT) - CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FEDOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E 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: NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING • AT WALL AND ROOF INTERSECTIONS AT BUILT-IN GUTTERS. EXTERIOR OR OSB ROOF DECK: PLYWOOD C-C/CGROUP FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. EXTERIOR CEILING LATH ATTACHMENT PER THE ASTM C 1063 7 ETAL IATH A LATHS B 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. TOP CHORD LL TOP CHORD DL 40 (PSF) 10 (PST) COMMMENTS: 1 COVER SHEET 2 FLOOR PLAN z z 8 n V./ 3 FOUNDATION PLAN z 10 3.1 FOUNDATION DETAILS d n � a W �m 4 ELECTRICAL PLAN r /'1 - 5 ELEVATIONS V i z g Qto UI m 6 TRUSS LAYOUT v w S-1 LINTEL PLAN Y M S-2 DETAILS o a)v)0w L9 6S-3 DETAILS�"j7 E N 0 0 S-4 DETAILS ru m° S-5 PRODUCT INFO SHEET g o2 a WP WATERPROOFING DETAILS _ } '�02 P-1 OPTIONAL PORCH ®c �- s M-1 HVAC 0 ¢ p $ o 5 Affiliations: A H `v .. R-Cerveb z B u, ' E . Consultants: JUN 0 4 ?019 M to ST. Lucie County, Permitting u� N w N a@ a g i3 g R Q r !I z �' � le C$sN°f Ud` -o S JHS p �mF, W 0) s U) ) g 9 a rI c > a` .a N = O - pp ¢ c� Q EN,O N w-v ic? Lu 2`°irnz O 'C Z� � i°-� �b a •; ,ate ry� ❑ ❑ :L �:� 0 ter" am `A •' 10.2.2 DIAMOND MESH EXPANDED METAL LATH, FLAT -RIB EXPANDED M H E ATTACH�HORIZONTAL WOOD FRAMING MEMBERS WITH 1'&IN. (38.1--MM) R00 AILS DRIVEN FLUSH WITH PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES THE PLASTER ATTACHED TO VERTICAL WOOD FRAMING MEMBERS COMMON NAILS, OR 1-IN. BOTTOM CHORD DL 5 (PST) ¢ 4�'r/17iil•r, :: (25-MM) ROOFING NAI TO A PENETRATION OF NOT LESS THAN 19.1 MM), OR 11N. (25-MM) WIRE 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STAPLES DRIVEN FLUSH WITH STER BASE. STAPLES SHALL OWNS NOT LESS THAN 3k IN. (19.05 MM) STRUCTURAL PLAN SPECIAL FLOOR LOADING m AND SHALL ENGAGE NOT LESS THAN STRANDS OF LAT ENETRATE THE WOOD FRAMING MEMBERS NOT 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS LESS THAN 3/4 IN. (19.05 MM). WHEN M H IS OF ER SHEATHING, USE FASTENERS THAT WILL -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. PENETRATE THE STRUCTURAL MEMBERS NOT n IN. (19 MM). 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: o WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) *6 7.10.2.3 EXPANDED 3B IN. (9.5 MM) RIB L ALL B CHED TO HORIZONTAL AND VERTICAL WOOD FRAMING 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:Fi 100 (PSF) MEMBERS WITH NAILS OR STAPLES TO P E NOT LESS T 41N. (44.5-MM) PENETRATION INTO HORIZONTAL 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY o WOOD FRAMING MEMBERS, AND 3,4- 9. -MM) PENETRATION RTICAL WOOD FRAMING MEMBERS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIGHT STORAGE 125 (PSF) c 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES Y 7.10.2.4. COMMON NAILS 5 BE BENT OVER TO ENGAGE NOT LESS THA STRANDS OF LATH OR BE BENT 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS 60 (PSF) OVER A RIB WHEN RIB INSTALLED. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 150 (PSF) 2 BUllder: AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL @ HAND RAILS (d) 200 (PSF) w 7.10.2.5. SCREWS ED TO ATTACH METAL PLASTER BASE TO HORIZONTAL AND VERTICAL WOOD FRAMING MEMBERS AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) SHALL PENETRATE OT LESS THAN 58 IN. (15.9 MM) INTO THE MEMBER WHEN THE LATH IS INSTALLED AND SHALL S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) c ENGAGE NOT LESS THAN THREE STRANDS OF LATH. WHEN INSTALLING RIB LATH, THE SCREW SHALL PASS THROUGH, SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) $ W M BUT NOT DEFORM, THE RIB. STAIRS 40 (PSF) .3 Q W UPLIFT CONNECTORS FOOTNOTES i' 3 N m O O Y M 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG U TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOP. �+ Q NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A i z a G MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. .16 v/ W E NO FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: LU Q W o I. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Engineer listed In the titleblock of these CO N ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed c J W 000e n�/ PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to ® � 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 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to ¢ Co z THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to ' C LL O 0 INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Deslgner/Engineer are not ,ri IZ PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY P W O DURING BOND BEAM POUR. responsible for any plan enrors, omissions,or misinterpretations p 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN GONG. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. undetected and not reported to the Designer / Engineer prior to 70 FOOTING). construction. All construction MUST be in accordance to the v information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) MI6SIMPSONRM LIFTS TWIST STRAPW/(4) F C RN TITERS TO information found in these plans should be directed to our Quality ° V Job Information: MASONRY AND (CTOR NAILS TO TRUSS FOR UPLIFTS LESS THAN /4" LEIS (USE (2) MTSM16 FOR UPLIFTS LESS THAN TENS O. IF CORNER STRAP IS Assurance Manager at 321.972.0491 immediately. No backcharges MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TITERS ONE EACH SIDE OF TRUSS. WI11 be considered for reimbursement by the Designer/Engineer d N 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 Without advanced notification and approval by the c p MISSED, CONTACT THE FOR FOR SUBSTITUTION. Deslgner/Englneer. Payments will be made In accordance to the c. y terms of the agreement. y c m 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 A SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT f0 FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. O C MASTER REVISIONS - °DD Z Ov _� DATE DESCRIPTION W N m v > 0 N M 06-2812 STRUCTURAL REVIEW BY FDS (PLAN UPDATED) ® s DAMS HOMES z o J w m� tf o Of Northwest Floridan 10 E _jmcncnOo � V Revisions: 1 YV m 2 0 �,��ap �rp��t �r�} Ilrr I�r} yA� �nlA.�vt�tU/A1�pAA�t�O�,/f pt� /q vi 3 3000 "11UL0 ^L��LS tl�lfuVtTYl1u ��9®��D� �//�1►�� Model Name Number. IIIuOJ PARKWAY OlJr� w+ 2117 N N Plan Issue Date: ¢" Monday, Aprll 29, 2019 v SCANNED VFKA PROJECT NUMBER: MODEL 2117St. Lucie County Y 19-2900 aSheet: � Of: 190b 0Oj6: 7 COVER SHEET U WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT 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 4O O (+) 27.6 (+) 27.5 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 s O 50 (+) 24.8 (+) 24.8 � I � 05 F� (+) 23.4 (+) 23.4 100 (O 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x T.0" 16'-0" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 25.0 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 WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 54,8" 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B A +27.6 / -29.9 \ b / +27.6 / -37, 0 BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING TOP BOTTOM SPECIES CAP(pl0 NO BW1 16.1 (2) lad TOENAILS (2) led TOENAILS SPF UPLIFT SP2 W/ (6)40d SP1 W/ (6)-1od BW2 16" STUD, (6) SOd PLATE STUD, (4) SOd PLATE SPF 402 BW3 16.1STUD 12) SP2 W/ (6) 10d (2) SRI W/ (6) SCd SPF 803 6 led PLATE STUD (4)100 PLATE NO BW4 15" (2) lad TOENAILS (2) led TOENAILS SYP UPLIFT BW5 SP2 W/ (6)-10d SPI W/ (6)10d 16" STUD, 6 10d PLATE STUD 4 10d PLATE SYP 439 7BW6 (2) SP2 W/ (6)10d SPI W/ (6)lOd 16„ STUD 6 10d PLATE STUD (4)10d PLATE SYP 878 NO BW7 12" (2) led TOENAILS (2) led TOENAILS SPF UPLIFT BWB SP2 W/ (6)'I0d SPI W/ (6y10d 12" STUD, (6) 10d PLATE STUD, (4) SOd PLATE SPF 535 BW9 (2) SP2 W/ (6)10d SPI W/ (6)10d 1211 STUD. (6) IDd PLATE STUD, (4)10d PLATE SPF 1070 BW10 12" (2) led TOENAILS (2) led TOENAILS SYP 0 BWll SP2 W/ (6)10d SPi W/ (6)-10d 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SYP 585 BW12 (2) SP2 W/ (6) 10d SPI W/ (6}SOd 12" STUD, (6) 10d PLATE STUD, (4)10d PLATE SYP 1170 BW13 NOT USED 2x TOP PLATE TOP OF WALL , /--DOUBLE SEE P� MASONRY WALL OR ICIF 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 EE MSO3/S.1 FOR NO UPLIFT CONNECTORS ERG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MIDSPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8' 0- SCHEDULE ABOVE F.F. SEE FDUNDATION . y �'. -. PLAN FOR MORE B & S O.0 2x P.T. W/ 1/2" A . 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' THEN HD @ 32" O.C. 7/16" OSB PLYW'D W/Btl NAILS T 4"oc EDGE. SEE GENERAL NOTE #8 IN HELD AND EDGE. SEE GENERAL NOTE BRG. WALL DETAIL GENERAL NOTES1. SEE FLOOR PLAN FOR WALL SD 2. ALL STRUCTURAL LUMBER TO BE SYP #16R SPF #2 UNO ON PLAN. 3, CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SIM AND WE CONNECTORS CAN 9E SUBSTITUTED IN PLACC FOR THE SPI AND SP2 INDICATED IN SCHEUULE ABOVE 5.IF'BW"IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/331 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) B. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSS PLYWOOD W/ ad 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 SHEARNALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE e.I THE BEARING WALL SINDILATED WITH THE BWI,. BW4, BW7 8WIOTHESEWALLS 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. SPI/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= 0.148' DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPUFT(Lb) C1 (8) 2 x 4 #2 SPF (4). led TOENAILS 0 C2 (3) 2 x 4 #2 SPF DTT2Z W/ 1/2" WEDGE ANCHOR* & (8)1/4" X 11/2" 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1-OR- (4) - led TOENAILS 0 DTT2Z W/ 1/2" WEDGE (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4- X 11/2- 2145 SDS SCREWS C6 4 x 4 P.T.42 ABU44 W/ 5/8' ATR** G = 6685 SYP POST & (12) - led NAILS U = 2200 6 x 6 P.T. #2 ABU66 W/ 5/W ATR** G= 12000 Cfi SYP POST & (12) - led NAILS U = 2300 8 x 8 P.T. #2 ABU88 W/ (2) - 5/8" ATR** G = 24335 C7 SYP POST & its) - lad NAILS U = 2320 3.5 x 3.5 P.L. 1.8E F4-2400 PSI HDU5SDS2.5 W/ (14)1/4" x 21/2" SDS WS & 6/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5-SDS2.5 W/ 114)1/4" x C9 1.8E Fb=2400 PSI 2 1/2" SDS WE & 5/8" EXOPY 5645 WOLMANFZED IF EXT. ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Fb=2400 PSI HDU8SDS2.5 W/ (20) 1/4' x 21/2" SDS WE & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** C71 5.25 x 5.25 P.L. 1.8E Fb=2400 PSI (WOLMANIZED IF EXT.) HDUS-50$2.5 W/ (20) 1/4" X 2 1/2" SOS WS & 7/8" EPDXY ANCHOR, OR ATR*** 7870 7 x 7 P.L. HDU8SDS2.5 W/ (20) 1/4" x C12 1.8E Fb=2400 PSI 2 1/2" SDS WS & 7/8" EPDXY WOLMANIZED IF EXT. ANCHOR OR ATR*** 7870 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 112" ATR 6" EMBEDMENT FOR 5/8" ATR B" EMBEDMENT FOR 7/8" ATR 5. IF ICI 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 (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL CIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING ad 0.131' X 2 ih' 0.13l" X 2 ik" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS lad OR 12d 0,148" X 3" 0.131' X 3" SEE PLAN BLOCKING & TOE 0.148' X 3'A' 0.131" X 314' NAILS & TOP PLAT 12d 0148' X 3 -A' 0.131" X 3 �&' 9" OR.(COMMON) STUD WALL 6' O.C. GUN NAIL) CORNERS 10d 0.148' X 3' 0.131' X 3" 8" O.C.(COMMON) STUD PACK 8" O.C. GUN NAIL) COLUMNS led 0.162" X 3 AS' 0,131" X 3 "/4' (2) 16D(COMMON) SEE PLAN (3) 161) ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 X 8 42 SYP W/ 7/t6" CONNECTION: PROVIDE (2) M DES FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HEFA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. 12) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) M BEAM TOGETHER USING (2' SIMPSON RTS20 TO WOOD POST ROWS OF NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 X 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 058 FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) SFAM TOGETHER USING 12) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -13/4" x 1t 1/4' LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" X 3 1/2" SDS WOOD OR (2) SIMPSON H ETA16 TO CMU SCREWS 016" O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2) - 13/4" x 11 7/8- LVL 2.0E Fb=2600 PSI, NAIL BEAM CONNECTION: PROVIDE (2) M"5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2' SDS WOOD SIMPSON WS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HErA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -13/4' x is* LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) BM6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016" 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 H7 (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 W7112" FLITCH PLATE THIS SHEET H4 e (2) - 2X12 02 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H5 (2)-1314"X 111/4 ATTACH TOGETHER W/(2)ROWS I14"X312' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ i6" O.C. TYP. EACH SIDE H6 (2) - 1 3/4" X 7 1/4 ATTACH TOGETHER W/ (3) ROWS 1M" X 312' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C, TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 20 WALL 2X6 OR 2X8 WALL JACKS KINGS JACKS KINGS SIZE EA END EA. END EA. END EA. END (1) (2) (1) (2) 4'-0"-9'-0" (2) (3) (2) (2) 10'-0" - 161-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED F IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL P 2.1 HEADER TYPE 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 S. FASTEN ALL MOLT -PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" D.C. 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. Y N I MASTER BA. OPTIONS 3040 (1) PC. FIBERGLAS SHOWER IN LIEU OF LINEN CLOSET E 12'-0" 20,-6" 22,-2„ 9 9„ g^ le 6" l0 14L_ _ _ _ _ _ _ _ _ _ _ _ _ .� _ _ _ _ _ _ - _ _ _ _ _ _ - 1 I I I I I I I COVERED PATIO SEE SHT (P) FOR COVERED PATIO INFO b 20X10 , T� i I I 01 .i 4'-8" 14'-0" I I 9'4" 4'40" 11'-10" 101.01 25 SH DBL 25 SH I EGRESS DEL. 25 SH DEL. 25 SH 2868 © 00 EGRES © cc O HOSE do Do Do12 4". 3' 0" 1 25 -10 13'-6" I N Irx 0 BEDROOM #2 Im ° 15'6EA98 F 11'6" x 11'8" CATHEDRAL CL ti 8' CEILING 16'-2" '-3" 2'-3" 4'-0" 2'-2" 00 C4 ( OD = z 36" FLAT BAR MASTER SUITE 12'8" x 16'6" 8' CEILING ro+ TOP ON 341fz". _ 3'-6" I� N LL WALL o O V WS21 ti - r 1 x I `2 Li M I D/w l l 0 * - 2668 C4 z a L 11 RvA ©PROVIDE PLATFORM oaBATH 3 EQRBVAC-UNT --------------------- - J3 -------v Y _ i d 8'CEILNG VERIFY SIZE WIT L_o O N m IL n. m c3 w m Q g b ci V: 4 1n y PANTRY WALLS ¢ � "- aQ TO CEILING ; 2868 iv b a cs M.C. KITCHENp Ov1W = ,-------------- c a CATHEDRAL CLG ; * 0 Z>3 _ m '-2411'-7" 6'-101. 3'8" 1 4'-0" ii7 7'-7" L. 2'-2" ' i 6'-6" v 7'-0" I 1I 51 m z ;WIC cc a in ; B' CEILING W x " M 4068 a LO v OLO BEDROOM #3 _ _ _ _ zsss �� ti N cG Silo" x 12'0" w ' ry M. BATH 8' CEILING m p� �� L �,.,,7,." 8' CEILING N N iv o 10'"31, COEYING vOi x O TIM 5'•4" 4' •10" > O HANSON I I k'''79 COMP.6"7 UNIT I I ill BOX 0 36" 1 1 N c0 FOYER l l DINING ROOM °p W I I aFF 2468 • 2468 = m w I I N 9' CEILING 4 I I 10'-3" x 15'8" I I 8' CEILING L _ Ji L - _ IJ 3 X 5 O ... 2668 I I a F.G. q LINEN MS03 M.O. "4 I LIT p I I I N H2 a ( F"l SHWR O Sl I t4 u ® 1R/1SH o O mH 28611 BW2 C2 . i. 66B WF3 • S3 TDRYER HRU ROOF W.H 4'•1011 3'4i" 2, 7" 7,.2" - 10'•9" MAX DIST 35' 20'-0" O AB. a H4 ALI N ALLS / 4 N NOTE: BUILDER TO PROVIDE U) = m m 8' CEI ING N 4 w/ R ING 8.3 3068 m APPLIANCE PROTECTION IF REQUIRED BY MUNICIPALITY. p S-3 DOOR & TRAN SEE SHEET 4 FOR DETAILS G.T. -- ---- ' 1 3 WF42 ~ BEDROOM so Q 2❑ "v S03 •-------------• 1 S1 Sim. C O S-1 ; ATTIC ACCESS ; o0 TUB/SHOW R o 8' CEILING m LOCATE IN FIELD N BOTH SIDES OF 4 ENTRY D I 22" X 36" MIN ..:. ENTRY CEILING SEE DBL25SH 1 "---------------" 7n ELEVATION 00 ti IC . S-3 Mi ■ Q C 1 _ S,3 in2 Un N =- - ---------- - CAR GARAGE N 8' CEILING 1R/1SH /1 in C 16" SQUARE S 2 COLUMN ------------------------------------------------ q It EGRESS 25 SH I 10'-4" 7' 0" 7'-4" T8" 1'-811 i v I I � i i S22 ; HOSE ' HI i � BIBB I 16x7 OVERHEAD 17'-0" 7'4" 9'.4' 2'-4" 16'-0" 2,q„ 34'-0" 20'-8" Ale 54'-8" SEE DIET. MS03 ON SHEET S1. 1 ATTACHED TO CMU W/ (1) JACK STUD W/ (2) ROWS 12d NAILS STAGGERED @ 8" O.C. (HTT4 NOT REQUIRED) 2❑ ALT, BASE CONNECTION TO HTT4 (1) SIMPSON DSP EA. SIDE @ ENTRY ONLY FLOOR PLAN SCALE: 1/4" = 1'-0" ALL ELEVATIONS +26.5 / -28.8 1 (p ) +26.5 / -34.4 +24.8 / -27.1 1 ( F ) +24.8 / -31.1 O+24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES c w _ WALL LEGEND � Z (,/T 0 I �_1171m FRAMED WALL V � Wig W BEARING FRAME WALL y 'G o v �0 W N o ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS x 0 SEE PLAN AND WALL SECTIONS FOR tN!) � 8SHEARWALLS. O - STUD SPACING AND GRADE. � 111 rn d osr�iN MASONRY WALL o rn � d Q P P QQ ♦ Affiliations: GENERAL NOTES E VI Consultants: to Go . R table 302.6) If water based cep�' ` a o .+ N materia Provide /z" rL7Slr1/1� d for J 6" O.C. " 8 a umi cc N 00 Framing, or 5 or�or 24" o.C. Framing.$ $_ o M1 o sE a LILJ Note 1/z" sag-res- maybe used I.L.O. S F 1 Q N °i z LL Of 5/8" /8" type "X" gy d must L1e c n 5 g S B c� o ly Inst garage ceiling beneath habits room(s). '8 981 'S M. 0 ,� - Sa Baggy=v Q y��LLaE W a . R302. Penetration. D the gara a and It! ducts penetra Wei ellin s searatln the $ H c m 5 a cc dwelling from the ga I be constructed Or min- a w � g �n $ o 3 �f LL imum No. 26 g .48 m steel, 1 inch min- ma" g DJ E c i s Imum rigid etallic class 0 or c ct board, 8 6q g g m „ Z m Or Oth material roved and shall have enings n g g� -`v. .,, int garage. 8 R302.5.1 Door from garage into house must be a minimum 1 3/8" solid wood door, solid or �, `a LLA honeycomb steel door, or 20 Minute fire rated door. E c e Spmc hall m .I*� 4 * 1 �'*1w *** Col w♦* All d>.Ithrough s providing direct om the «•,*T �' ** •"•„�^j( " comhome to all be equl a minimum an an soundrm �ZZ'�/ tilt}� pres0 feet. The exit alarm shall a produce audible Pwhen the door or g windUnless a set Tiler complying with R45gh R4501.17.1.1 s installed Bathroom exhaust fans must vent to the exterior of Y the building, exhaust to attic space and soffits is not 6 acceptable. Ventilation shall be permitted to exit through the soffit If solld soffit Is Installed 5'-0" on each side of $ the venting. 5 e R302.6 The garage shall be separated from the residence and it's attic by not less than 1/2-inch m ♦ Bullder: (12.7mm) gypsum board applied to the garage side. 0 Garage beneath rooms shall be separated from all 0 habitable rooms above by not less than 5/8 inch $ ]IN (15.9mm) type X gypsum board or equivalent. Where M the separation Is a floor -calling assembly, the structure supporting the separation shall alsoProtected by not less than 1/2 inch (12.7mm)gypsum board or equivalent. QR312.2.1 Window sills In dwelling units, where the opening of an operable window Is located more than M72 Inches (1829 mum) above the finished grade or 'E z NSurface below, the lowest part of the clear opening E j W rj of the window shall be a minimum of 24 inches(610 mm) above the flnlshed floor of the room In oZ l0h the win i ItlOw s OCatCdGlazing between thefloor and 24 inches (610 mm) shall be fixed or have 1LLopenings through which a 4-inch-dlamater (102 mm) UJW0 sphere cannot pass. -�° 9 m Z R308.4.2 All windows within 2'-0" of doors and in = � O � 0 shower or tub areas will be Battey tempered glass. - o O J `O �. Gelling for exterior entries and covered porches to have 7/161. span rated OSB nailed per zone on i0 v roof diagram nailing schedule orb y S ♦ Job Information: EC' R402 2 4 A d O) N . cCass Core from condltlned spaces to unconditioned spaces (e.g., attics and crawl spaces) a y c shall be weatherstripped and Insulated to a level O equivalent to the insulation on the surrounding n surfaces. ' ` 2 . Laundry Note: (Unless noted otherwise) Provide dryer verrt thru roof max. IgL 35'-0", washer & dryer units f`p (washer unit to be always on left side when facing units) hanson box @ 36" aft O Q) . Porch C s: (See plan for the follo options) - O m Option 1. um: 16" exterior gy 4Td shall be attached to all a Z 0) if) framing In 2x blocking provided at perimeter. Th board s attached w/ Type "W" 11/4" all screws at 8" 0. 'led and edges. 7/16/16" OSB on underside of Too russes shall be attached to all framing members with 2x blacking provided at perimeter. The DEB shall be attached w/ Ed nalls at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. AREA CALCULATIONS 1st FLOOR 2115 S.F. TOTAL LIVING (AC) 2115 S.F. GARAGE 432 S.F. COVERED ENTRY (BASE) 46 S.F. COVERED PATIO/LANAI 200 S.F. TOTAL AREA UNDER ROOF 2793 S.F. w J N 0) C) rn N m y to 4�.• m N o Z Na i 0.JLUZ3 Jm(J)(nL010)LOL IV I Revisions: 1 11 2 1♦ II Model Name / Number: 2117 1♦ II Plan Issue Date: 1 Monday, April 29, 2019 ♦ KA PROJECT NUMBER: 19-2900 Sheet: 2 Of: FLOOR PLAN FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. jibs] F1.0 1'-0" X CONT. 1'-0" 2 #5 E.W. GOT. 2000 F2,p 2'-0" % 2'-0" 1'-0" 3 #5 E.W. 60T. 7200 F2.5 2'-6" X 2'-6" 1'-0" 3 #5 E.W. BGT. 11000 F3.0 3'-0" X 3'-0" 1'-0" 4 #5 E.W. BOT. 16600 F3.5 3'-6" %3'-6" 4 NS E.W. GOT. 21500 F4.0 4'-0" X 4'-0' 1'-0" 6 #6 E.W. BOi. 2gppp F4.5 4'b" X 4'-6' 1'-4' S U5 E.W. ROT. 34600 F6.0 5'-0" x a, 0" 1'-4" 6 #5 E.W. ROT- gp6pp F6.0 6'-0" %6'-0" 1'-4" 7 #5 E.W. DOT. 61500 GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE t 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. - 2 4" 2500 PSI CONC. SLAB W/ 5X6 10/10 W W F, OR MINIMUM 75 LBS 10 OC Ak OF FIBER PER CUBIC YARD FISERMESH/FIBERMIX ADDED TO THE ,,�^ CONCRETE, M ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 12' 0" 20' 6" 22' 2" S ` FOR Fl BERM ESH OR NER-414 FOR FIBERM IX, OVER B MIL VISQUEEN VAPOR Z BARRIER & TREATED FOR TERMITES. Z g 3 INDICATES FILLED CELL W/3000 PSI CONC, FROM FTR. TO 6" 6" Z BEAM W/ (1) Its REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTG c n � ¢ DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. _ W 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR — RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. to io f / Z 5 EXTERIOR SLABS SHALL SLOPE I/12" PER FOOT AWAY FROM HOUSE ®___________________________ ____________________ ______® c \/ N 0 U.N.O. ON PLAN. m 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE ; 4" PATIO SLAB I ; '~ w SUGGESTED (ESPECIALLY WHEN USING FIBER REINF, CONCRETE OR I W/ 8"XS" THK'N IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT EDGE M03 ; Y U — o A DEPTH OF 1/4 OFTHE THICKNESS OF THE SLAB. ' 3.1 61 SEE SHT (P) FOR COVERED PATIO INFO y ` ,� c o a E 7 NO WOOD STAKES PERMITTED IN FOUNDATION. M ' FM03 ' ,L ; M E \/ Ln m O i mP_`m 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED rn 3.1 I O ; O' b U W.2 n m DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. V) ; v F 2 LL tMn N 9 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 4' 4" 3' 10" 4' 8" 1 4' W. 7' 0" 1' 11" 3' 8" 2' 4" 7' 0" 4' 10" 7' 0" 3' 4" 3 w �m M U 'o 10 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT 3.1 ' I ¢ THROUGH SLAB ' 4 g TYP. O 11 PROVIDE 4' STEPDOWN TO SIDEWALK FROM ENTRY CORNERS Affiliations: ' STEP DOWN 4" 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: ■ iy REEQUIRMENTS IF SOLE CONDITIONS IN THE PTROJCTODO COMPACTION DR ■ _________________________________________________________•______________________________________________________________ A ✓f BD \ c EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE , ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF E Consultants: FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. HOSE DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) BIBB ; FM01 3.1 ' w 10 Go THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN o , 3.1 DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. ; ; d, n _ W E # (N 0 IMF ILL - ap fl �aI11 a mm= LL LL z fits" f0.0 eo W asLLT 0111 €d a _ ¢ a ,r O) Ell �� Zard W;ZZIIg N WW� w o�io�O�n -a O , o ,�"d g2g caib ryrn Zg �,•2IA�l4 g Q PROVIDE ELECTRICAL & PLUMBING i o% s �.;Ui�D ~ °D ' D/W I+ SERVICE THRU SLAB @ ISLAND001 8 ' W - _ LOCATION E- 11 �s s�LLLv�' ■ o: -'-----• `------' � _ I (REFER TO FLOOR) ' � %�O.•-1��.° r�� - N I O t °° 6g I I v- _ FM01 "-I ui OT.� . A.°' TUB ' . . LAV i0 H AC _ 2X6 WALL 8' S" 13' 6„ LAV,."'e` z L.2' 1" 2' 7" 2' 8" 6' 2" o r OD ` ' N _ a , 20 �S• d I •�" S " ' m VBuilder: LAV FM01 �.=,. w 3.1 ,�• �/� M I $ VI �• - 00 W �- e _ _W e VERIFY LOCATION ' �=PROVIDE CHASE 1' 8" 2' 8" 7' 6" 00 1 m a O Y M IM �=+ FOR HVAC UNIT I I „ , $ r�1 0 cc U W/ BUILDER' ■ .`, o Q 00 0 LU , , I 1 N <; , , , a `� , F.G. I i0 o D: Z ■ I SHWR " I ; o N O VJ ----- --------- .