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Home My WebLink AboutPLANSTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS TERMITR318.1E CAST IN PLACE CONCRETE CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICdDES, INCLUDING SOIL APPLIED PESTICIDES, 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" SHT NO: TITLE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202 REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A PLUS OR MINUS 1 , AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL 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 TREATMENT FOR THE PREVENTION OF SUBTERRANEANTREATMENT IS IN ACCORDANCE TERMITES. TRFA WITH RULES 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) AND LAWS ESTABLISHED BY THE LO F RIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE • (ACI 301-10) NOTES: 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 53043) A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVE JURISDICTION " UID D BY THE GOVERNING LIQ BORATE OR BOR-A-COR" REINFORCING SHALL BE POSITIVELY VEL SUPPORTED BY TEMPORARY STR INGERS. RINGERS. DOWELS FORCOLUMNS L G W & FILLED CELLS SHALL BE SECURED T PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. Apq PLYWOOD DESIGN SPECIFICATION 2012 EDITION WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MAN AIL E2015EEDITION CE/SET 7-10 ARE REQUIRED TO BE FIELDAT INFESTATION TREATED TO PREVENT INSECT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 3. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. S. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE 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 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. EXTERIOR COVERING MASONRY WALL CONST. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: R703.71. EXTERIOR PLASTER. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES INSTALLATION INSTAL MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C JOBS AND THE STRENGTH OF 1900 PSI ( Pm = 1500 PSI ) (B) LOCAL STATE AND FEDERAL BODIES F THISCTHESE PROVISIONS OF THIS CODE. 2, MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACHEMENT OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS, EXPANDED METAL OR 4, GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH_ 1/2" LONG, 11 GAGE NAILS HAVING A 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND ATA MAXIMUM SPACING OF 192 DIA OR LOFT, ROOF RAFTERS LL/180 TL/120 WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1 2 CLEARANCE TO INSIDE FACE. ROOF RAFTERS W 0 CLG LL 360 7L/240 7/16" HEAD. OR 7/S" LONG. 16 GAGE STAPES. SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. =LOOK TRUSSES/ BEAMS)** LL/360 TL/240 AND HORIZONTALLY (REF. 2017 FRO R708.7.11, 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 -LOOR I -JOIST*** LL/480 TL/240 GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. *TL MAX 2" UP TO 40 FT SPAN R703.7.2 PLASTER. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER 9• TYP�..AL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. **TL MAX 3/4" *'* T MAX 1 / " METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. R703.7.3 WATER -RESISTIVE BARRIERS. GENERAL ROOF LOADING WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PIASTER (STUCCO) IS TO BE APPLIED OVER WOOD CONSTRUCTION WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL SHINGLE METAL TILE HEAVY LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL OP CHORD LL 20 20 20 20 LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. FOP CHORD DL 7 7 15 25 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19%OR LESS), U.N.O. ALL WATERPROOFING AND IOTTOM CHORD L 0 0 0 0 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBAC'KED STUCCO LATH) OVER AN APPROVED FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 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 IOTTOM CHORD L SO 10 10 10 SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. •OTAL (PSF) 37 37 R703.4 FLASHING. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO 45 55 30TTOM CHORD LL (OPT) APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-0, ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING CSA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SEX) DOES NOT. ATTICS W/ LIMITED STORAGE 20 COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED, 1TTICS W/ HEAVY STORAGE 50 • EXTERIOR WINDOW/DOOR OPENINGS. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS • INTERSECTION WITH FRAME WALLS. I E ECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS W 0 WITHOUT WOODEN TOP PLATES. *ATTICS W/ NO STORAGE 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 DO FLOOR ASSEMBLY OF WOOD -FRAME 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. DOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN CONSTRUCTION. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: APPROVAL FROM FOR OR INDICATED ON PLAN • AT WALL AND ROOF INTERSECTIONS ROOF DECK: PLYWOOD GEXTERIOR OR OSB - AT BUILT-IN GUTTERS. A-0 GROUP FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WAIL FACE. GENERAL FLOOR LOADING EXTERIOR CEILING LATH ATTACHMENT 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 70P CHORD LL 40 (PSF) COMMMENTS: PER THE ASTM C 1063 NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. 7.10.2.2 DIAMOND -MESH EXPANDED METAL LATH, FLAT -RIB EXPANDED METAL LATH, AND WIRE LATH SHALL BE TOP CHORD OIL 10 (PSF) 1 COVER SHEET 2 FLOOR PLAN z 3 FOUNDATION PLAN n, z g W 3.1 FOUNDATION DETAILS a 4 J ELECTRICAL LAN � P a 5 ELEVATIONS 6 TRUSS LAYOUT v ./ z to cD S-1 LINTEL PLAN �Q) w S-2 DETAILS - S-3 DETAILS Y u c' p W E�93 S-4 DETAILS a)�^, o"i:,� o S-5 PRODUCT INFO SHEET �ra mo WP WATERPROOFING DETAILS g y P-1 OPTIONAL PORCH _ = o M-1 HVAC ®c 8 Q a o 5 Affiliations: / BD i xi E y� Caonsultant�: N 1~n RR m xe at �Smz z N 9 s, C1 a ua N .� hPp Za&Vg a .� u c-ee� Ft W;pOO m$9 1gWt�44m S N g csi_P 1 E•iF 8 w - " E a ➢ , l O' c ATTACHED TO HORIZONTAL WOOD FRAMING MEMBERS WITH 1'/rIN. (3S.1-MM) ROOFING NAILS DRIVEN FLUSH WITH PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES THE PLASTER BASE AND ATTACHED TO VERTICAL WOOD FRAMING MEMBERS WITH 6D COMMON NAILS, OR 1-IN, BOTTOM CHORD DL 5 (PSF) a (25-MM) ROOFING NAILS DRIVEN TO A PENETRATION OF NOT LESS THAN 34 IN. (19.1 MM), OR 14N. (25-MM) WIRE 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER v STAPLES DRIVEN FLUSH WITH THE PLASTER BASE. STAPLES SHALL HAVE CROWNS NOT LESS THAN 3A IN. (19.05 MM) STRUCTURAL PLAN AND SHALL ENGAGE NOT LESS THAN THREE STRANDS OF LATH AND PENETRATE 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 SPECIAL FLOOR LOADING LESS THAN 3/4 IN. (19.05 MM). WHEN METAL LATH IS APPLIED OVER SHEATHING, USE FASTENERS THAT WILL -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. PENETRATE THE STRUCTURAL MEMBERS NOT LESS THAN 9/4 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: `s WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) 7.10.2.3 EXPANDED M IN. (9.5 MM) RIB LATH SHALL BE ATTACHED 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 125 (PSF) MEMBERS WITH NAILS OR STAPLES TO PROVIDE NOT LESS THAN 13'4-IN. (44.5•MM) PENETRATION INTO HORIZONTAL S. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) � WOOD FRAMING MEMBERS, AND 3-4-IN. (19.1-MM) PENETRATION INTO VERTICAL WOOD FRAMING MEMBERS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS, 5 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES 7.10.2.4. COMMON NAILS SHALL BE BENT OVER TO ENGAGE NOT LESS THAN THREE 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 LATH IS INSTALLED. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 150 (PSF) 2 Builder: 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) y 7.10.2.5. SCREWS USED 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) h SHALL PENETRATE NOT LESS THAN 518 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) 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. S AIRING ROOM 40 (PSF) 3 W Q (Mp BUT NOT DEFORM, THE RIB. UPLIFT CONNECTORS In FOOT NOTES WLE O N d. A IN 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOP' z ♦Z 0 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 m J MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. r0 rw W E NO FIELD REPAIR NOTES GENERAL NOTES• BUILDER NOTICE" 0 a z j 9 o m LY 0 1. 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 tltleblock of these '� Z' LL 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 o LLI W fir�// PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS, S. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals Clear Information. Every attempt has been made t0 a ® _ LL 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 PLANT. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. $ UJ THE prevent error. The Builder and all subcontractors are required to y ¢ Co z O 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 _ o p review all the information contained in these documents, prior to - Q LL ^ RUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE , BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL, the commencement of any work. The Deslgner/Englneer are not ui d 8 ' I-t. PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations e M n C DURING BOND BEAM POUR. undetected and not reported to the Designer /Engineer prior to 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT (BAR DOES NOT HAVE TO BE CONT. Construction. All construction MUST be in accordance er the a TO FOOTING ), information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) MI6SIMPSONRM LIFTS TWIST STRAP 0 ). IF x RN" TITERS TO information found in these plans should be directed to our Quality 9 Job Information: MASONRY AND (CTOR NAILS TO TRUST FOR UPLIFTS LEIS THAN /4" LBS (US/2" (2) MTIM16 FOR UPLIFTS LESS THAN TENS O. IF CORNER STRAP IS Assurance Manager at 321.972.0491 immediately. No backcharges W MISSED CONTRACTOR 70 INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SIDS SCREWS AND (5) 1/4" x 2 1/4" TITERS ONE EACH SIDE OF TRUSS. will be considered for reimbursement by the Designer/Engineer d tN+ 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 Deslgner/Engineer. Payments will be made In accordance to theCONTAa N CT THE FOR FOR SUBSTITUTION. terms of the agreement. W 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) � � � 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT EOR IF RAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. O MASTER REVISIONS < I-- DATE DESCRIPTION m z N 0 0) r/_1 9 W a E TO m ~AAiff > N m 9) DAMS HOMES 0z I-�v m ®_Iw::),H� -� M (1) V) LLO Of Northwest Floridan E �ILE que-a5"♦ Revisions: COY1 '" p p 2�7 2 ®®® �l�L��E `= C PARKWAY EC 09 2019 N 3 AY GMLF REEZE9 FLORIDAFLORI DA 325�.3 CODE COMPLIANCE ° � Model Name Number. ST. LUCIE COUNTY 1755 BOCCV71 Plan Issue Date: a" Wednesday, April 24, 2019 SC B�� NEU RECEIVECJ dVI KA PROJECT NUMBER: MODEL 1755 St; Luch Coant', 19-2136 AUG 14 2019 o Sheet: � Of: ST. Wcie Counfy, Permitting $ �m COVER SHEET nFC b�2ti WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK SK CATEGORY 11 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 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT :5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA O O 10 (+) 27.6 (+) 27.6 (-) 29.9 (-) 37.0 (+) 26.5 W 26.5 20 (-) 28.8 (-) 34.4 O 50 (+) 24.8 (+) 24.8 (D O (.) 27.1 (-) 31.1 � 05 }� (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7%0" 16%0" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESt ;HATED 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. 2668 00OP M.C. m ® M. BATH N W q 8' CEILING `n 3'4" X 4'-0" l0 3'-3" 2'-1" 3%4" 4'-2" L TEMP. FIXED GLS. WINDOW CNTR. ON TUB W M O ti LO „..... 3x4 SHOWER O 8UI�N O 1 L4pf1 I I I I I I I W.I.C. 8' CEILING I I I I Y N1 MASTER BA. OPTIONS 4030 (1) PC. FIBERGLAS SHOWER IN LIEU OF LINEN CLOSET 3'-4" X 4'-0" TEMP. FIXED GLS. WINDOW CNTR. ON TOE 15'9" 14'6" 24,5" 6„ m - - - - - - - - - - - - - - - - - - - - I I I I I 1 COVERED PATIO SEE SHT (P) FOR COVERED PATIO INFO I I � 5'4" 12'-011 8' 8" 6'-4" 12'4" I I SH O 25 I DBLO25 SH I DBL 25 SH DBLO25 SH 2asa EGRE S 7 HOSE EGRESS BIBB r ' I T SO BEDROOM #2 GREAT ROOM DINING ROOM EMASTER BEDR( s2 8' CEILING VAULTED VAULTED " 8' CEILING "�•I ti •: (V in F 36" FLAT BAR TOP ON 341/z" ;, 4 WALL o .� 12'-10" ,; ..LQ 17'-2" 3'-8" 2'-8" 3'-1" 2'-5" . 4068 16"x 8'-0" PLANT- _ - _ ? SHELF @ 8'4" AFF R SH / CTRON INm - 268 RID RIDGE LINEE w O A � INTERIOR RIDGE LINE - _ 04 w x a BATH oa NOTE: DEL LOCATION ATTIC p w r,�n 3 o w O OF SINK p U ACCESS TO BE VERIFIED --, , q ¢ i; a0o BY BUILDER r r l 4) 3 2668 M 9'4" 3'-6" m 8'-11" 5'-8" 2'3 11'-8" M.C. VERIFY LOCATION W/ BUILDER � � 6 0 L I M. BATH �� VAULTED�TCHEN CEILING w O _A R/SH x z� - - - - - - � U • r8VvIutS' 'ATTIC ACCESS, ?;-. 2 '' ..v� I ^ 0 cal tV Z (V Q in I MIN 22'xW' ; 6� 3, 3„ 2,1„ 3,4" 4, 2" "i -- - it - 4068 >,".., ... = >. 2668 .�, _. 