--- ------ -� ui IN ,,--, LAV ----------- ' - �' ® C Z ',WH : `' o_ O_ /O^ 1 , w . ' - L.L i I o 3.1 - , ■ I (/� 1 1 I N I Q q F2.b ' i ' -' • W/C STEP DOWN 4" , F3 11 , o Job Information: � F2.b 6' 0" 11' 4" 20 I ; -' O r__XB, , , , , FM01 0 (D3" VTR ■ ■ ' , 4;11/2" V7R d. :-I i , , '� FM02 y .a 11 2" VTR 11/2" VTR -- �- ----- , , I oI I 3.1 `- ' 5'10„ 11'6„ F2.S I 7,0�, 4,1 ---! C.J_- ---- --� E BO O d 11/2" VTR , , m , I , _ - '-- -----------, , , C 7 11/2" VTR ; F3.1 i ; , N i a V CO c-{ "O 1 in ' ' ' N LO 1-------------'t FMO3 I y c 07 o W/C ■ m I 9 W J m TUB ■ N M � 41 00 co U 2" m ro m Z m 3 3„ 5' 10" 3' 10" 6' 8" 7, 4" .1 9 4" O J L'L^I'^ LAV KSINK ' � J m (n vJ GO IOi W/C 3" INVENT v 4" STEPDOWN FROM v E 3" W/C F- ENTRY TO SIDEWALK YFMO ' !� Revisions: ` HOSE3 3" WASHER 3" (2) #5 BARS (2) #5 BARS BIBB °� 1 YV 3" 3" 3" LAV W/IN EA. F.C. W/IN EA. F.C.--------------------�----------------------- B 2 4" TUB 2" 3" 3 LAV - - o 4" 2„ TUB ■ ■ ■ vi 3 2" 3 Model Name / Number: 2 17' 4" 16, 8" 2' 4" 16' 0" 2' 4" lk - 2117 PLUMBING RISER RHG 34'0" 20'8" g VPlan Issue Date: 54' 8" Monday, April 29, 2019 g KA PROJECT NUMBER: m s 19-2900 FOUNDATION PLAN 3 SCALE: 1/4" = 1'-0" o Sheet: Of: ALL ELEVATIONS " FOUNDATION PLAN U LEGEND 0 -INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES CONCRETE FOOTING (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR IF GREATER THAN 2W' CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REFERENCE FMASW FOR STEM WALL OPTION 8" GRADE REINF. OPTIONAL CURB FOR F F_ VARIES SEE PLAN MASONRY ®ELEV. 0'-0"— W/ (1) - #5 BAR CONT. * �' Go z x � f, . I TR ,) 2 STORY: 20" X 20" REINF.- CONT, I16 I(2REBAR SEE PLAN .I` REBAR (2) # 5 REBAR BEARING 16" FM01 SINGLE STORY F G 1/2"=r-o" FM02 SECTION @GARAGE 1/2"=ro" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR &VrAiERENCE FMASW FOR STEM WALL OPTION REINF, SEE PLAN F.F. - OD i II ' 8" (1) #5 REBAR CONT. c " o 'E 5 REBAR FM03 I THICKENED EDGE 11/2"=1'-0"I FM08 2-STORY FTG. 1/2' 1'-0" (*) 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 F.O.M. EACH END, TYP. Ak GAR FIN. FLR. y ALIGN DRIVE W/ BOTTOM OF - RECESS &PITCH DRIVE N 2 STORY: 20" X 20" (2) #5 REBAR 4" CONC. DRIVE W/ 1/2" EXP 3 - #5 CO 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' = r.o" FM10 INTERIOR BRG WALL 1/2" =1'-0" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) FM11 I STEP DOWN BRG. SEE PLAN REBAR 8" 4" 1/2" = 1'-o° I FM12 I STEP DOWN NON BRG. 1/2" = 1 SEE PLAN - OPTIONAL CURB SLOPED GROUT _ OR MASONRY AT TO DRAIN 4"x 4"x 16" w SEE PLAN ELEV. 0'-0" WITH CURB TYP. SEC. (1) #5 BAR CONT. - (G.C. VERIFY) 00 z F.F. REINF. 26 �,- • _ _ _ _ _ • (SEE PLAN) 2 #5 CONT. INSTALL LINING -_ w 2 #5 BENT BARS W/ MATERIALS PER N ,� MIN. 25" LAP SPLICE FBC-RP2709.2 '� -➢�" L'i�� ` +n MUDDED FLR. 16" SLOPED TO DRAIN MIN, #5 CONT. FM14 I SECTION @ RECESS SHOWER 1 1/2" =1'-o" FM18 TYP, STEP FTG. DETAIL 1/2" = 1'-0" ALTERNATE: THE REINF. BARS SHALL BE GRADE REINF. CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN BY COLD BENDING THE BAR WITH SEE FOR MIN. BAR LAP OF 25" QUANTTITIT Y #5 X 25" X 25"7 T CORNER BAR ONE CN 0 FOR EA. HORIZ. - _ REBAR, TYP. U.N.O. N (2) #5 REBAR 16" A/C CHASE 2 STORY: 20" X 10" 4" PVC SLEEVE THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2"=1'-0" FM23 TYP. FND PENETRATION STEMWALL SCHEDULE ST ALL FOOTING DIMENSION MAXIMU NUMBER/SIZE OF BARS LAT. F.C. ING (O.C.) HEIG d 1 STORY d 2 STORY b 1 STORY b 2 STORY EM WALL 10" 16" 20" W/ (2) #5 BARS <67 6'-8" >2'-0"-3'4" 10" 20" 24" W/ (3) #5 BARS oor4t# 5'-4" >3'-4" - 4'-0" kill,12" 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-0" - 5'4" 16" 48" 48" W/ (5) #5 BARS CO 1162# 2'-8" & #5 @ 18" O.0 NSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL b n SEE CHART ABV. -MAX. F.C. SPACING (D.C.) W.W.M. TO BE TIED TO #5 CONF. REBAR (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR 9 STEM WALLS GREATER THAN 4'0" <: (1) #5 HORIZ. CONT. TIED TO • <e EA. VERTICAL REINF. B FIN GRADE- s" MIN TO TOP OF a STRIP FTG. R n "fs COMPACTED CLEAN FILL ' IN MAX 12' LIFTS STRIP FrG. W/ QTY OF 'MIN. COVER ld REINF. PER SCHEDULE (3 SHOWN) FMASW I STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND 'II F.C. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND PER PLAN SPACI #4 TURN BARS ARE REQUIRED ® EACH PILLED CELL LOCATION. EACH BAR TO SEE NOTE IE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM #9 3.1 M IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO CO UCTION FOR MORE INFORMATION 4.G.0 TO VIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK *16" I FILLING IS G PLACE c. 5. #5 HORIZONTA FINER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK ® 16" h * O.C. VERTICAL- G ED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" TALL (TYPICAL ALL C RS) 6.IF STEMWALL IS WITH IN " OF POOL OR WATER FEATURE FOUNDATIONS TO BE A MINIMUM 12" BEL OTTOM OF POOL OR WATER FEATURE. *SEE NOTE 5 7' ALL STEM WALLS GREATER THA COURSES SHALL BE FULLY GROUTED. > S. R.403A.4 MINIMUM DEPTH: ALL E OR FOOTINGS (BOTTOM) SHALL BE PLACED AT LEAST 12" BELOW THE UN TURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS Z z g W a Un 4-J w W p w _ v f-N T22 O t to a �O m ag U u CD M cal r y M as x U 0 sa$rn a °' C N Q V Q q G ♦ Affiliations: A r BD ♦ Consultants: N ID INiI 0 00 H o�d a m 4c Z VBm�o Lj m � u w 'a LAza€e< g0 o"- i LU w.. ��<•,; 'sit �: co 1 ♦ I Builder: J n N I f 0- ♦ j Job Information: O C O In 3 0 F— c O 0 pOD z �_0) w J N fr1 / N � M (n (1) m 0) U z m — O J w :3 CN JmwU)D`not° ♦ I Revisions: 1 Yv U Model Name / Number. 2117 / Plan Issue Date: Monday, Aprll 29, 2019 KA PROJECT NUMBER: 19-2900 Sheet: 3 Of: ■1 FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2115 x 3 = 5574 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 300 GEN UGHT'G & RECEIPT. +APP. CIR. = 34,995 SUBTRACT 100 % OF FIRST 10,000 - 10,000 A= 24,995 HVA A/C ( AIR HANDLER & COMP.) 110,000 A/C ( AUXILIARY HEAT STRIP.) 0,000 8= 20,000 CIRCUIT CALCULATION$ FIRST 10,000 AMPS 0100% = 10,000 + 40% OF "A" = (.40 x 24,995) = 9998 + 100% OF "B" _ (20,000) = 20,000 TOTAL WATTAGE = 39,998 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 167 LOCATON OF WRIER TO IE "' N rRONT Or MEOH. OR AFF. WfiEN REQUIRED MIV. 2 IM VIA SCFI. aU STEEL FIFE OALVANRED. WATER �Y EATERPROTECTION YY,lll $ MIN. a' VA. SCH. 40STEE- PPE FILLED WI CONCRETE FOR GAS (4) 9' E WATER HEATER PROTECTION A A OR MIN. MAX.!' EVBEIDNENT TCPorsL 3 6x 6x 8,8' � '.'.b''JF' •r l�:.L. STEEL � .� ICI" :," >I i N.: . .� . ia•MN.OVAIEfER lx FOOTING FM24 PROTECTION BARRIER N.T.S. ASSUMED EDGE OF WALL a z" 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. 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 COACH LIGHT - -- - - — - — - — - COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" = 1%0" ALL ELEVATIONS 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 15 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 ED1710N 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 Z � z Z S V/ 1/ W o_ � w a _ O w N ` V) c o a MF E �Ln mod° t� U aaV C 2 m 0 M Q _ �amrn U o'Sm Q¢� ♦ I Affiliations: ♦ I Consultants: N co go 11112 N m W N QL�NtiO ID c�N F9 4JJk m rok R _ryry !E Vm��Z LLLL LL EEE,y yi NO m�OYOTro a J� W p N g, a.�O g3Z> LL <a ONi _ WmWZ m T o, LUAZ3F wgD.iF O mm O O �y ILL! U Q r O ® SMOKE DETECTOR tyL SINGLE POLE SWITCH CARBON MONOXIDE/ J g $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH /� FLOOD LIGHT Y 46 $4 FOUR-WAY SWITCH `J �J $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURED— TRACK LIGHTING S r VI Builder: M SCOUNCE ( WALL MOUNTED) N FIXTURE Q CEILING FAN $ IAIIII 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT tg DOOR BELL CHIMES It WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET p— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL TV T.V. CABLE OUTLET DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® L.E.D. DISC LIGHT ❑ JUNCTION BOX ® WATER PROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® GARAGE DOOR PUSH BUTTON E44k ONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED AS UNDERGROUND WITH ELECTRICAL CONTRACTOR R 200 AMP SERVICE 160 = #1 COPPER OR 210 ALUMN. 200 = 2/0 COPPER OR 410 ALUMNI. IN 2" CONDUIT q/C DISCONNECT UNDERG SERVICE BV POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL 912 COPPER TO APPLIANCES AND GFI PANEL #10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #8TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' 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. a� 3 C4 LU �a U a� J Ul W re �y N Z F W -j 0 M ti c 1♦ I Job Informatlon: 1 N c O In `r J✓ f6 a 0_N m z U TTI W J N Cn rn C,4 d Cy) C to N 6 z m� L _ 0—jLLIz:)^ �� —j co V) VJ � I0- ♦ I Revisions: 1 YV 2 I♦ I Model Name / Number. 2117 ♦ I Plan Issue Date: Monday, April 29, 2019 IVI KA PROJECT NUMBER: 1 19-2900 1 I Sheet: Of: I ELECTRICAL PLAN 48' OFF RIDGE VENT VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq Inches of venting needed equally for Intake and exhaust In / If 12 6 ALL OF BLOCK SHT (P) FOR COVERED PATIO INFO WINDOW HEAD HEIGHT _ — _ — _ — _ — _ — - — _ — _ — - ■ �D LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH FIN. FLR. TOP OF BLOCK / AD HEIGHT FIN. FLR (2) 25 SH - — - — - — - — - — 33/2 SH (2) 25 SH LEFT ELEVATION "A" SCALE: 1/4" = 1%0" 48" OFF RIDGE VENT 48' OFF RIDGE VEM SEE SHT FOR COVERED PATIO INFO 1 2868 PATIO DOOR (2) 25 SH 3 @ ENTRY BEARING @ GARAGI O 0 FIN. Fl LITE TEXTURED DECORATIVE CEMENTITIOUS COATING BEARING @ ENTF BEARING @ GARAGE 0 �0 L FIN_FLF 25 SH REAR ELEVATION "ALL" SCALE: 1/4" = 1'-0" a N `a cN 8" FRIEZE TOP OF BLOCK c _ — - — _ ,wuiDW HEAD HGT_L-J _ _ _ - o ITY SD 6""P RIM �O ip FIN. F-R. 25 SH 48" OFF RIDGE VENT TOP OF BLOCK 0 co ro m FIN. FLR. 14, _ _ _ TOP OF ENTRY @ 10'-0" r T _ — r _ TOP OF TRANSOM @ 8'-S" 3068 DOOR W/2 1068 SIDELITES W/ 5016 TRANSOM ABOVE (2) 25 SH 48" OFF RIDGE VENT E] ------- — 33/2 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 19" x 99" DECO VENT S.F. of Area to be vented (SF) 2793 s.f. Total needed for exhaust for u er 1/3 5701 net sq inches Total neededfor intake (soffit area, lower) 670 net sq Inches Numberof Off Ridge Vents for upper1/3 needed 5 L.F. of. Ridge Vent needed (can be used in combo with ORV) 37 Soffit needed to 12 ALL B SEE SHT (P) FOR COVERED PATIO INFO _ _ — _ _ _WINDOW H-LD HEIGHT 25 SH RIGHT ELEVATION SCALE: 1/4" = 1'-0" FRIEZE TOP OF BEAM @ ENTRY \TOP OF BLOCK LITE TEXTURED DECORATIVE 16x7 OVERHEAD CEMENTITIOUS COATING FRONT ELEVATION "A" SCALE: 1/4" =1'-0" FlN. FLR. U Lo CD Z Z 10 3 0_ i Z ^,tn _U ' QJ U, i ra iLn c m E N= m D o 0 i 0 S w O e U oS i C v 0 Q P V � o ♦ Affiliations: L = B D E ♦ Consultants: T & �0 �w _ a (/) .t0-I pc`pIv coo I !Q a JJJ y h W LL LL J O �@@�y m9 ONJN LL X' S'5@ OIICM<p W 21-1 �q$ 2y JyV o T S N G tp ti a y ci 2� Z B � N 9TOP OFBLCK $ �.__LL�� No'sZq, 03 .F'LU '^ C. }mod o Iwo io 13 t' F _ < ♦ Builder: 4 >-M W_ YN �'Q V z [L 0 J to M Z NO U N W VJ � Lj Co N a o� c 411 M� 1♦ II Job Information: 1 (I) 0 0 j q) C =O j m z "CLo �_Lo w J N (y) > 0) N V N U z m�� — 0—jw:3 T-i� ♦ Revisions: 1 YV 2 3 ♦ Model Name / Number. 2117 ♦ Plan Issue Date: Monday, April 29, 2019 ♦ KA PROJECT NUMBER: 19-2900 i Sheet: 5 Of: ELEVATION - A 20'-0" MAX "X" BRACE SEE G.C. TO PROVIDE DETAIL TB01 BLOCKING TO COMPLY W/APARECOMENDATIONS _ FOR SPAN RATING OF 7/16" OSB. SEE DETAIL TB03/S-4 11J a 20'-0" MAX W W ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP ECTIONS EQ. O "a CONTINUOUS BOTTOM CHORD BRACING 2 X 4 MIN. SEE DETAIL TBO4— v 4 TN 00 Z 0 4 a O x a o i H 4 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. TBOS I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 1/s"=1'-0" O ROOF NAILING ZONE DIAGRAM O NAILAT BASE2 ROWS@ 4" O.C. W/8d COMMON NAIL ROOF NAILING SCHEDULE. O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL O NAIL OPENING PERIMETER @3"O.C.W/8dCOMMON 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,C IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O,C IN FIELD W/Bd COMMON NAIL (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANK NAILS) O PLYWOOD SPLICES @ HEADER- NAIL SHEATHING TO HEADER NOTE W/ 8d COMMON NAILS @ 4" O.C. GO (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL ROOF SHEATHING: (APA RATED EXPOSURE 1)1/2" PLYWOOD MEMBER IF GABLE END (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131' 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 13/4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15132"OSB (2)-2x TOP PLATE EXPO15132" OSB BEYOND EXPOSREI EXPOSURE 1 SHEATHING SHEATHING PROVI DE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM I S \ 1/2" --------------- IT- - IT - I II II II II II SOLID 2x 1 II II II i BLOCKING @ ALL III III II II II I SHEATHING y III III C 11 II II II 1 III II II 1 EDGES (SEE ° en SECTION X-X) N III III III OPENING III If I III I II II I III III III II III II II II III II II 11 I II II II II III II II I I �o 2x STUDS w BEYOND. _ SEE o y PLAN m �? 