2668 in 7'-0" 2'-4" 3'-4" 4'-2" 6'_2^ 2' S„ a \ 00 FOYER 4' 10" r- " ? °° e W 91-0" CLG % Y N N a R w M a N I ih IX iq in t 2868 - ip BEDROOM #3 BEDROOM #4 Iri) M HANSON zasa 8' CEILING ,; 8' CEILING 3OX @F ' ' W.I.C. N SIM. o LAU N ; 8' CEILING I x . W/ (2) 1068 S.L. & 0 = 4 S-3 TRANSOM PER ELEV W F42 8' CEILING > -, �' m 12'•10" 13'-2" = OP 9-0 - I© - a 8'-W'HIGH WALL 4„ © RETU N RSH- / EGRESS.. ENTRY EGRESS 2868 >. .., .. ,:..,,.,._,--. 10' CLG (ELEV., in CLG (ELEV "B") 'f� DRYER VENT THRU ROOFC2M2 BWZ W12' 35 SH 35 SH MAX LGT 35' ER TO PROVIDE NOTE: BUIL 12'4" iv 4'-8"APPLIANCE ROTECTION IF M i» REQUIRED BY MUNICIPALITY. Y . SEE SHEET ------------ 4 FOR DETAILS - = PULL ON. STAIRS LOCATE IN FIELD I CD 04 CD22 16" SQUARE M2 ; 22 1/2" X 54" MIN S3 S2 COLUMN ------------' CD04 s3 2 CAR GARAGE 7'-4" W CEILING 3" 25'-1" 8,41" 20'-8" ti °f LINE OF GARAGE DOOR I - I I I 1 G.T.("B" ELEV ONLY) ' I I I SEE DETAIL MSO3/S.1 ATTACHED TO CMU W/ 1 I I I I (1) JACK STUD W/ (2) ROWS 12d NAILS S12 STAGGERED 0 8" O.C. (HTT4 NOT REQUIRED) S-2 HOSE � I O ; I I BIBB 16x7 OVERHEAD ' 2,_4„ 161.0" 2 4" 34'-0" 20'_B" 54'-8" FLOOR PLAN SCALE: 1/4" = 1'-0" ELEVATION "Aft & "Bit 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B q +27.6 / .29.9 © +27.6 / 37.0 w © +28.5 / -28.8 O +26.5 / 34.4 a C y a 46O +24.8 / -27.1 /O� +24.8 / -31.1 �\ U (D > O +24.3 / -27.5 t M ) +23.3 / -26.0 Ur In \ > �/ Z •� NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND j O SPEED. THE WIND PRESSURES LISTED ABOVE ARE Z o w"ALLOWABLE" PRESSURES Q c CL WALL LEGEND � a � �. 14 = lL rn li z FRAMED WALL VT U U. a M «? y BEARING FRAME WALL p16 u _ m o jII y ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING y (DO m U C o� m ATTACHED PER NAILING SCHEDULE ACT AS In g o F y °u SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR a'o STUD SPACING AND GRADE. rn g'-- E W CO S m N � e MASONRY WALL ' _ oO. l 0 U $< 8 no 0 m Q P v $ � ♦ o Afflhatlons: 0 M E B D. "♦'" GENERAL NOTES ♦ consultants: ` '= 9 $ ., N N °ro . R302.6 (table 302.6) if water based calling texture material Is used, Provide'h" gypsum board for 16" O.C. or 5/8' gypsum board for 24" o.C. Framing. '• e _ N i� NO (2Framing, ' F o o m Note 112" sag -resistant gypsum board may be used I.LO. d Q r rn z �I "s Ot Of 5/8" gypsum. 5/8" type "X" gypsum board must he installed on garage ceiling beneath habitable room(s). n 5 d s r v 3 a (1) Ila z. _ R � Uj O N R302.5.2 Duct Penetration. Ducts In the garage and ffi [ g 1 Q ,F° n: LiN " cI 0 a _ ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a min- J, £pm S E E •T o gg aA LL y Imum No. 26 gage (0.48 mm) sheet steel, 1 Inch min- imum rigid nonmetallic class 0 or ClaSS1 duct board, g F $' uJ a3 « m^,. "* •& r u 5 W m �'� - or other approved material and shall have no openings S B, va-�^ " f s N Into the B , "t'w• ✓ garage. �` m o . . o 0 R302.5.1 Door from garage into house must be a g § • <u,-4 minimum 1 3/8" solid wood door, solid or41 honeycomb steel door, or 20 Minute fire rated door. E •.u- g •. `a` A�' 4. U R302.7 Any accessible space under a stairway shall be protected with Lh" gypsum board. All doors and windows providing direct access from the y 1 ADO•. a"q �rt�40 '••. � � home to the pool shall be equipped with an exit alarm o k Lt'� cf'a complying with UL 2017 that has a minimum sound 0 pressure rating of 85 db a at 10 feet. The exit alarm shall a produce a continuous audible warning when the door or window are opened. Unless a safety barrier complying with M R4501.17.1.1 through R4501.17.1.15 is installed Y Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not ° acceptable. Ventilation shall be permitted to exit through the soffit if solid soffit is installed 5'-0" on each side of 2 the venting. R302.6 The garage shall be separated from the ° ♦ Builder: residence and it's attic by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. w Garage beneath rooms shall be separated from all 0 habitable rooms above by not less than 5/8 inch Y (15.9mm) type X gypsum board or equivalent. Where the separation Is afloor-ceiling assembly, the 3 a O structure supporting the separation shall also v w protected by not less than 1/2 Inch (12.7mm) E N gypsum board or equivalent. 0 R312.2.1 Window sills In dwelling units, where the zN 4. 0 opening of an operable window is located more than W J 72 inches (1829 mm) above the finished grade or 16V4 z N - surface below, the lowest part of the clear opening E ! 