1 _ -Ir I 1 II III I I II I I I II I III I I II I III II II II I 11 I HORIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL SPACING 2x4 P.T. BASE PLATE BEYOND SEE PLAN ] n DO LL Cr ul 00~ Q LL T LL AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 42 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END, NAIL FLFTCH PLATE TO VERTICAL W/ (4) Sol NAILS (2) Sd NAILS @ 3" O.C. ALTERNATING S STAGGERED BLOCKING SECTION X-X 'CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES -2117 ELEV Aw/SO`x 20'PORCH TRUSS ACTUAL CONNECTOR UPLIFT TRUSS ID BEARING POINT CONNECTOR ID FASTENERS NOTES UPLIFT DESIGN RATING A02, A03, ADS, A07, A09, All, A13, 01 - 05, L / R - 740 # or less HETA36 / PER TRUSS MFG 1810# (9) 10d x 1-1/2" E17 HJ7 CAP, 03P, CJSP, EI7P, H17P L/R -341#or less H2.SA/PER TRUSS MFG 6004 (10)8d (9)10dx 1-1/2" A01,802,C013 L/R -801#or less HETA16/HETA16. 1810#/18104 (9) 10d x 1-1/2" A04,A06,A08,A10,Al2,A14,8O3 L/R -655 Nor less HETA16/H10A 1810#/13400 (9)10d x 1-1/2" 18 10d x 1-1/2" Alb L/R -1640 #arless (2)HETA16/(2)HT320 2035#/29004 (10 ) 10d x 1-1/2" 48 lOd x 1-1/2" A16 SUPPORT COLUMN R -1640#or less DTT2Z 2145# 1/2 WAL SDS SCREWS 8 1 4 x 1-1/2" - PO4 L R - 738 or less # H OA 3 H10A 1340# 1340# / (18 l l ) 10d x /2" 38 lOd x 1 1 2" P03 L/R -1301#or less (2) MTS12 / (2) MTS12 20004/2000# (28)10d x11/2" 28 10d x 1-1/2" A15 L/R -1824#or less (2) HETA16 / MECH 2035# (12)16d (9) 10d x 14/2" COI-003 L/M/R -556#or less HETA16 / NETA16 / H10A 1810#/1810#/1340# (9)10d x 1-1/2" (18) 10d x 1-1/2" (22) 10d 5/8" ATR W/12" EMBEDMENT C04 L/M/R -3897 Nor less MGT/MGT/ MTS12 3965#/ 3965#/ 1000# (22)10d w/SIMPSON"SET'EPDXY @ (14)10d xY-1/2" MGT 801,05 CONTBRG `-174#or less SEE DETAIL GE01/S-4 TRUSS MANUFACTURER: Probuild/BFSDATE OF LAYOUT: DATE OF TRUSS CUT SHEETS: _ 4/24/2019 L=LEFT, R=RIGHT&M=MI DDLE BEARI NGS BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS ALL CONNECTORS ARE SIMPSON PRODUCTS 5CALE:1/4"=1'-0" FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S4 0 61MFtiVN- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE comECTOR a FASTENERS SET SYP CONNECTOR& FASTENERS $PF SYP OFRAMETO HETA1fiwl 19,101 x 11-UR HTA16w/II900.1x1112.OR MASONRY HETA20w/(9)iWxt lz 1]Ta 1810 HTA20w/11010d.1112- 1585 1615 B FRAME TO FRMIF H2.H4 w1DOpd NAILS 836 tl00 HTTA w/DO)8]NALS 566 670 © FRAME TO H11 1[11I)1pEx 12 ZL 1016 13,3 RTlSA WN T)I ad.i v2^ 1160 1380 FRMME H10A-2 wQ18)IodxllfP'Ai2PLY TRUSSES ion 1245 RT%2 w/(16)0d x' 10AT 2 PLY TRUSSES DIE 4160 O FRAME TO MTSIV-10--1 VTWUW914n0dx11rs^ATEMERIOR FRAME Y(ATEXTEgIDq LOCA110NNMMUE(312c 10lryAI19) B50 1000 LOCATQNINCLUUE3)12d OENNL9) 100E 1185 OERASE TO MGT w/(22)10d RAILS AND SS'kT.R. w/ IT WCT13 wl(2B11Od NA1L9AND5,R•AT.R.W MASONRY ENEEDMENT.1 SIMPSON"9E4"BPDXY 3330 395E 12.1.NI MENTw/SIMPWWSET" EPDXY 353U 4495 OFRAME TO HTS20w/(24)10Ex 11/2'(ATEXTERIOR HTW20w1(24)lW x 1 W(ATEXINMIDIS FRAME LOCATION INGLVDF(M12d TOENAILS 6 1346 LOCATION INCL UDE(3)12d TOFWJIS 1289 1630 FRAME TO (2)H1ENw/(48I1Odx1I2•(ATEXTORDE 0 HTW20 W(48)1 Od x 1 I/P(AT EXTERIOR FRAME LOCATION IWLUDE(6)120TUERAIL9 2/D0 2900 LOCATION INCLUDE(6112d TOENAILS(EA) 29]O 3080 FRAMETO HOT-2W(t8)1od NNLSAND(2)SM• A.T.R. HUGT2W(16)1Ud NAUSAND(2)5M''AT.R. O MASONRY w/tt^EMSEDMENT'MSMPSpN'$FT' 648E 10980 wl IT EMEEDMENT w/ SIMPSON-SET' 704 P90 EPDXY MGT-3 FOR 3.PLY1 EPDXY (HUOT3 FOR 3.PLY) O FRAMETO FGTR w/(18)14'x 3"SOS WOOD SCREWS RFl13 w/(i2)W33 WOOD SCREWSAND MASONRY A ND (2)1Q'x 9'TITEN HD ANL:NOR BOLTS 36DO 5000 N)Y4"xB°WEOGFRpIT 36M MOD J2 FRANET 0 0 MASONRY, 2 LOT2 wl 32 18d SINKER$ I I ( ) & id 1 1 TITER 2PLVTgU38 1P%1W/4•T 9]2048 4300M 2 W0 1 i2 w/3216091NKFA9810 ( ( 1 O 3100-M FRAME ( 1 OR (2g)16tl SINKERS FOR FPAMF (FA) 35T0.F 4100�F 1M'x3"WED(RE.BOLT 2PlY TRU88 OR (32)1Btl MNKERg FOR FRAME (EA) 33O4F 4520�1 4WO-1 Q FRAMETO MASONRY (2)0373w/(24) IN' x TSOS9CHEW3 A(8) Wr x 5"TITER (2 PLY TRUES) 4J36,M 66/PM wDM (2)LUGT3w'(24)1k"x2W-VJ S`wLM �� JOWA XOSOA FRAME OR(62) lad SINKERS FOR FRAME "A' S31PF WILEOR(66) OSHW SCREWS&(4)3R'x5'WV2PLYTRUSS) IM SIMMS FOR FRANCE(EA) n SEAMTO HUAIUOPTHUC410w/(18115d811D)IOd H0410OPT H0410FW/IlBl 16d& 11N1Od [3W164 © BEAMTO MASONRY' IN460PTHUC46w�(8)INi NMLE& (12)14"X23R^TITEN MAE.) Op1590 Op3OW HD46OP1HU46w/(8)1Od NALS& ORION W3001 FRAME To OR(13)16d9aS1 d(FOSFMMSO W98D SYP-F U#1135 SYP44 (12)IA"x234"TAPGONS(TOMAS) OR112)16G&(6)1U111FORFRAME) U#1140 EYE, UN114t SYF`M FRAMETO (2) HETA16 OPT (2) HETA20 2096 2DJ6 SSHTA160PT(2)HTA2O M W60MY 14'LYW11010d%1IrzM ( ) 400 2500 1-PLY w1110)10tlx 11(C'OR I88E IBIS 2-FLYwlU2)180 2-FLY wI (12)i6U 31T0 3230 HTSMiBM(8)IWNAILSANDI4)1M'X11I4" 1010 1O9 HTVN1GW(8)1Od NAI9AND(4)1l4-kIW4' 1148 1225 ICONS VA UGE430LT OFRAMETO N MASONRY OR H73M20w110)1MNAILBNND(4)IM"x2 OR I14" TAPC)N8 1010 11T5 MM20 w1(10)10d NAILS ANJ(4)V4' x18'T VAMOE-DOLT 114E 122E ©iRgMETO NWSw/(8)&x11/Y'NNLBAYDI2)&8"x4• WOT1w'(&)8dx11W NAII9AND12) MASONRY TITAN HD 915 JOBS 31WO-WEDO[BOLT M TWO FRAMETO DTT1Z W (8)114'ti I2'309 WOOD OTS-Tzw (9) IN xl I2 W816 WOOD 0 MASOWY SCREWS AND (1) In• B A.T.R. EPDXIED wI 1435 214E SOREW6 AND (1) 102 A.T.R. EPDXIED wI 1835 $IMPSOMN'9ET'(SEE NOTE M4) MMPSON'SET' (SEE NOTE p4) FRAMFTO HTT5w/(26) 18d x211Z NAILS AND (1) 319-9 HTPM.1(26II6dx2lR MILSMD(1) 0 MASONRY A.TR. EPDXIED wI SIMPSON•SET- 4375 5090 518- B A.T.R. EPDXIED W SIMPSON"SET' - W05 (9EENOTEMSEL (SEE NOTE#4 BELOW) TO HTT4w/(19)1WXZI1 ' NNLSAND(1)919'P Im45W(1e)1sda1a'NAILSAND(1) SOFRAME MASONRY A.T.R.EPDXIED w/SMPSON°SET- 3640 4235 54-9 AT,R. EPDXIED W SIMPSON"SET" - 4160 (SEENDTE"SILOM (SEE NOTE X4 BELOW) i FRAME TO FRAME H109 w/(24)100 xtirz'NML9 US 1010 WGI 1 wl(23) 8dx1112` NAILS 8% 106E O FRAME TO HMN7 w/ (4) 114'x1 11F9DSWOW RTIW M(9) 10J x110 NAILS& NR MASOY SCREWS&(5)14°x21WTAPCONS SOS am (4) 1i4' x 1314' TAPCONS 1395 TOSS MO VGT WII1611Ni13'605 WOOD SCREWS& OFRAVE V MASONRY (1)SAI"B A.T.R. EPDXIED w/91MPSON "gET' 356E 4940 w/1Y1MN.EMBEDMEN7 (2)VGTw/(32)14'43"SOSW000SCwM OFRAMETO MASONRY &(2)5'8'9AAM.P XIEDWSMPSON M75 7195 •SET WI 12• MIN. EM9E'DMENT OX TFARAMEME O VOT wl05) 114'd3'WS WOOD SCREWS& HDU/-6D62.5 W L IS 1MOG 1/r WS WOOD 328E 4565 MUGT15W(22) 1W NAILS& HTT45W DB) 9CgEW38 (1; SS'P AI,R, TIN NAILS & (1) We A.T.R. - 4180 O FRAMETO 121 HTi6wl52)11krx2'1?NNL98 (2) WT45 w/(W) 1Ed'X2 I S' NNL.R FRAME (i)5, e'P 0.T.P. (SEE NOTE #4) 4375 5090 &(I) S10' B ATR.(SEE NOTE 941 W05 2. ALL TRUSS TO TRUSS COMEGTONSARE PROVIDED BYMELUSS U.N.0 ON PLAN. 3. G.O. MAY USE OTHER SIMPSON OR USP CONNECTIONS, BEE FRAMINO PLAN TOR' CONNECTOR CALL OUT. 4. FOR SNGL F PLY TRUSS.S,SCAS ON FULL HEIGHT SYP#12W TO TRUSS VERTICAL WER wl t2) ROWS OF I Od NAILS@T oiO 67AGCMED 5. MINIMUMAT.R.EMS'SOMENT:6"EMBEOMENT"11TA,T.R.6'EMBET)MENTFORNTA.TAS" EMBEOMENTFOR7/8' ATR, 9FAT STEP, DEPTH IS FROM LOWE0. SLAB). O MNIMM. COMIECTOY UNO ON F0.4MNG PAN — '. CONNECTIONFORALLR iFLAORTRUSSESMM WMYWALLSLNTU$/ICFWN SUNOONPLMI 2 CC MTIONAT2TORWO.C. MEINGVERTGALSFCRALLFLOO UMESPAMILELTDL ONRY WAU9 SEE DETAL FS121D3 FOR MORE INFORMATION 3. CONNECTION FOR ALL HP JAO((CORNFR JACK) TO MASONRY WAI LERGF WALLy'I INTFIS 4. CONNECTION FOR AL CONTINUOUS RN BOMD TO TOP OF MASONRY AT 3T O.0 MAX. w/9)AT EACH CORNER.G.C. TO VERIFY LOCATION DOES NOT CONFUOT wR (tF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR RENMNG WOOD WALUBEAMS w1(2)12d TONAIL9 O MNIMALCONNECTCRUNOMr-RAMNGP'AN .�-1CONNECTON `IOR�ACK TRUSS TO WOOD WALL OR SA rM l42 MNIMALCONNECTORUNOONFRAMNGPAN ROOF FRAMING NOTES 1. TILE ROOFIN ARCH.)_ OVER MIN D, SHINGLE OR METAL ROOFING SYST "16" OSB ON PRE-ENGINEERED WOOD TRUSSES NVE OF. (SEE PLAN FOR SIZE AND CHITECTURAL PLAN FOR TYPICAL R R INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/ B EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 rig 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 IS 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 —METAL DRIP EDGE C.M.U. OR ICF WALL v "' 2 x SUB -FASCIA SEE TYP. WALL - SECTION — ALUM FASCIA 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 I-NANNEL @ 12" O.C. - COAT 2 x 4 NAILED TO BLOCKING w/ (2) 12d CONTINUOUS VINYLi 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"=1'-0" Z M z 8 Z a Z QXQ) W — vv -O O N ` 'tn c D2 U "1 Fz E U ms t Q D N 2 0 D $ US gm c NN Q n Q V Y o. O ♦ Affiliations A `- 8W ♦ Consultants: L m N t0 GO r 8y €' w m ro $ 5 �4 �— F oIN-O 4k 3�Jc1 N m R# 'EGgl�i oBNNO LiLL (, �8 14g � a�� ol r011 Em � a a g I Q �2H Lu Gi OCV u x a w II— o,wQC7ca5 Ii (A 22- @€ho 3 N @�9o'� W m crn�3 J 0 .� NJ g Z E'A�11 �F�r a V" n a �2 � [WW[��11.�T.� . .rai. PY, SO Al 10 a aw V ilk rya *A°'4ua.. rt j={dr'1�.HIf 1F1YT: 1 ♦ I Builder: Q � 3 w �a U aoLu J W I N ~ /A �/ / Lmi = W v �! J Q z O O O = a. M (7 c 1♦ II Job Infonnation: 1 O C O O � � � O O O 00 LLJ 0) rn N m N� ^, o Z ��0mNEL 8 p J Lu Z) rH I-- —� m U) U) oo LOL Revisions: 1 YV 2 ♦ 11 Modei Name / Number. 2117 VI Plan Issue Date: Monday, April 29, 2019 VI KA PROJECT NUMBER: 19-2900 Sheet: Of: ROOF PLAN A LINTEL BEAM: 1 COURSE UNTEL BLOCK W/ 1 # 5 BAR & 300D PSI GROUT, MIN. 25" LAP (ACI 530( CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO - NOWSHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT� ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. -FILLED CELL: FILL ELY, CELLS WITH 3000 P.S.I. GROUT ONE 45 @ LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25' (ACI 530) TOP 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 TRANSOM OPENING 1 __FRAMEINRLl_ AROUND WINDOW BY BUILDER SEE • WFO1 FOR MORE INFO (2) 2X8 WOOD HEADER 77 TURNED SIDE WAY ATTACHED THE FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS28 HANGER @ EA. END. USING (8) 3/16" DIA. X 1 3/4" TAPCONS INTO MASONRY & (4)10d X 11/2" NAILS INTO HEADER. THEN APPLY THE 2ND PLY TO THE LET PLY W/lOd STAGGERED @ 6" O.C. F.C. EACH SIDE SEE PLAN OPENING - MS02 TYPICAL SHEAR WALL SECTION N.r.s. MS07 I LINTELS AT ENTRY DOOR w/ TRANSOM N.T.S. SIMPSON SP2S TOP AND BOT. Wy 12 10d NAILS 2-2x4 SPF @ EACH STUD TOP PLATE SIMPSON LSTA30 w/11-10d TO PLATE 2 x 4 SPF AT 2 & 11-10d TO COLUMN O.C. n� TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SPF X 11/3 LISP 15TA30 .. SIMPSON A34 W/ (8)-Bd X 11/2 R 2X6 AND SP6 OR SP8 FOR 2x6 AND 2x8 WALLS W/ 22/10d NAILS • . NAILS @TOP &BOTTOM IL A J : Of HEADER DOUBLE 2x TOP PLATE SEE PLAN FOR HEADER 44 MIN. OR BUILT-UP - TRANSOM i COLUMN EA. ZX4 NAILED REFERENCE DETAIL III w/10d @ B" D.C. STANDARD HOOKS SEE WFO2 IF RADIUS MS05 FOR MORE INFO / OPENING REQUIRED ) I SIMPSON MSTAM36 MAY BE USED W/ I TYP. FILLED CELL W/3000 Ili (8)1/4'%2 1/4" TITENS P.S.I. CONC. TRANSOM OPENING III & IGI NAILS. W/1 #5 REBAR VERT. ARCHED OR FLAT I I I WALL 2 x 4 SPF AT 2.20 SPF III P.T. ANCHOR BOLT SHEARWALL I6' O.C. ///-SILL PLATE III 31' O.C. @BASE PLATE FRAME WALL I / DOUBLE 2X4 W/ USP _ - _ - - -r - a MP34 @ TOP & BOTTOM �_J__ .M.U. I I 2X8 P.T. W/ Va''1C3" SIMPSON A34 W/ (R) TAPCONS @ 6° O.C. I I 8d X 1 L/2 NABS I/W 2 SYP/SPF P.T. W/ IN MASONRY OR 10d X 8" 7' BOLTS OR NAILS ® 6° O.C. IN/2" ArBEARING OPTIONAL FRAMING X 6" EXPANSION WOOD.RECgsHORS OR (6) 3" X 114" L ONS OR TO BE 2X4 SPF UNLESS OTHERWISE 7/S" HILTI nXANi S SIMPSON SP7 W/INOTED. 8)-10d NAILS CT BOT 2z BASE PLATE SEE AND LISP SFT2AILS WI PLAN FOR MORE INFO 12-IOd NA[LS @SILL DOOR OPENING 5 O I nrnv^a_ ^ten^/^ nu/.+� v-xry • N.T.S. MS03 ...". e, v nu,rnrinwl nrrwu 45 REINE 20" MIN. LAP BAR 9 #3 OR #4 REINFORCING BAR P. #3 R #d II A?SPLICE ., 25" MIN. LAP #5 STD. 90° REINFORCING BAR HOOK #5I AP RPI ICE SCALE:1."-t'-0" 36' MIN. LAP #6 REINFORCING BAR • GRADE 40 U.N.O, #a LAP SPLICE I MS051 REBAR SPLICE DETAIL - GRADE 40 1 N . I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2A;" 12" O.C. 1 2 X 6 1/4" X 2/a" 12" O.C. 2 2 x 8 1/4" X 21/V 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSI BILITY OF WINDOW MANUFACTURER. 