0 of the window shall be a minimum of 24 Inches }�' �'" N W W (610 mm) above the finished floor of the room in which the window is located. Glazing between the floor and 24 Inches (610 mm) shall be fixed or have LL W tl openings through which a 4-inch-diameter (102 mm) sphere c J O cannot pass. ®I _11 L.L R308.4.2 All windows within 2'-O" of doors and in 2 g p LL _a 0 shower or tub areas will be Salley tempered glass. = p O J S � . Ceiling for exterior entries and covered porches to �% O have 7/15". span rated OSS nailed per zone on -o roof diagram nailing schedule or 5/8" COX. y ♦ Job Information: 1X T&G acceptable for substitution. `o 16 11. EC: R402.2.4 Access doors from conditioned spaces to n unconditioned spaces (e.g., attics and crawl spaces) Shall be weatherstripped and insulated t0 a level equivalent to the insulation on the surrounding a surfaces. °' LV 12. Laundry Note: (Unless noted otherwise) Provide dryer vent thru roof max. Igt. 35'-0", washer & dryer units a (washer unit to be always on left side when facing P _ units) hanson box ® 36" aff - t6 13. Porch Ceilings: (See plan for the following options) N Option 1. Gypsum: lit" exterior gypsum soffit board shall be attached to all < o z V N 0 op framing members with 2x blocking provided at perimeter. cr y The gypsum board shall be attached w/ Type "W" 11k" a W t1 E M drywall screws at 8" O.C. In filed and edges. Option 2. Plaster Base: M 0) (O V 7/16" OSB on underside of roof trusses shall be (N W , N attached to all framing members with 2x blocking provided at perimeter. The OSS shall be attached w/ 8d0- nails at 6" O.C. field and 4" O.C. 7d 0 JM L/U^ at edges or screw "m shank 3" O.C. field and 4" edges. J W V J 'Z/) v J U Li ♦ Revisions: m � 1 YV SEE SHEET 3.1 0 3 FOR DETAILS m ♦ Model Name / Number. AND SCHEDULES 1755 v $ AREA CALCULATIONS Plan Issue Date: Wednesday, April 24, 2019 a 1st FLOOR 1760 S.F. ♦ KA PROJECT NUMBER: `m TOTAL LIVING (AC) 1760 S.F. x 19-2136 a 0 GARAGE 427 S.F. Sheet: Of: COVERED ENTRY (BASE) 68 S.F. COVERED PATIO/LANAI 140 S.F. FLOOR PLAN TOTAL AREA UNDER ROOF 2395 S.F. DEC AD ma l GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN, 6" AND SEALED. 2 4" 2500 PSI CONIC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTG DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN, 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB. 7 NO WOOD STAKES PERMITTED IN FOUNDATION, 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 10 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. FOOTING SCHEDULE MARK REINFORCING GRAVITY CAP. 10F1.02 #5 E.W. SOT, 2000 F2.0 CSIZEDEo 3 #5 EW. BOT. 7200 F2.5 3 #5 E.W. GOT. 51000 F3.0 3'-0" X 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 F3.5 3'8" X 1$" 1'-0" 4 #5 E.W. BOT. 21500 F4.0 4',W X 4' W 110. 5 #5 E.W. 807, 28000 F4.5 4'E' X 4'-6' 1'A" 5 #5 E.W. SOT. 34500 F5.0 5'-O X 50" 114.1 8 #5 E.W. SOT. 42500 F6 61O" X 6'-0" 1'-0" 7 #5 E.W. SOT, 61500 LEGEND 0 - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO STORY FOOTING - INDICATES CONCRETE FOOTING SEE SHEET 3.1 FOR DETAILS AND SCHEDULES Ill 1755 PLUMBING RISER GRSL FOUNDATION PLAN SCALE: 1/4" = 1'-C" ELEVATION "A" & "B" iz Z � Z S a Z 0 fa p tjV _ OW O c O "V O C, U wo—� U ~ Og N.Y "W E C, U S C N Q � g 0 Affiliations: BD 1 Jf Consultants: �NQw00 9 w �1 pip g n 8O N q ik v# 4gF U17m N4JL DILL LL 8 L 2 OM O O a�Naio�s a N LL ¢ s a. y 3 E ws,.Li`•. �� Jr n n' W V U V ❑ i�;,,. Builder: (�f ,T OFS, 9X4y rrtTIIIW'OT O Q YN �a _W U z n— Uj N J pO� y W 0 W M o u) W g z CM C ^ cp Job Information: N 4 F., O Y Ln LIJ /y ai O 'a c z d)o0) W a m m > N 00 0) Li N z p-1wm�tf JOOUiUiin - Revisions: YV Model Name / Number. 