'PRECAST :LINTEL (2) 2X P.T. - BUCKS W/ 1/2" C.S.B. BETWEEN NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED., 10 USE 1./4"X 41/2' TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I I MS11I 2x BUCK DETAIL I N.T.S.I WF08 I LINTELS AT ENTRY DOOR w/TRANSOM I N.T.S. ]I LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: 2117 A w/10' x 20' Porch STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 171-411 950 125 PLF 405 50 PLF 8F16 - 113 / 1T MIN. 2 41-611 6113 125 PLF 2707 50 PLF 8F16 - 113 / 1T 3 71-611 2661 781 PLF 1624 192 PLF 8F16 - 113/ 1T 4 31-611 6113 1924 PLF 3524 697 PLF 8F16 - 1B / 1T 5 41-611 6113 168 PLF 2707 47 PLF 8F16 - 1B / 1T 6 71-611 2661 1023 PLF 1624 284 PLF 8F16 - 1B / 1T 7 41-611 6113 1389 PLF 2707 328 PLF 8F16 - 1B / 1T 8 41-411 5206 772 PLF 2362 190 PLF 8RF14 - 1B / 1T O 0 •R REBAR AT TOP MN. () RW'D W/2' CLI A CM.LL 4RCUr .' - O, 0 O % rs AR AT BO-TOI^- OP LINTEL CAVITY BOTTOM YINPORGNG l-9)6"acII.AL PROVIDEP IN wuTR (VARIER) NOMINAL WON a° TYPE DESIGNATION a • RLLID WITH FiRd{T / U • WN ILL!P Ok4NTITY OF •R REBAR AT BOTTOM OF LMTEL CAVITY SIIFI61j-IB/IT NOMNAL LVTy J J I� QUANThY OP T NOMINAL k5ONT REAR AT TO - MATERIALS 1. fc precast lintels = 3500 psi. 2. fc Prestressed Ilntels = 6000 PSI. 3, fc 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. Reber provided In precast lintel per ASTM A615 GR60. 6. Field rebar par ASTM A615 GR40 or GR60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire Per ASTM A510. 8. Mortar per gSTM C270 type M or 5. GENERAL NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of [Intel 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 lintels meet or exceed L/360 vertical deflection, except Ilntels 17'A' and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire sbrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 SO.Lintel min. depths are called out on lintel plan. R contractor installs a deeper lintel than indicated an 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 bz4aed on minimum 4" bearing. Exception: Safe loads for unfilled Ilntels must be reduced by 20% If bearing length is less than 6-1/2". Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R. = Nat 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. S. AddlUonal lateral load capacity can be obtalned by the designer by providing eddional relnfrI masonry above the precast Ilntel. 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 d-away from the face of support. 8. 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" LINTEL w/ 3000PSI CONC. AT OPENINGS SEE GENERAL CONCRETE UNTEL SCHEDULE FOR REQUIRED REINFORCEMENT r!!�_ HURRICANE R ? a ANCHORS I� li )� O (TYP.) _ 4 I� REBAR ON BOTH SIDES STD. 90 DEGREE OF OPENING U.N.O. ANGLE 3000 P.S.I. CONIC. W/1 #5 DI REBAR PROVIDE KNOCK-0OT . BLOCK FOR FIRST ^ COMPLETE CMU COURSE BELOW SILL & FILL SOLID ". W/ (1) #a BAR FOR ALL " OPE`"a'6 WINDOWd AND LARGE 8" x 8" x CMU U.N.O.0, GROUT SHALL BE FLUSH WITH TOP OF WALL STD. 90 HOOK a °W �2 TYP. BOND BEAM 8" X 8" x 16" KO. UNTEL BLOCK FILL WI P.S.I. CONC. W/1 #5 DIA REBAR INDICATES FILLED CELL FROM FIG. TO BEAM WITH 1 #5 BAR MIN. ®ii®--®..®I-IIII_ II�,',il-IIIIIIIIIIIIII� ALL ELEVATIONS PLAN I MS011 BLOCK WALL REINFORCEMENT I NT-S- I TYP. DOWEL 25' MIN. LAP (ACI 530) � � s W z Lo Z Of (n/�I//�■■ 11� W� W _ O p W Ed t1) 2M F E H m a U U Do M N W O LL M O y cM.I o 2 0'� W ® U °°om C N Q n a a d d Affiliations: A [ BID Consultants: Z N co q ca c o N a co O W IFO.iM10 4k ik 4k �0z U'MNZ s �" 0a=2 Lu a Q Imo" W W U<i CV `S"Qc7'°e=°rn5 aof LL a aA O ji 'dd#f f t 0 t,- IV I Builder: aco 39) N W_ �Q U a � J W LU N �yLLI Z F W p Lo J o O On z M cy C 1♦ II Job Information: rV C N � a LL- O 1 T N F- U m z0) T-1 LU v m \ / a� c� m z ~O m cs ' _ J W Z) Jm(nVioou0_ � Revisions: 1 YV 2 3 Model Name / Number. 2117 Plan Issue Date: Monday, April 29, 2019 KA PROJECT NUMBER: 19-2900 Sheet: S I LINTEL PLAN p® Vv pGp, THE HEIGHT OF THE CHIMNEY SHOULD EXTENV ABOVE THE 2x6 #2 SYP P.T. ° HETA 16 fD POINT WHERE THE CHIMNEY IS 10 FROM T EAREST W/ (2) Y?xS" WEDGEANCHOR EACHESIMPSON EACH END SEE FLOOR PLAN FOR BEAM SPEC. z " g 13 P-FSEE PLAN FOR BEAM z BUILDING SURFACE. TOM GALV CAP ° LSTA24 W/ NAILS ^ ` z ! ! ITH SPARK ARRESTOR VERIFY STYLE OVERHEAD SECTIONAL (12)10N (12)10tl -�`� ` J lVl/I W/ BUILDER DOOR TRACK W/ 3/8" X S METAL FIRE STOP 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER `' `'I) ., ti M��'''''�� v TRACK TO JAMB. "� Y�..d;' ti "� SEE DETAIL WF02 c 16 _ �Qi v� II•, "••' •' ON SHEET S-3 '� w DOUBLE 2x PIPE STABILIZER �� •' " " FOR ARCH FRAMING Y O - .o TOP PLATE + WHEN REQUIRED 5 1/2" DIA. x 8" ' ° ( ) 1/2" X a' A.B. W/2" o "J" II ° V — O � ry BOLTS WASHERS SET IN SIMPSON A34 W/ o ` ,N c o a " o FILLED CELL W/ #5 TYP. FILLED CELL (8) Sd NAILS = \/ VERTICAL MIN. 5 PER JAMB. o j1 �iii� a a 2X4 #2 SPF STUDS @ 16" O.C. W/ SIMPSON .� "'' II " " w o -2 6 SPl @ TOP AND SIMPSON SP2 @ BOTTOM SEE PLAN '. Oda Y ° 2 X B CRICKET W/ EXTERIOR SHEATHING ATTACHED E SEE ® OVERHSECTIONAL EAD (3J SPF #2 FOR INFO. " _ ? o rn ELEVAPER TON FOR FlN SHLING o DOOR ��]]] STUDS W/ 16d NAILS Q a ¢ v CONT. d / WOOD P.T. #2 ti SYP 2" X 6" @ 8" D.C. SIMPSON LSTA24 6 ♦ Affiliations: I/ TRIM Q A u r r W/ (18) 10d NAILS 3 PROVIDE 2x BLOCKING B D. @ PERP WALL IF NOT ALIGNED W/ TRUSSES 2"x6" P.T. WOOD JAMB V �ii •., : .' �i; .I I,• . IDS—� E ♦ Consultants: W/ (2)12d TOENAILS PLATE 12d DOOR AND CONNECTION PER ° ;; @ $„ STAGGERED ° yyMiOaisa NAILS 20Bm r to go n 2x BASE w/ GARAGE DOOR MANUFACTURER GARAGE SLAB / y m m a NAILS TO TRUSS OW 7. & (1) 1/2" X 12" 'A' 6 .g` - Lp w rn W m @ 8" O.C. TYP. GARAGE DOOR 'A' WEDGE ANCHOR - Q 8 o rn 6 # J m� LL LL LLd oa SIMPSON NITS 2 TRACK MOUNTING DETAIL ° `w A v U �Q 0) W/14.10d@EA o c SgagB ygmmi ui w O TRUSS NOTE: DETAIL CD22 / 3-2 MAY BE SUBSITUTED FOR THIS a CHIMNEY PIPE MIN. DETAIL - UNLESS NOTED OTHERWISE P g. F y WILL N 2" TO TRUSSES gD m w A ;; o•• c agog w �I m uj s za 16 CH01 TYPICAL CHIMNEY FRAME DETAIL MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. ENTRY HEADER DETAIL N.T.S. c b - ❑ ❑ Q';; h; h E "��n ob N •.. ,y/,�•�q•• � fR I I y INSULATION PER FBC AND ENERGY c 1 FORM SSUBMITTED WITH PERMIT v APPLICATION PROVIDE BAFFLES w AT EAVES (FOR VENTED ATTICS) Y 12 12 ' FIBERGLASS SHINGLES OR '` ° SEE ENERGY FORM CALCULATIONS SEE PLAN TILE ROOF (PER ELEVATION) SEE PLAN FOR INSULATION REQUIREMENTS ! \ OVER APPROVED UNDERLAYMENT PROVIDE BAFFLES AT EAVE PER FBCR 905.1.1 OVER APA FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES (TYP•) FRAME FOR BUILT-UP CORNERS min (3) 2x4 OR ,�, ♦ Builder: OVER APPOVED UNDERLAYMENT _ FASTENED TO TRUSSES PER ROOF 4x4 w/ 2x4 POST UNDER EA " ' _- - PER FBCR 905. 1.1 OVER APA ' NAMING SCHEDULE) 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. n i -- "- - EE ROOF PLAN FOR - - RATED STRUCTURAL SHEATHING PRE ENG WOOD (SEE STRUCTURAL NOTES TRUSS ANCHOR (SEE PLAN) ' SEE PLAN FOR „ KEEP IN 3/4 FOR SHEATHING NAILED w/ 8d NAILS @ 6" O C " ' -' - - RUSS CONNECTION 11 1 11 . INFO &LAYOUT DESIGN w TRUSSES @ 24" 0 C. FASTENED TO TRUSSES PER ROOF _ _ — _ BRG. HT. -"'�" AND LATH WITH FINISH - -- �� + _ ___ -- NAILING SCHEDULE) ., . ANCHOR (SEE PLAN) CEILING BOARD ° (TYP.) ALL SIDES i a� � ` � (TYP.) FRAME FOR COR- 0° �O SEE PLAN FOR TOP OF BEAM -' - Imo. L�.i TRUSS TO BE INSTALLED ON OUTSIDE FELT PAPER OR • • METAL DRIP EDGE TRUSS PLATE ;� c HERS FOR NON LOAD r v s � j G• �N _ FACE 3/q" P.T. NAILER /� IA • r 2X ST. / a v x v BEARING SIDES NAILED ✓v• v v• v v �9 \ �' J - O o FJ • . :. < W/ 16d NAILS @ 8" O.C. ° ° FOR BEAM SIZE & _ Q 1/2"DRYWALL—/SOFFIT. SEE \ O��\a° o v� CONNECTION NF = i g a 0 J -'*-METAL DRIP EDGE O i \ i0 ° d (� W z N CEILING BOARD CURTAIN NAILER fl 8 x 8 x 16 K.O. 1 x q P.T. @ WINDOWS R n LINTEL BLOCK 1/2" x 8" J-BOLTS TYP. 4 COURSE HIGH A.F.F. (1) CENTERED EA. ( ) E �, _` w C on W r CONNECT ALL 2x STUD 2X SUBFASCL4 TOP PLATE WITH i x 8 P.T. @ S.G.D. " O.H.W/ (1) #5 DIA. REBAR & n CMU BASE FILLED W CONC SIDE w/2"WASHERS ♦ i / o Q ¢ UJ Z '^ U) TO (4) 16d TOENAILS SOFFIT. SEE ARCH. H SEE ELEV. 3000 PSI CONCRETE (TYP) W/ (4) VERTICAL RENF W/ v o m W O PLANS PRECAST "U" LINTEL " HOOKS INTO FTG & AT TOP '�° LL N Lu Q 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE SCHEDULE " u OF COLUMN COLUMN R ro ryryry��c O � W .7 C � Lim PLAN AI -Al 2X4 #2 SYP P.T. W/ MIN 7/16" O.S.B. y o tp o O P P SHEATHING ATTACHED PER LL OPTION: 15/32" OSB EXPOSURE 1 ON NAILING SCHEDULE MAXIMUM OF (3) - 2X PLATES MAY BE 0•H• EXT. WALL W/ ALL EDGES BLOCKED, SEE FLOOR PLAN FOR ' N ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE T813 FOR NAIL ATTACHMENT.COLUMN (OPTION) STAPLE: 16 GA. 1 3/4" f SIZE & SE N a Job Information: PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FLELD. NAILS AT 8" O.C. NOTE: 44" MAX. SILL HGT. ON �, FILL CELL -(1) #5 DIA. SIMPSON LSTA30 SEE FLOOR PLAN CONNECTION INFO. 1 1 € ALL BEDROOM WINDOWS. n REBAR W/ 3000 PSI CONC. ALL LOCATIONS w/11-10d TO BEAM FOR BEAM SPEC. & TO FRAME BELOW a > SECURE 2X4 P.T. BOTTOM TO y " ALUM FRAMED WINDOW w/ SCREEN ., SHOWN ON FOUNDATION & FLOOR PLANS �_ ANCHOR BO/LBT SET" IN (G.C. TO VERIFY W/ FLOOR PLAN u ; SIMPSON HIGH -STRENGTH i LOCATION OF OPENINGS IN v EPDXY 6" MIN. EMBED. EXTERIOR WOOD WALLS. IF NO 6 a0-' O OPENINGS ARE INDICATED, FULL ~ STUDS ARE REQUIRED). Y • o• ' L.L NOTE: 44" MAX. SILL HGT. ON O ALL BEDROOM WINDOWS. ALUM FRAMED WINDOW 1 ' ` p O DOW/ n SCREEN ' ¢ C CEMENTITIOUS DECORATIVE FINISH 7/B" THICK PER ASTM '� PRECAST CONC SILL SQUARE CMU BLOCK BASE W/ °r o N Z N 'V O C-926-96A WINDOW STOOL " (4) #5 VERTICALS FILLED SOLID STUCCO BAND m m W 7 PER SPECS " SEE ELEVATION FOR MORE INFO t ZX STUDS (SEE FLOOR PLAN FOR INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT y SIMPSON HETA20 Al w/10.10d TO COLUMN Al BUILT-UP CORNER MIN (3) 2X4 > N M U MORE INFORMATION). SEE T813 1/Z" DRYWALL ON SHEET 6 APPLICATION PROVIDE BAFFLES AT ExrER[aL FINISH - POST OR 4X4 POST W/ 2x4 UNDER a a FOR NAILING INFORMATION FOR (SEE ELEVATIONS) EAVES (FOR VENTED ATTICS) • EACH END OF BEAM $ CV Tj O J SEE ENERGY FORM FOR WALL SHEATHING. WALL INSULATION P.T. 2X #2 SYP. BASE PLATE FTG. DOWEL #5 DIA. REBAR 1 X 2 RT FURRING 1 x 4 P.T. IT' 1N CONCRETE • 25" NOTE: ' • ' 2 X 4 P.T. PLATE; • " BOTTOM STRAPS MUST BE t 'W^ �_/•� O —� �/ / �/ / GO LL. REQUIREMENTS 1/2 6 A.B. OR 1/2" x 8" TITEN BASE NAILER EXTEND (ACI 530) ABOVE w/ x ( HD) w/2" WASHER AT 32" O.C. SLAB. ALL LOCATIONS SHOWN INSTALLED ON INSIDE OF L . SEE FOUNDA N $ ♦ Revisions: MIN. 6" FROM END- SEE WS07 WOOD BASE ON FOUNDATION PLAN COLUMN. DO N01 BEND �`v t,�• • ° °r�'- ° PLAN FOR FTG ° 1 YV W000 BASE SEE FOUNDATION PLAN FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR STRAPS UNDER PLATE. �r �'�'?�° v ° g ° a' - n v PLACE STRAPS IN FI ;,, LL ��v' SIZES AND LOCATION m m FOR SLAB INFORMATION TOP OF SLAB 1 SLAB INFORMATION _ TOP OF SLAB ,, CELLS w/#5 REBAR °ih-1 m 2 — N fl Model Name / Number. OD GRADE GRADE •TYP. CLEAN l 3 e • ♦ I Plan Issue Date: - I O COMPACTED ACT I ,I. � SEE PLAN FOR ry I 1 RE -BAR UANTTIES 4 COURSE HIGH CMU BASE - ,. •..`. FILL c� FILLED w CONC -SEE PLAN FOR / " SIZE. TOP OF COLUMN BASE - Monday, April 29, 2019 16" SEf FOUNDATION PLAN SEC PLAN SEE FOUNDATION 2'-0" AFF ♦ KA PROJECT NUMBER: FORFFG REQUIREMENTS1O PLAN Y 19-2900 NOTE: DETAIL CD21 / S-2 MAY BE SU13SITUTED FOR THIS DETAIL -UNLESS NOTED OTHERWISE ti o Sheet: Of: CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE NT•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" TYPICAL FRAMING DETAILS 8" D BLOCK TIEBEAM W/(1) #5 REBAR U.N.O. WHEN REQ'D RECESSED PRE -CAST LINTEL NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLKNG AROUND CURVE. MIN. 2 TITEN ANCHORS TO 2x8 •vv • �p< ,,, ME I•f �,\\\ • r FA Ml r�l _Ml WOOD WALL OR TRUSS. SEE PLAN ^-^'JCTURAL SHEATHING VARIES W ROOF SLOPE CONT. W/ (3) 12d AMON NAILS EACH D TYP. T&B USS OR ROOF SYSTEM 302 SHEAR TRANSFER EXTERIOR WALL N.T.E e W m b � ro 1" 1ih" 1✓" Q (2) 2 x 4 LAMINATIONS W/111 (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 r 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS CDMMON wI RE NAILS COMMON WRE NAILS (D = 0.148", L= 3•) OR CQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D-QA62",L-31/2")OR EQUAL (D=0,1S2',L=31/2•)OREQUAL 1)) ADJSACENT NAILS ARE DRIVEN MOM 3) FOR 4-PLY, PROVIDE 1/4•DIA. x 51/2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4' OF 41 REFER TO NOR SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 1 1/2' CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) •Y• F.F. OVERHANG •J• FOR OVERHANGS BETWEEN 5/8" TO 11/2" NOTE: FOR OVERHANGS LESS THAN 5/8" • NO RCPAIR REQ'D. MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. SIMPSON SP2 TOP AND BOTTOM. TYP. @ EACH 2X CRIPPLES (3) 16d COMMON @ 16" O.C. NAILS(TYP) — ,---HEADER PER/ LOCATION •' 7/16" OSB W/ 6d HEADER OIS D®&TOP NAILER (SEE PLAN) ® 2x W/ (3) 12d TOENAILS EACH 7/16" O.S.B. END TYP. EA. SIDE 2x4 SPF CONTINUOUS 2X BLK'G. TO O.S.B. BLOCKING ATTACHED W/ 2 -8d EA. END TO 7/16" OSB W/ (2) 81 NAILS. SEE DETAIL ABOVE EDGE VIEW WINDOW OR DOOR OPN'G ►F02 DETAIL @ ARCH WINDOW FRAMING N.T.S EXTERIOR SHEATHING - ATTACHED PER NAILING SCHEDULETBI3 ON SHEET 7 AND 7.1 CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE ONLY IF NEEDED. SEE PLAN SEE PLAN FOR BEAM SIZE 2X4SPF AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED IF14 KNEEWALL @ ENTRY FRONT WALL 1/2" PROVIDE 20 ON TO OF 2xB TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE '\\ (SOLID BLOCK w/ 2x6) STRUCTURAL SHEATHING q8, `\ \ 7/16" MIN. NAILED W/ 8d 4!/ ` \\ COMMONS @ 3" O.C. @ 2x4 STUD A! ` \ EDGE & 6" O.C. FIELD RUN PER PLAN ` \ FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS `\\ BOTTOM OF FALSE BEAM NOTE: @ ALL EXT, CONDITIONS ATTACH 2x STUDS SEE GE05 FOR \` \` TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. STANDARD \\ I ` SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END \\ I \l (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING 7\ `\ TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 ` I \ * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) \\ TOP PLATE TRANSITION \\ \\ Z uQl PIPE OR DUCT w/ PENETRATION THRU OUBLE 12d TOP SPLICE + +I I+ +I y o TOP PLATE w/ MORE THAN 50% OF TOP ROWS 12d 2X TOP PLATE TO I 3 PLATE WIDTH INSTALL @ 3" O.C. GABLE END W/ 16d r SIMPSON PSPN516Z NAILS @ 6" O.C. a w/ (12)16d NAILS TYP."y7/ry TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS + +I + + TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2X4 STUDS @ 24' O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SINGLE BASE &TOP TOP PLATE W 8d 2 1 2" x 0.131 NAILS PLATE W/ PLYWOOD * NOT REQ'D. WHEN QT SYSTEM IS APPLIED SHEATHING COVERING NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL E15 FALSE BEAM AT GABLE END N.T. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL * CRIPPLES MAY/MAY NOT BE PRESENT. Q IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION EXTERIOR SHEATHING AT PER NAILING SCHEDULE TB13 ON — SHEET 6 2X4P.T.� NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE LINTEL STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE , , , STUD ANCHORING: STUD TO TOP PLATE: SIMPSON SP4 , , 2X4SPF , AT 16" O.C. , , , STUD TO BOT PLATE: SIMPSON SP4 1/2" X 8" ANCHOR BOLT @ 32" O.C. 8" CMU WALL rF21 KNEEWALL @ ENTRY FRONT WALL 3/4"= 2 X 4 #2 SPF KNEEWALL WITH - STUDS @ 16" O.C. W/ STRUCTURAL SHEATHING ON BOTH SIDE FROM TOP OF WALL TO BOTTOM OF BEAM, ATTACHED PER NAILING SCHEDULE. - SEE TRUSS PLAN FOR CONNECTION - FRAME OUT TO BLOCK EDGE SEE PLAN FOR , , BEAM SIZE , �- BUILDER FRAME RADIUS AS REQUIRED 2x BUILD -OUT BEYOND IF38 KNEEWALL @ ENTRY FRONT WALL N.T.; /�iOP SPLICE DOUBLE 2x8 TOP PLATE w/2ROWS OF NAILS @ 3" O.C. WOOD BEAM SEE PLAN FOR SIZE SIMPSON HLIC410 OR (2) I ;(' HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. ' (3) 2x4's OR 4x4 W/ (2)•10d I NAILS @ 8" O.C. EACH PLY (SHOWN AS x4) I (2) SIMPSON HETA20's w/(12)-16d EA. TO COL ALT: (2) MSTAM36 STRAPS BOTTOM SPLICE TYPICAL BLOCK ,� CENTERED W/ (13)-I0d NAILS OVER STUD WALL TIE TO o'er BEAML 717 TOP PLATE SPLICE DETAIL 3/4"=: (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLKNG. TO O.S.B. OPENING G.C. TO W W/ 2 Sd INSTALL (3) TITEN HD. EA. END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT EDGE VIEW JACK TO HEADER, NO BASE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 1 2 X 6 WALL JACKS I KINGS JACK'S I KINGS SIZE EA END EA ENO EA END EA END LESS THAN 4' (1) (2) (1) 1 (2) >4' BUT <9' (2) (3) (2) (2) 1A' 3 4 3 4 CONNECTOR REQUIRED [24" SP4 AT (3)16d SEE PLAN COMMONFpR WLL 2X CRIPPLES @ 16" o.c. O.C. NAILS(TYP) W/ SIMPSON SP2 TYP. HGT. TOP AND BOTTOM CMU_ 010 I �/ ��. .� • '� ++1�� • ©40, Jul • • •. .• • 19011wilal,. .• ll LTAvivo' WINDOW OR DOOR OPN'G CMU WF39 TRANSOM DETAIL AT ENTRY 1/2 =r.o° * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF &GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ IV O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"O/C FOR 2x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON HTT4 W/ (18) 16d NAILS & A S/W EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN P.T. DOT. PLATE WF09 I WALL HEADER DETAIL N.r.s. SIMPSON HUC410 BUCKET SEE ROOF PLAN FOR MORE INFO SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO SEE FLOOR PLAN FOR COLUMN SIZE & `----- --- ---' BASE CONNECTION INFO •- OPTION A OPTION B 1/2" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED COLUMN SIZE & BASE ON BEAM SCHEDULE/PLAN CONNECTION INFO SECTION A -A FOUNDATION V FOR MORE INFO CD11 COMMON BEAM ATTACHMENT N.T.S. D04 BEAM @ RAISED ENTRY MASONRY WALL N.T.: 12 SEE ELEV. (TYP) SIMPSON SP2 @ EA. STUD —� APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES W/ 8d COMMON WIRE NAILS @ 4" O.C. BOUNDARIES 6" O/C EDGES & 8" O.C. FIELD SIMPSON SP1 @ EA. STUD —� 2"x P.T. PLATE 1/2" X 8" 'J' BOLT @ 24" O/C MAX 8"x8"x16"K.O. BLOCK W/ 1 #5 CONT. CMU WALL RED WOOD TRUSSES @ 24" O/C JFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" TOP PLATE -2"x4" STUDS @ 16" O/C /—CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) WF42 I KNEEWALL ABOVE MASONRY WALL 3/4- 1'-0" U Z M Z S /E Z 3 a 3 L0 iE W 'a � V — O W o� i/) F. E N m ov Du, I ma : U moM—M ro 0 LLM 0 0 Y 2 w 0-m rn o� I U $aR d Affiliations: A f) t� ! 61 � Consultants, t. �3gUj A1 r aI�rn= aj LL _ .91gE U "'No B N c_S§ G1 8'.��c2 Q s¢ o" W Uj N 1Q�;�x a ai F- a. o� ¢ ' ffi Zvfig< zZ F N '�w � x mm NO3 3 C _ Fi C P W 2 v ry4r «� gw big?s „'` .. F d • 7pN a �WC- J fit p','y C �kf A. qi B �eoftt! tlS I V I Builder: W a `� N W _U ' rr a z 0.0 mn Uj O W Nui 0 0 mYd LL N o F J LIJ W v O ® V Z D_ C Job Information: N c 0 In 16 '2 0 >N I— 7 O O m z � _VH w J coC7 / Q) N M Cn CO U z mCN 0) _ pLO J w _J m (I) C1) 00 L L Revisions: 1 YV 2 3 Model Name / Number: 2117 Plan Issue Date: Monday, April 29, 2019 KA PROJECT NUMBER: 19-2900 Sheet: 3 Of: i TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN TO BE LESS THAN OR EQUAL TO 45° _ ' "SEE 120. ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED, - �+ - �' DROP GABLE END TRUSS &LOOKOUT RAFTERS V STRUCTURAL AND NAILING SCHEDULE FOR O.H. GREATER THAN 12" FOR 12" AND UNDER - 8d NAILS —MINIMUM 2"x4" - Sd NAILS @ 4" O.C. WALL AND ROOF SHEATHING, SEE TB13 FOR SHEATHING DETAILS SPACE BLOCKS AT 24" O.C. - AT 4" O.C. \ CROSS BRACING - 1 .. '. 2X4 SYP BLOCKING FOR SPECIFICATIONS (SEE PLAN FOR LOCATION) '; "" ' "' BETWEEN TRUSSES @ 48" O.C. MAX. FASTEN TO EA. 21�4 $Y�L 66AG1=FOR p ' . BLOCKING TRUSS w/ 3-12d NAILS EA. G BLES 3'-0" TO 5'-11" TALL. END 9x6 SYP L BRACE FOR .' 2X4 SPF BLOCKING) ///�� ` ,- (' \ Z - _ y�z^ 2x4 SYP CROSS BRACE7 GABLES 6'-0" AND TALLER. PANEL EDGES W/ (3) 12d , ,� ,° W Z S APPROX. 8" FROM RIDGE ATTACH L BRACE w/ THEN 48" O.C. AFTER. NAIL w4 12d NAILS @ 4" O.C. NAILS EA. END TO TRUSS �` 2X6 BRACE NAILED -NAIL SHEATHING @ 4" O.C. SIMPSON MTS12 @ LOOKOUT RAFTERS z 3-12d @ EACH END & CROSSING AT 450 ANGLE. GABLE TRUSS r� TO SIDE OF GABLE , STAGGERED w/ 8d ' ' TRUSS WEBS IF APPLICABLE (NOT REQ D WHEN GABLE IS ' 2" LONG 2x4 #2 SYP BLOCK AT 4'-1" OR SHORTER) FASTEN (1)ATO ; w/ 12d NAILS �, /'� - CONT 2x4 SYP SPANNING (4) RACE COACE LOCATION. FASTEN TO @ 4" O.C.WHEN STRUCT. SHEATHING / ') TRUSS BAYS (8'-0") NAILED DIAGONAL LL PLATE w/ 10d @ 3" O.C. w/ 3-12d TO CHORD (MIN LO K PLNAIL TRUSS 2x4 SPF CROSS -BRACE GREATER T AN 3'-0" '° i° 7/18" MIN. TH K. - NAIL w/8d COM. @ a z �,/ �� z (3) 12d GABLE @ 48" O.C. - NAIL w/ `,'�' PER JOINT 1ST 4 BAYS)TO TOP PLATE W/ cj-16d (3) 12d AT EACH END & AT �� '° 3" O.C. EDGES & 6" `0 ai ux NAILS @ 4" O.C. CROSSING AT 45°i ANGLE�O.C. FIELDmNAIL W CONTINUOUS LATERAL BRACING- 2x8/ 1 2"x8" ANCHOR BOLT 4 BAYSAT ;° �INSTALL OVER X•BRACE AS SHOWN R X-B AT TRUSS WEBS • 48" O.C. MIN. KNOCK OUT COURSE , TRUSSES lOd @ 4" O.C. `o U �O w '- E � � CONTINUOUS BOTTOM CHORD BRACING 20X4' MIN. FOR NAILING X BRACING - 2x4 SPF OR SYP w/ (3) 12d @ EACH TRUSS WEB MASONRY WALL CONTINUOUS 2X4 SPF ' SPANNING 4 TRUSS () i GABLE TRUSS _ o j O ^ m o �'"„ ^ o BAYS (8 FT) NAILED TO , ,�' ,° E �L 2x4 BLOCKING @ 4" O.C. NAIL TOP OF "T" U SHEATHING, SEE W/12d & (3) 12d TO CHORD TO LE w ~ O NAIL TOP OF "T" TO GABLE ROOF TRUSS w/ 2-12T013 FOR ATTACHMENT d AND 1 OVER JACK TRUSSES, SEE ql �" w/2-128d & (1)SS SIMPSON MTS12 W/ U S y "' o TB01 TYPICAL CROSS BRACING DETAIL N.rs. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. SIMPSON H8 w/ PLAN. 1a10dx11/2"NAILS 2X4 SPF BLOCKING BETWEEN TRUSSES 14-10d x 1 1/2" Q ° Q F FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"xl 1/2" SDS WOOD SCREWS GABLE 2x4 BLOCKING W/ 242d TOENAILS "T" @ 48" O.C. MAX. ! NAIL DEADWOOD TO TOP PLATE w/16d @ 4" O.C. NAIL TRUSS BOTTOM CHORD TO 2X4 DEA6 5 a d ♦ Affiliations: PROVIDE 2X4 MIN. BLOCKING AT LINE OF HIP/RIDGE, TYP. NAIL TOP OF END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d " WOOD W/16d @ 4"O.C. A CENTER FRAMED WALL OR BEAM AND 1SIMPSON H8 w/ BAYS `m B D...'>d '. BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS SIMPSON LSTA30 w/ _ ♦ COHSUftanTS: NAILS EACH END TO TRUSS TOP CHORD @ WOOD FRAMED WALL @ DUTCH GABLE _ _ 14-10d @48" O.C. E T � N m OD N FRAME WALL OR BEAM BELOW SEE PLAN � A TRUSS slrcoNlerFTOBLOCKING PRE-ENGINEEREDLu OVERLAP TRUSS GE01 GABLE END BRACING N.T.S. GE05 GABLE END BRACING - FRAME WALL N.T.S. g�.e_ H-sa"o #3F.�$ ¢8N?'z WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP a .& a U v M s o �3R ..9 ro ~ � � A TRUCTURAL PACE (O @ G.T. SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 = $ _ ` S a ~ a 04 TOP CHORD WHEN REQO NAIL TO TOP CHORD ACK - - - - - TRUSS W/ m@'+m`2� y Z¢rdg LLP`zZ N TO PREVENT SHEATHING OF HIPPED SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ H" O.C. 2x8 SYP BRACE NAILED DROP GABLE END TRUSS 9— L.IL� Lj 2E'`rc✓tz g, „ W = m z R o l m p. MAX 24" SPAN (EEDIN G.T SEE STRUCTURAL NOTES TO EACH SIDE OF GABLE TRUSS CHORDS 3'-4" IN &LOOKOUT RAFTERS FOR O.H. GREATER THAN 12" a g c s z a -,y��_� Pm P'� ` gh-HI m� a SIDE OR BOTH IF REQ'D) AND NAILING SCHEDULE FOR SHEATHING DETAILS USING 10d NAILS @ 4" O.0 FOR 12"AND UNDER- s C �... Air ru SPACE BLOCKS AT 24" O.C. m n- �. �, +• '� e •'• c �'. ., o (2) 12D NAILS MINIMUM (3) 12d 2X4 SPF BLOCKING @ �"'' •�di❑ ❑ ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR PANEL EDGES - E SHEATHING SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING SHEATHING @ 4N D.C. STAGGERED w/ 8d PLAN '• STRUCT. SHEATHINGo 2x4 SPF CROSS -BRACE •�\ �` 7/16" MIN. THK. - m �'� • �'7 . \,a•.1 ��D •�� 2X4 BLOCKING BETWEEN TRUSSES HIP TRUSS TRUSS CHORD 1@2dATEACHNNID& T °k TRUSSES \ �, 3"�O.C/EDGES&6" u r? .•.• <•."••'" r,�T'I (GABLE END) CROSSING AT 45 ANGLE " O.C. FIELD a I`3' F° j4,L�kb rc� +ra��aa:a►T S�FCT_A A r CONTINUOUS 2x4 SPF SPANNING TRUSS m m TB03 HIP /RIDGE BLOCKING DETAIL N.r.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. SIMPSON H8 w/ 2x6 SYP 10-10d x 1 1/2" (4) BAYS IS FT) NAILED TO ^ ;. 2x4 BLKING @ 4" O.C. GABLE TRUSS `o w/12d & 2-12d TO CHORD 2x8 SYP a CHORD BRACE 2x4 SPF BLOCKING - GE04 W/ 12d NAILS BETWEEN TRUSSES i' ♦ @ $" O.C. @ 48 O.C. MAX. �• S'q. BUlider: (2) LSTA18 H CONTINUOUS w/5.10d x 1 1/2" TO SEE DETAIL m rA TRUSS NOTES: 2x6/2x4 SYP STRONGBACK & 8-10d NAIL GABLE TRUSS = Y. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPS-2014 STRONG -BACK x 1 1/2" TO "T" BRACE i. TO PLATE w/16d @ 3 W a �MQ (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND CAUSE OF ACCIDEM W/ 12d NAILS EACH 4" O.C. a m m Lf7 w - BRACING SHALL THEREFORE DE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CONSTRUCTION LOAD SHOULD BE LIMITED @ 8" D.C. TOENAIL EA. 2x8 i' _ emi N IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS SUPPORTS. NO EXCESS CONCENTRATION OF ANY LEG TO PLATE c O < M U TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT 312d & SIMPSON O 1/2" X 8" A.B. @ 46^ O.C. MIN. = EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS, A W/(S) 1/4" ,i ,m, g� a J 2. ALL BRACING B,CSLARD BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'.0" C-C. MAXIMUM. !yyy ; ; x 1 1/2" SDS OR m �A Q) Z W J LATERAL BRACING SPECIFIED 3. ALL BRACES SHALL BE 2x4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT / EQUAL Q EQUAL "`y'°� 2x6 PT KNOCKOUT E `m IC V N O 4. ADDITIONAL COURSE F— AT DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. S. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. .2x4 — J// °T" BRACE (2x4 SPF) 4 BAYS PLATE it w W O ' ^ v' SEE TYP, TRUSS BLOCWNG DETAILS SEE GABLE BRACING DETAIL a m Q O v m N LL H- SHEATHING y W CQ.1 3 TO 4 TRUSS x4 AS SHOWN ®I .7 U 0 TRUSS�T/ SPACES DI DIRE GE04 "T" BRACE CONNECTION @GABLE END W/ VOLUME CEILING 3/4"=1'-0" GE03 GABLE END BRACING w/ VOLUME CEILING N.T.S. p G c ySa. O rTRUS M (f / VERTICAL SCAB 2X6 #2 SPF 48" O.C. SEE TRUSS (2}1 NAILS W/ (4)12d TOP & BOTTOM OR H5 S y 9 ♦ Job Information: OR HCLR/LL IN PLACE OF (4) J.OD S&EBC)ION TO TRUSS SEE STRUCTURAL NOTES AND G) REQUIRED @ RAFTERS GREATER THAN 8'.0" NAILING SCHEDULE FOR (4) 12d NAILS SEE STRUCTURAL NOTES AND NAILING SHEATHING DETAILS EA, END m O O SEE PLAN UBLE TOP TOPPLE PflEENG. TRUSS PLATE SECTION B'B TOP PLATE 7SEE SCHEDULE FOR SHEATHING DETAILS Ti N 2, STUD WALL VARIES w ROOF ''-' SLOPE PLAN 2 CONV. FRAMED RIDGE \ / MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 42 2X4 SPF BLOCKING \ / B = (4) 12d WHEN IT LANDS SPF 48" O.C. W/ (4)12d \ BETWEEN TRUSSES / / '/ , O NEXT TO PRE-ENG. TRUSS 2x8 BILKING. NAILED EACH TOP &BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. / ,' ,' z 3 p SIDE W/ (3) 12d NAILS WHEN REQUIRED @ RAFTERSHCLR/LL IN PLACE OF (G)REATER REQUIRED w/ (2) MTS12'S \ \ / / \ / 2X4 SPF BLOCKING ,' ,' < O LY] U B THAN 8'O" \ \ 2x4 SPF BRACE \ / @ 48" O.C. MAX.w/ 2X4 BRACE@ 4'-0" o z O LLD C O) � @ 48" O.C. - NAIL w/(4) \ (3) 12d END NAILS ,' ON CENTER ► r- m C) O COLLAR TIE \ 12d AT EACH END & EACH END muj O m EVERY 3rd SHE RAFTER \ DIRECTION \ \ ,' ,'�zhALTERNATE :m > 4� m f6 i 2X4 BLOCKING BETWEEN CB BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) ,' ' z (U / JwmN @ EACH END, DONT. EACH BAY B TB 2X4 SPF W/ (2) #7X3.1/2" /' /' TRUSSES ¢ O L ci ALTERNATING DB WOOD RE EACH TRUSS / / SEE PLAN M �/'� /� J W / V / 00 O OR HS @ BLOCKING / / ~ PRE-ENG, TRUSS ♦ RBVISIOfIS. CONT. ROOF SHEATHING ATTRUSS TOP \ / / / TRUSSES , 1 YV STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ \ / / m SEE PLAN FOR CONNECTION SIMPSON A34 OR TB (USP MP4) \ \ / / ,' i 2 3 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2H12d NAILS ® DIAGONAL Opp 2x8 #2 SYP RIDGE BEAM N 2'-0" ON CENTER LOCKING EACH END AT B -D MAX TRusS, 2z6 RAFTERS @ a•v'o.c. / BET EENPF \ n BETWEEN TRUSSES TRUSSES Y \/ �' ♦ Model Name /Number; MAX w/ (3) 12d COMMON @ 24" O.C. MAX.w/ 2117 WALL BELOW TOENAILS TO RIDGE BEAM 2X4 RAFTERS FORSPANS THAN \ / \ 3 ) ()12d EA. END (TYP. / \ SIMPSON HGMA10 1/2 GAP (SEE PLANS FOR TYPE) FMAx W /LES SEE PLAN @ 4'-0" O.C. MAX. m CONC. MASONRY COMMON TOE NAILS TO RIDGE BEAM STEEL OR WOOD m 2X4 CONT. AT T & B CHORD BEARING SUPPORT ♦ Plan Issue Date: Monday, April 29, 2019 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE EXTERIOR INTERIOR _ f - y ¢ @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING g ♦ KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION 8" C.M.U. SEE 19-2900 or PLAN FOR REINF. Y 2x4 S.Y.P. @ 16" O.C. a o Sheet: 4 Of: N TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. T614 NON -BEARING EXTERIOR CMU WALL N.T.S. a ROOF FRAMING 0 AND BRACING DETAILS THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough opening§ 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 thejamos 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. u SPA EVE 6" 6" 6" 6" SINGLE DOOR Q E 0" SPA EVE SINGLE DOOR W SIDELITE ", 6„ 31 O.. 3" 3„ 3" 3„ 3„ 371 E >"All i I 3" 3 DOUBLE DOOR W/ SIDELITES LOCATION OF 9 IN FRONT OF M O ro 1 - m 0 " W WACE .VENLY 2" 6 ER TO BE V OR APP. My aQ If I O Z ,h T N° SINGLE DOOR W/ SIDELITES DOUBLE DOOR REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. OF SLAB 16" MIN. DIAMEl CONCRETE FOOTI N.T.S. SPACE EVENLY n centering -- arPmolln85 Ingle teeny Marl or qulvalonttlirec to not mal wttMn a 4k� 7' _ �s to use h 5tKw, / Cut shingles back from allay cemerlme SHINGLE INSTALLATION GUIDE MD SFA ANT NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8' MIN HEADS. 6 PM SHINGLE. 0. /{Yoot� Utr°^' ` bE�`3C cogs" 316""Ile 21-4 Set Ggtlt zg" i ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY LOCATIONS) rTER.WALL FINISHAND XTURED, PAINTEDr_%FAl ' %13" H GALV. BEHIND FLASHING EXTENDINGA MINIMUM OF W ABOVE VERTICAL RISE OF FLASHING VERTICAL WALLLASHING CONT. AT KNEEWALL T ENTRY PLASTER STOP—� ANT 6" A 6H GALV. FLASHING CON, NOTE: THIS DETAIL IS REQUIRED AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. a- HORIZ. FLASHING DETAILS FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLAIJON 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 I' a JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME BY OTHERS SHEATHING — BY OTHERS CAULK BETWEEN - FIN &SHEATHING EXTERIOR — FINISH BY OTHERS PERIMETER — CAULK BY OTHERS o.A. wINDOw HEIGHT EXTERIOR 11/2' MIN. EMBEDMENT —08 WOOD SCREW INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 3/40 MIN: EDGE DISTANCEi t/4' MAX. SHIM SPACE rH=iE SHALL net 6 T Instru ctions For NI Fixed Windows With Mound Fin j� iteInrtallation Hy- Includes all of the following series: 625 / 825 / AZ35 / FL35 / AZ30 / FL30 / V1500 / Viggo / V300 / V380 t/r'LOO Vr280 GB2000 GB20B0 P e 662 Presd N2 LHSO Meant Fastener Spadnp Wall Framing: (Jambs, Head and Sill) #25pruce/Plne/Fir Or eeder -Silicone a lb x]d/2" - — Screw Screws Minimum Pe-318- n "- Giadn9 ReadJ bun6 g Fn' -, —'.-. •.,,_—> Cross Section V law Btterly View of Pled window Mnlmum uz ti. -" 6ilimne _... _.-. Eaton., ShcaMirg Ndfe: WVenom /y a Or Mahandisma plda/ pahol, adhd MASEN E71IhpJ.NowaWr, wro etMum"a' cvdw&n reNatl#n /n cpdeanln/ bu/ldlvq Noes 4k lax up ro fhe and uaw ro AeMrmhle rhaprppK/nsh!/ay/pn WMw xems. RAF LEAVE THE el MU WRAP 0411 6-vore suca m9 your window, the bubble wrap may be paled back for k spectlon, but please m-,Ida the wrap to NNu1 the blocks hen scratches and other damage wirl conuoucliou Is complete. Slept aeanabbbs,re Me apeNng ls3/9't01/2'letger Men tle wudew 9'Ze bIXh wxUTaay era hakmtary. ' You may wish to pne-all the inap adan hales in the fin ra Mktime. aseleffiand #1e Acker Me maxow IA AS MLV are roll A0,101131W AbAfflos4f myredtY, Step 2 Apply a genera; bad of #Ihnne M Me be#Nde of Me m ng en Ike �nough;Ylmne to sniMderitiy M ail wide beMren tle fin and the well shed Seep 3 Ircertthe wroa a Into the opening from the cubed, The window is labeled "WWW aM'out4de°, but N Mese labels have bass ram•etl the gazing based sMutl always be M the UnMeMdre building. Sep A Install stems under these, adlusMg them unM the use M plumb in the opening. Ste„s should be Instilled under the sill aver' 2 Feet. The window should W beii catered In the opilling wrh no mone Man Ile oa, bebaen the window ate well franning Sbee 5 Iruflll a #10 w 1-1/2" screw V from MS coiYer, aUe fin at moo lead bar tie lead sill and bah jambs. Step 6 Irotil pet newinhg restate,; n e' am"a es ham bass. strews to Me cattle, of each frame member. tke "m not M mar, tighten the screws and pull teem tramigh theft. Alec, make sure Me spews 90 in stra ht and do rat Cause the frame M bow. MR framing should be a su bourn of #2 SpmcA+Pirc/Hr. Finneran, should be #10 screws of $~#1I fa Whieva I-VIII'venetration Into the wag and no late Bern ur ham edge of faurnm Fastorer uasMaes rwdMin R<h sae of hamebadtere g' k o/FrerH Member 10" 10 26• W 42' SO' S9" W74' 92° W!6" Humber of Fastnwsa1 2 9 1 4 1 S 1 6 1 y 1 a 9 1 t0 1 11 1 12 1 11 Step 7 Rerewe aces$ 511500no -sqUEEZE, our hunt around the fin and Maxto for holes or wads. Use Nikon to All any molds. SD•4 S If desired, a foam i.lo n ran be aW(Od w tie isWeda gap between tie window and wall framng. iF apples, Nk nxui be Nat NON EXPANDING rYPf'FOAM. Step 9 Sim these wir aews are typically used In rooms with high nnddsae, to; bxhroams, it Is remmmended that the Wader gap between the window, and will Naming also be sealed with srloone and monad so as not to Interfere well the I stagadon of wallbeard,Uleorbim. Step 10 Once all conshuctlon Is wuplete, renrsow that bubble wrap from the Ina de wad outtlde of bad window. n ne�ary, dean lad Mods with a mW delmotantand warm weer using a it dote. 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 Method Approval # Rooting: 1st Choice DADE COUNTY APP. CERTAINTEED LANDMARK 30 NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL5444-1113 2nd Choice DADE OWENS CORNING OAKRI) FL16828.1 COUNTY APP. AR W/ 3/8" MIN PENETRATION THRU SHEATHING 3rdChoice CAE COUNTY APP. IKOlndustrues,Ltd Cambridge AR FL7006-RIO FIL7006.1 4th Choice DADET GAF FL10124.1 ROOFING UNDERLAYMENT: 1st Choice INTERWRAP, INC. RHINO ROOF UNDERLAYMENT SHALL BE APPLIED AND FL15216R3 U ATTACHED IN ACCORDANCE WITH R905.1.1 F - Choice WOODLAND 11 YPE II UNDERLAYMENTS4IV Z FL." 1 nd INDUSTRIES INC II ASPHALT -SATURATED ORGANIC FELT Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 73W6 2"W" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS R15279.55 2nd Choice +30.0/.32.0 CLOPAY R 15279.36 Swing Doors: 1st Choice +67.0/-67.0 TH MA RLLCORP. r GLAZED I INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPED' S MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL15225-R4 THERMA TRU CORP. FLUSH 2nd Choice +67.0/-67,0 Ass Coo OUTSWING AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALLFIRFRQI BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN, FROM PEE: TOP & BOTTOM OF INTERSECTIONS AND MIN. 16' O.C. THEREAFTER. TYPICAL ALL 4 SIDES) Siding: 1st Choice +0/ -146.3 The T co Group °p 7" Staggered INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING FLZ0403.17 Shakes NAILS 1+/^ LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT JUP O.C. HORIZONTALLY. EM BEDMENr TO BASE MATERIAL N.A. N.A. N.A. 2 Choice SHALL BE BEYOND WALL DRESSING Win w : 1st Choice +40/ 50 MI WINDOWS 3540 SERIES Si Ie Hun l(m) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN, 1W 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. FL 17678 R6 +40/-50 MI WINDOWS 3640 SERIES single Hung (flange) 0.0 MI WINDOWS 3540 SERIES FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF SUFFIENT LENGTH TO ACHIEVE ILIA" INCH MINIMUM EMBEDMENT FL18644R2 Picture window IN WOOD SUBSTRATE. FL18644.2 Mullions: 1st Choice MI WINDOWS M-1926 VeKical FOR 3/16" ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A FL 185042 Mullion MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL185-R10 WINDOWS WITH MIN. 1 k EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ 48 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/W MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1St Choice +55.0/-35.0 KAVCAN LTD 8" BEADED n qnFRT VtNY1 11/2" NAILS 10" O.C. IN DIRECTION OF SOFFIT LENGTH F 16503R� Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM 24" Ge. GMvenlzetl DIRECT MOUNT. TOP 1L1"-20 MALE PANELMATE W/ WING NUTS FL16293.1 46 PSF INT. PANEL MFG. INC. Steel Storm AT 12 h" O.C. BOTTOM'4"-20 SIDEWALK Panels BOLT W/ POWERS 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: R. # 82126 .. - z_ Z �B/ O 6 yj+ 0 -1 Q J EL E6� N /) Z t/T U " v N 4"-J w l'6 p S YN Y 46 ' 1 _ a 9 C 0 In 'E O W to j ` , Ln O O 'wa" 1Nn a E a jY�ra U m o Q U d '(1— m'o od v IW— oW N 4rQ `p x ® Q I V IN 0 5 ♦ Afflllatlons: A BID / ' '1 C E ♦ Consultants: 11 ro 00 to to gto FOO no pip 5 o 01:5 , c,em 017N0 LL li LL so X c=��m'c��as� I 1 `-i .gst to c 4 w a Q a c € i W O N ZQW�Qa N v -Tgagwll rymt 8"1yy�5� W 95 °f o 1f m o CL gN 1�iyyXR � B +�Zr�i (�iY`C ¢ _4 anal cr err N ns • �' g C !r;a ;0, as 0 m I♦I Builder: N N W c� 3N W_ s U m =cc z ao Z A�a N J ° E w NUA O c W u. a 4 W 0 W 0 Cl� o W a o O W M r=r} G Job Information: v O c to 1 v L i N 5 m O C O O m a z U �0)0) st W 0 L�iJ M st c rn cl m cn x c Z E M W 2 / N _ —j LU :5 O m 07 W LOOO 32i 0 ♦ Revisions: ° m 1 Yv 0 2 ri 3 VT Model Name / Number: 2117 o ♦ Plan Issue Date: < Monday, April 29, 2019 ♦ KA PROJECT NUMBER: Y 19-2900 T a Sheet: S-5 Of: MATERIAL 8 REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER FLASHING REQUIREMENTS t, �0r R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. 7 p� NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER & WEATHER RESISTIVE The exterior wall envelope shall include flashing as described in Section SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING THESE DETAILS ARE GENERIC AND MEANT TO SHOW g oip ' °� �N4N j' WEATHER - R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is"�� % 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. into the exterior wall assembly. An exterior wall coveringIs described as a material or assembly of EXTERIOR SLOPE Y U- TAPE C �' � � SELF -ADHERED FLASHING a�a^-r� BEAD of CONSTR. materials applied on the exterior side of exterior walls for the purpose of providing aweather-resistive '�� „. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in : 12.0 in SELF -ADHERED FLASHING barrier, Insulation, or for aesthetics, Including but not limited to, veneers, siding, exterior Insulation and OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm: 30.5 cm) finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. WALL BY6IN. UP JAMBE". USELIQUIDDNAIL BRAND PRODUCTS DETAILS ///�� ` _(D OR EQUAL WEATHER PROOF CAULKING SELF ADHERED FLASHING R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying (' { Z W WEATHER SELF -ADHERED FLASHING EXTERIOR with ASTM D226 for Type 1 fait or other approved water -resistive barrier shall be applied over scuds or Z 10 RESISITIVE � TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer � Z � CEMT. FIN. lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not Q �d BARRIER SEAL TOPS OF JOISTS I ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 less than 6Inches 152 mm . The fek or other approved material shall be continuous to the to of walls \ , J ro UNDERDECKING ( ) PP P wwwrrrr J 111 JJ) SUBFLDOR SELF -ADHERED FLASHING (SEE DETAIL WP07) and terminated at penetrations and building appendages In a manner to meet the requirements of the !� exterior wall envebpe as described in Section R703.1. WIRE LATH Z HEAD FLASHING TIE-IN INSTRUXTIONS: RIM JOIST Detai I Instructions R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied /^, ,Lo (D 1. 1. Cut, fold up 8 temporarily secure weather over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance v resistive barrier above header to allow forflashing Installation Refer to the number marked as ®In each detail that Corresponds to the at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently VVV/// J w 2. resistive fleshing plus heed 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 Section R703.4) Intended to drain to the water -resistive barrier Is directed between the layers. o resistive barrier 1 PAPER 1. Install self -adhered flashing in order as shown by numbers Y G V w a 3. Fold weather resistive barter back over head flashing and 1 2. Install flashingand weather resistive barrier to form water sheddinglaps ° O C � M ° E Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water o seal with tape 2 2 O 3. Self -adhered flashin can be substituted for building paper P cn .- m D 3 0 9 g P P resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco @ 0 - 4. Split the release paper using the ripcord (Split release on demand, by an intervening, substantially nonwater-absorbing layer or designed drainage space. W CD o 00 scale: NTs embedded in the adhesive layer) - for ease of installation and to minimize SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING TWP03 N FLANGED WINDOW scoring cuts R703.4 Flashing. Approved corrosion resistant flashing shall be applied shingle fashion in a manner - y 0 W P EXTERIOR DOOR WITH DECK - SECTION A W P02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER �' x r 0 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 5. Remove all release paper per standard installation instructions and Prevent entry of into the wall cavity or penetration of water to the building structural framing h L) a components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior k C < o adhere to substrate using a square piece of flashing material (6" x 6" fenestration products shall be sealed at the juncture with the building wall with a sealant complying with a EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) AAMA 800 or ASTM C920 Class 25 Grade INS or greater for proper joint expansion and contraction, ° 3/4"-l" BEAD OF CONSTR. ADHESIVE 9 P P 1 P EXTERIOR SHEATHING INSTALL SELF -ADHERED ASPHALT 6. Fold as shown by arrows ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. 5 Affiliations: ADHESIVE TO BE APPLIED UNDER FLASHING JAMB 8 HEAD ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING, SEE 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 _9 • ° -? tight t0 Comer extend to the surface of the exterior wall finish. Approved corrosion resistant lashings shall be installed at g D UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW the following locations: `m �( REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) 8. Mechanically fasten as necessary LETTER ON CHEMICAL SCORED E Consultants: COMPATIBILITY RELEASE PAPER 1. Exterior window and door openings. Flashing at exterior Window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complyingwith Section 703.2 for subsequent to ro SELF -ADHERED FLASHING, w (eEroaE coLoinw, scores q SELF ADHERED EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE drainage. Mechanically attached flexible flashings shall comply with AAMA 712. o 1 8 `o 1 m 1 0 ADHESIVE AS aHONM) g openings F o A d FLASHING VERTICALLY FROM Flashing at exterior window and door o enin s shall be installed in accordance with one or more of the ' BOTTOM OF THRESHOLD z a ' �y MECHANICALLY FASTEN AS following:. tip@ U . M �°jo •iq (�ab1Fx ur SECTION -A NECESSARY IN CORNERS THROUGH 1.1 The fenestration manufacturer's installation and flashing Instructions, or for applications not addressed $ ga a h 8 ui °' o (SEE DETAIL WP02) SELF -ADHERED FLASHING In the fenestration manufacturer's Instructions, In accordance with the flashingmanufacturers Instructions. 13 >� � � ggg a Q a5 N o °- w� N SELF -ADHERED ,-.�t /�-� Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior " Z < Q O1 \ window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the a' w 1+ - 0 l Z g CN FLASHING v V a 2 surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan 8 m a a �, P s flashingshall incorporate flashing or protection at the head and sides. o. is z SELF -ADHERED FLASHING 5 1.2. laccordance with the flashing design or method of a r g p 9 9 registered design professional, d . r NAILING FLANGE O 4 1.4 In accordance with other approved methods. cordance with FMA/AAMA 100. FMA/AAMA 200, FMAAMDMA 250, FMA/AAMA/ WDMA ti 2 SEAL TOPS OF JOISTS -I 6 300 or FMA/AAMA/WDMA 400. ` - ' U `0 ❑� DO NOT FLASH OVER - UNDER DECKING E BOTTOM NAILING $ � 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with E ° i t C : ' 1 FLANGE (SEE DETAIL WP07) 2 % projecting lips on both sides under stucco copings. ❑ ., f,� �< 3. Under and at the ends of masonry, wood or metal copings and sills.y;~ 4. bove all d trim. jp� �+ 5. Where extelrioa porches, og stators attach to a wall orfloor assembly of wood -frame construction. �y+�ais p U r SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING tV Y PO V HALF ROUND WINDOW W P 04 EXTERIOR DOOR WITH DECK W P 05 INSIDE CORNER V 6. At wall and roof intersections. y°tct+t t r e lj%tO 7. At built -In gutters. $ SELF -ADHERED FLASHING A DECK PROTECTOR _ SHEATHING 7/8" Cement Plaster x - - - in accordance with 7/8" Cement Plaster ASTMC926 in accordance with __--^ SELF -ADHERED ASTMC926 S -- FLASHING PATCH Felt backed metal Felt backed metal S lathe In accordance lathe in accordance SELF -ADHERED FLASHING PROVIDE MIN 8" WATER :., with ASTMC1063 a Builder: A /� PECK PROTECTOR RESISTANCE COATING '.,c. p with ASTMC1063 15 b b �AROUND ENTIRE PERIMETER � y Building Paper AROUND IRTHE INTERIOR OF g P FACE OF BLOCK,Building Paper Y N I DOUBLE THE PRECAST NSIGAND THE FULL 7/16" O. SO.B 7M achigO.S.B. II W i' M SINGLE ' JOIST ;'',; Sheathln i i sheathing I� Y NUJI JOIST ,. SELF -ADHERED FLASHING i /% c `- /� SELF -ADHERED FLASHING ^) ' - Flashing of weep screed 8 = Q Q V 2" below top of ro z t1 31/2" block y W I= J 3" MIN J Unperforated E N N O 4 Flange 7/8" Vulcum b =► tl J O v LLI Weep Screed cauk bottom joint only W o o Q lY = (%) D o Maintain `d m W Bottom of Metal Flashing N S �-- 3-1/2" Unperforated € O LU O SELF -ADHERED FLASHING SELF -ADHERED FLASHING MASONRY INSTALLATION Weep Screedj; I �i v, W P 07 W P 08 W P 0 g Flange 7/8" Weep Screed b z 0 1 1 /2" to 2" � o G \H0.8362x;DE K JOIST OUTSIDE CORNER FLASHING Above Roof 1/2" Cementitious o O J Sheathing Decorative Finish 2 OvM CCD o m a All inside and Job Intormation: outside comer will EXTERIOR WINDOW UNIT a need to be miter N cut and caulked all o CEMT. FIN. N a BUILDING PAPER Cement Plaster o, b • 1 butt joints need to in accordance becaulked using SLOPE SLOPE with ASTMC926 SLOPE 0.3in:12.0in Vulcum caulk for all 0.3 in: 12.0 in over wood 2nd 0,3 in: 12.0 in (0.6 cm : 30.5 tilt) m -a (0.6 cm : 30.5 cm) (0.6 txT : 30.5 cm) floor r�/ 3 SELF -ADHERED FLASHING a , 0 WIRE LATH ". ¢ G m SELF -ADHERED FLASHING EXTERIOR (D too N c U N z o BUILDING PAPER CEMT. FIN. L1JJ M WIRE LATH \ 0) N M Ui SELF -ADHERED FLASHING 1/2" Cement Y / @ IV V Plaster Finish Q z V m N WIRE LATH Block Fa O m (n (%) LDO O Lot 2 1/2" Perforated BUILDING PAPER BUILDING PAPER Flange Cement Screed 1/2 Weep o Revisions: Plaster m 1 YV over block 2 EXTERIOR is t floor o' uri 3 WINDOW UNIT CEMT. FIN. Slab Install bottom Model Name /Number: edge of weep screed 1" below 2117 finish floorIs c � Plan Issue Date: N ¢ Monday, April 29, 2019 OPTIONAL DETAIL 22 22 Note: KA PROJECT NUMBER: `=' The paper and metal lath 19-2900 building p p r SELF -ADHERED FLASHING SELF -ADHERED FLASHING must be installed over the top of �1 WEEP SCREED DETAIL o Sheet: �A� of: CSELF-ADHERED MT F NISH WINDOW HEAD W P 1 O CEMT FINISH WINDOW SILL W P 11 CEMT. FINISH PARAPET WALL W P 1 2 the weep screed. �% Yr P SCALE: NOT TO SCALE N WATER PROOF DETAILS .. .. .. .. SEE FLR. PLAN ,•r;\,: FOR BEAM SIZE FILLED CELL (TYP) `'.•'�. . 'I '• g" CMU W/ 3000 PSI ., •I••, SIMPSON HUC410 W/ (18) 1/4"x23/4" TITENS GROUT &LINTEL W/ & (10) 10d NAILS. 1 #5 " • I ,�.I MIN. LAP 30" (ACI 530) BM./CONN DETAIL �-� ROOF PLAN SCALE: 1/4' = 1'-0" HEADER BEAM OR—e LVL (SEE FLOOR PLAN ON THIS SHEET FOR SIZE) k SOLID PAD OUT - IF BEAM IS LESS THAN POST WIDTH SEE DET. ON THIS SHEET I I I I I I I , I I I I I I e m m PRE-ENG. TRUSSES SEE ROOF FRAMING PLAN ------------------------------------------ ; E - ------------------------------ -- (2) MSTA24 POST TO BEAM ; ABOVE W/ (18) 10d x 1 1/2" I , 61/2OD1" 6" X 6" #2 SYP 2x4 P.T. POST , I -1/4" LVL , L " X 6" #2 SYP _ P.T. POST ; PAD OUT DETAIL �SIMPSONABLJ-66w/5/8" ; x6" WEDGE ANCHOR SCALE: 1" = 1'-O" ----------------------------------------- 6" POST SECTION SCALE: 1/2" = 1'-0" 20'-G" 10'-3" 10'-3" 30"x30"x12" DEEP 20'-6" W/ (3) #5 EA. WAY 6" (TYPICAL) g1-91, q g It 6" 6" v v (2) #2 2x12 SYP BEAM ip 1,- - - - - - - - - - - - - - - - - - - - —� --' ==CEO - ®=========================== J u ul y P.T. 6x6 POST lu w ,p 4" 2500 PSI CONC. SLAB W/ m p o Ro G n� o �,o 6x6 10/10 W,W.M., OR FIBERMESH/FIBERMIX ADDED TO THE CONCRETE IN ACCORDANCE W/ n — J _ _ 5 - m MANUF'S INSTRUCTIONS AND NER-284 FOR ° o "' c ��0'1 _ _ D x d oow�o ? FBERMESH OR NER-414 FOR FIBERMIX, " � ^ x . LIGHT INSTALLED IN ' x i. OVER 6 MIL VAPOR BARRIER ,o ° ti x BRACED OUTLET �,n m ti ti , ,, FOR POSSIBLE x o a 4" PATIO SLAB iii a FUTURE FAN M ¢ y ii' W/8" x 8" THK'N 23 P1 3 WP ;it N ( 3 �y N Q KIII 23 Pl EDGE N Q R G F I N ii J.L -------------- -------------------------------------------------------------------------------------- FOUNDATION PLAN SCALE: 1/4" = 1'-O" ADD FILLED CELL W/ COVERED PATIO WHEN REQ. L_ - JIV '" DOOR LOCATION MAY VARY FLOOR PLAN SCALE: 114" = 1'-0" z � z z 8 z DJ 0 o O WLn N t/1 DM c O� M F E m0-$ � U a> )y oM O` w cMl m O � N 2 8 £ o_- O) ®Ix °n¢F � � a d ♦ Affiliations: A B D ♦ Consultants: to co ffj g' W 48 N e ZZ ncdga� O c1 (V L— pn0 aMNmZ ik ik liLL •li LL gg g U wm_+z Ua�x�6 H w oM z� W 2 Wa W 'W WfflLLi mi zz w!Jw U w m GG IV Builder: 10 "I fill It Q � 3U) N W �Q U LLI W � N Z F M W �y� 0 J T 0 O a M n c O) I 0 N 1♦ II Job Information: 1 c 0 t° a 0 a 0 07 z I LO 0) W J N 00 / 0)c� d m a..' <n 0 o i - 0JWD�+� ♦ I Revisions: 1 YV -- 2 3 ♦ I Model Name / Number: 2117 ♦ 11 Plan Issue Date: Monday, April 29, 2019 V1 KA PROJECT NUMBER: 19-2900 Sheet: p I Of: 20AO PORCH • fli E 0 r�"+.y5 w M . ! C) C m CO ea y--� co Ln r UL F- z F- < LL V { � cc J O To C,f) J CV fJj I`-- E Ln LO m tt Cr] ■ ■ rJ.i � 0." L w 11� LL cc may■ ■■ i ' [] Ln { j J CV A. CI] r— m cL 10 CL LO fd CV Ln cc