1755 Plan Issue Date: Wednesday, April 24, 2019 KA PROJECT NUMBER: 19-2136 at: B FOUNDATION PLAN n r,f° B. A BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(plf) TOP BOTTOM BW1 16" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT BW2 16" SP2 W/ (6}10d SP1 W/ (6)-10d SPF 402 STUD, (6)10d PLATE STUD, (4)10d PLATE BW3 16,1 (2) SP2 W/ (6) 10d (2) SP1 W/ (6) 10d SPF 803 STUD 6 16d PLATE STUD, (4)10d PLATE BW4 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP NO UPLIFT 7BM SP2 W/ (6)-10d SPI W/ (6)-10d 16 STUD, (6) 10d PLATE STUD, 4 10d PLATE SYP 439 BW6 16" (2) SP2 W/ (6) 10d SP1 W/ (6)-10d SYP 878 STUD 6 10d PLATE STUD, (4) 10d PLATE 7BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT BWB SP2 W/ (6YIOd SP1 W/ (6}10d 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 535 (2) SP2 W/ (6) 10d SP1 W/ (8)-SOd BW9 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 1070 BW10 12" (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 BW11 SP2 W/ (6)-10d SP1 W/ (6)-1od 12' STUD, (6) 10d PLATE STUD, (4) 10d PLATE SYP 585 BW12 12) SP2 W/ (6) 10d SP1 W/ (6)-10d 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP OF WALE SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH SEE MS03/S-1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2" A.B @ 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. 7/16" OSB PLYW'D W/ SAME EMBEDMENT W/Sd NAILS AT 4"oc SEE GENERAL NOTE 08 BRG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 LINO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THC SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS, (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALLIS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ 8d NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE S. IF THE BEARING WALL IS INDICATED WITH THE BW1, BW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SPl/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= 0.148" CIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN, & FASTENER UPLIFIF(Lb) C1 (3) 2 x 4 42 SPF (4) -16d TOENAILS 0 C2 (3) 2 x 4 #2 SPF DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 1 1/2" 2145 SOS SCREWS C3 (3) 2 x 4 SYP #1-OR- (4) - 16d TOENAILS 0 C4 (4) 2 x 4 SPF #2 D772Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 1 1/2" 2145 SIDS SCREWS 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** G = 6665 C5 SYP POST & (12) - 16d NAILS U = 2200 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G = 12000 C6 SYP POST & (12) - 16d NAILS U = 2300 8 x 8 P.T. #2 ABU88 W/ (2) - 5/8" ATR** G = 24335 C7 R SYP POST & (18) - 16d NAILS U = 2320 C8 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5-SDS2.5 W/ (14) 1/4" x 21/2" BOB WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5-SDS2.5 W/ (14) 1/4" x C9 1.8E Fb=2400 PSI 2 1/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** C17o 3.5 x 7 P.L. 1.8E Fb=2400 PSI HDUS-SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb=2400 PSI HDU8SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT,) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8-SDS2.5 W/ (20) 1/4" x 1.8E Fb=2400 PSI 2 1/2" SDS WS & 7/8" EPDXY C12 (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 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF [C] 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 (I -BE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA: LENGTH NAIL SPACING 8d 0.131" X 2 ih" 0.131" X 2 ih" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148" X 3'A" 0.131" X 3'A6 NAILS & TOP PLATE 12d 0.148" X 3 1/4" OA31" X 3'A" 8" O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131" X 3" 8" O.C.(COMMON) STUD PACK 6" O.C.(GUN NAIL) COLUMNS 16d 0.162" X 3'/a" 0, 131" X 3'/<" (2) 16D(COMMON) SEE PLAN (3) 16D (GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HE7A16 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 OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12R OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)-13/4' x 111/4" 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 HETA.16 TO CMU SCREWS @ 16" O.C. TYP. COL. U.N,0. ON ROOF PLAN. EACH SIDE. (2) -1 3/4" x 11 7/8" LVL CONNECTION: PROVIDE (2) M5 2.0E Fb=2600 PSI. NAIL BEAM TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" D.C. TYP OR (2) SIMPSON HETASB TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4" x 16" LVL Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) O2.OE BM6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H5 (2) - 1 3/4' X 11 1/4 ATTACH TOGETHER WI (2) ROWS 1l4" X 3 1/2' LVL 2.0E Fb=2600 PSI BOB WD SCREWS @ 16' O.C. TYP. EACH SIDE H6 (2) -1 3/4" X 7 1/4 ATTACH TOGETHER WI (3) ROWS 1/4" X 3 1/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2x4 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" - 16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3- IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.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. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REFERENCE FMASW FOR STEM WALL OPTION REINF. OPTIONAL CURB FOR F.F VARIES GRADE SEE PLAN MASONRY @ ELEV. 0'-0"XREBAR W/ (1) - #5 BAR CONT.?-I- 2 STORY: 20" X 20"REINF. N{ 3 - CO SEEPLAN �I, (2) # 5 REBAR FM01 I SINGLE STORY FfG REINF. SEE PLAN co Rw(l) #5 REBAR CONT. 1/2"=1'-0" I FM02 I SECTION @ GARAGE (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IFGREATER THAN M' CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REINF. SEE PLAN " E F.F. v 20" (3) # 5 REBAR 0 NCN 1/2" = 1,-0" FM03 I THICKENED EDGE 11/2"=V-O"I FMO$ I 2-STORY FTG, 1/2" 1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR 2x BRG. WALL REFERENCE FMASW FOR STEM WALL OPTION (SEE FLOOR PLAN FOR MORE INFORMATION) PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE FIN. PLR. � DOOR. EXTEND 6" BEYOND _ xF F.O.M. EACH END, TYP. GAR. 4" ALIGN DRIVE W/ BOTTOM OF O . - (2) #5 REBAR RECESS &PITCH DRIVE N t . - 2 STORY: 20' X 20" 4" CONC. DRIVE W/ 1/2" EXP W 3 - #5 NT. 2 STORY: 20" X 20' JOINTS 10" O.C. TYP. 16" (2) #5 REBAR W/ 13) - #5 CONT. FM09 SECTION @ GAR. DOOR 1/2" 1'-0" FMIL01 INTERIOR BRG WALL 1/2" 1'-0" 2x BRG. WALL 2 STORY: 20" SEE FLOOR PLAN X 20" W/ (3) • #5 CONT. FOR MORE INFORMATION) N r REBAR SEE PLAN FM11 I STEP DOWN BRG. 1 1/2"=1'-0"I FM12 I STEP DOWN NON BRG. I y/2"=1'-O] OPTIONAL CURB SLOPED GROUT SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" ud) , ", , SEE PLAN ELEV. 0'-0" WITH CURB o v�i TYP. SEC. (1) #5 BAR CONT. (G.C. VERIFY) oo F.F. REINF. g � • _ _ _ - (SEE PLAN) 2 #5 CONT. INSTALL LINING 2 #5 BENT BARS W/ MATERIALS PER per: h y y MIN. 25" LAP SPLICE FBC-R P2709.2 F1 MUDDED FUR. MI 6" • �`- SLOPED TO DRAIN MIN. #5 CONT. FM14 SECTION @ RECESS SHOWER 1/2"=1'-0" FM1$ TYP. STEP FTG. DETAIL 1/2"=1'-0" ALTERNATE: THE REINF. BARS SHALL BE GRADE REINF. CONTINUOUS AROUND CORNER #5 FIND. REINF. SEE PLAN F EE ND BY COLD BENDING THE BAR WITH - S. FOR MIN. BAR LAP OF 25" QUANTITY 00 #5 X 25' X 25" CORNER BAR ONE cbv E FOR EA. HORIZ. REBAR, TYP. U.N.O. N-.. 121115 REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3)-#5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/z°=r-0" FM23 TYP. FND PENETRATION 1/2"=V-0" STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM NUMBER/SIZE OF BARS LAT. F.C. SPACING (D.C.) HEIGHT (h) d 1 STORY d 2 STORY b l STORY b 2 STORY IN STEM WALL 0'-0"-2'-0' 8" 10" 1.6" 20" W/ (2) #5 BARS <6744 61-8" >2'-0"-3'-4" SO" SO" 20" 24' W/ (3) 45 BARS 674# 5'-4" >3'-4" - 4'-W 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" W/ (5) #5 BARS CONT - >4'-0° - 5'-4" i6" 16" 48" 48" & #5 @ 18" O.C. TRANSV. 1162# 2' 8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. SPACING (O.C) W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED' EA. VERTICAL REINF. BAR- #4 TURN BAR 9 STEM WALLS GREATER THAN 4'-0" (1) 45 HORIZ. COM. TIED' EA. VERTICAL REINF. B FIN GRADE-8" MIN. TO TOP OF STRIP FTG. COMPACTED CLEAN IN MAX I2"OPTS i STRIP FrG. W/ QTY OF REINF, PER SCHEDULE / r%fie"s*"" a COVER d 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 VERT, F.C. ABV. TON. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND PER PLAN SPACING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO EE NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM #9 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MORE INFORMATION 4.G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK *16" FILLING IS TAKING PLACE �. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" 0 C". TALL (TYPICAL ALL CORNERS) 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS TO BE A MINIMUM 12" BELOW BOTTOM OF POOL OR WATER FEATURE. -SEE NOTE 5 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8. R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS Z z Z z 10 (D g� Q n W O w oo N 0o $°u I� V 0) ° ti 0 ` w a`in6 D _ ;Eo$ gw h � Q P d ♦ Affiliations: / B' D.'' ' 1 ♦ Consultants: INS CC OD ' 0$ep Lo Im$X U) Y6�1 w p LUppgN I � J� aI.INQZ LLLiLL 07 5 U w^�`iZ' 1-4 t/0 �N9M Uq N E 4 i a u N Z aC LL 2F Z 0. II SiW U.Fry�N0 3= Q jQ{i • g' W 00 m0 Lu 8r� S Z� ` Fo- IV I Builder: w, 1, .V° tT! ••./ Q Ya N LU �a U z 0.0 Z N O W o W T N o F U) LU S o c (ny o O a" M � � ♦ I Job Infarmatlon: u) 0 D7 � LJ w LL � ON c z �'> 00 0) W o E m N Do LL Wo Z m N - p _I W Z) J m (n U) Lao) ReAslons: 1 YV 2 3 F Model Name / Number: 1755 / Plan Issue Date: Wednesday, April 24, 2019 FI KA PROJECT NUMBER: 19-2136 Sheet: 3 w Of. ■ SCHEDULES & DETAILS DEC 0 9 2019 LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1,760 x 3 5,280 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 400 GEN LIGHT'G & RECEPT. + APP. CIR. = 33,830 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 23,830 HVAC CIRCUITS A/C( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10'000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100%=10,000 + 40% OF "A" = (.40 x 23,830) = 9,532 + 100% OF FBI = (20,000) = 20,000 TOTAL WATTAGE = 39,532 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 LOCATION OF BARRIER TO BE 1'4' IN FRONT OF MECH. OR MP. WHEN REOUIRED MIN.E-IR"DIA. WI LAO STEEL PIPE GALVANIMD. WATER HEATER PROTECTION ® MIN.e M.5 H. 40 STEEL PPE FILLED WICONCRETE FOR OA9 (4) W' x4%"WEME CTI WATER HEATER PROTEON A A AkcHOR BOUTS Wi N. MAX. B' EMBEDMENT TOP OF 6LAB Y .. STEEL 6L9E BA .4 5 Y B PUTE ri�A`4 I AMN. D IJAZLA CONCRETE CO SECTION A -A f00TI0 FM24 PROTECTION BARRIER N.T.S. ASSUMEP EDGE OF WALL 4 m 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. — — — — — — — — — — — — — — — — — — — -� I I I I I I I I I I I I I I I I I I I I I WP GFI I u II C=I ¢_ FAN OPh v PREWIRE \ \ I I PAN WkLIGHT\ -- - -- - - - -- � /yam - - - - -\ _.i LOCATE-CFIIMEON------------- - 1 ♦ PLANT SHELF WHEN WP POSSIBLE.OTHERWISE �\ ,\ GFI / yL❑ VERIFY LOCATION IN FlELD F/W R D ATTIC ELECTRIC \ 1 IF RE 'D BY CODE D J FI CM L 22'0 , 1 cI C-x1�¢=� FAN OP . FA FAN U PREWIRE I ( PREWIRE u n DOOR BELL / WP GFI I� COACH LIGHT I 11 1\ 1\ \ NOTE: KEEP COACH LITES OUT , OF BANDING, QUOINS, AND \ ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. 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 I I I I _+-FANGHT \1 Mil IJ I , GFI i I I I I I I I I 220 I W GR @ YN 42AFF 220 W.H. 111 ATTIC ELECTRIC IIF REQ'D BY CODE w U z� \ NOTE: a U \ LOCATION OF METER AND PANEL BOX _ TO BE BY BUILDEQ. IF NO GARAGE SERVICE w \ QOOR IS PROVIDED A DISCONNECT SHALL \ \ BE ADDED AT METER LOCATION. GFI FF 42" AFF GFI FOR GARAGE DOOR OPENER 'T' Y COACH LIGHT — - — - —' - COACH LIGHT xw W � D BIBB ELECTRICAL PLAN SCALE: 1/4" = 1'-0' ELEVATION "All & "B" 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 11314.1 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 Gth EDITION FBCR 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. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36"FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP, 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED- 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBCR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN Bth EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES, PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS _ ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ 2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH /� FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE � TRACK LIGHTING SCOUNCE ( WALL MOUNTED ) FIXTURE D CEILING FAN 110 VOLT DUPLEX OUTLET lb 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT W'2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT czi 220 VOLT OUTLET (F�— DOOR BELL ® SPECIAL SERVICES OUTLET DI0 DISPOSAL TV T.V, CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET 5P PREWIRE SPEAKER L.E.D. DISC LIGHT J ❑ JUNCTION BOX O WATER PROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING {�- Y BATH FAN WI/ LIGHT I C INTERCOM SYSTEM ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY INAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 15C OR 200 AMP SERVICE 150 = #1 COPPER OR 2/OALUMN. 200 = VO COPPER OR 4/0 ALUMN \ IN 2" CONDUIT METER UNDERGROUND SERVICE BYE POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS YSTEM� 7— G ATION ELECTRICAL RISER DISCONNECT INTERS SONDIN TERMIN MAIN 3CONNEi 150 OR 200 AMP C7#4 ICAL #12 COPPER TO APPLIANCES AND GFI # 10 COPPER TO WATER HEATER # a COPPER TO RANGE # B TO HVAC GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER B) APPROVED GROUNDING ROD W/MIN- S' DEPTH h) BONDED TO CONTINUOUS FOOTING STEEL 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. Affiliations: 0 B X /r D,, E Consultants: as � L V �I y�y5 N W pciN� �j N fD S �Ev EESgaS :5 0, 3E �� i u gg U ym VO(�j �a_� ui ¢ cr �5®Z�xaw a w uy a �' we �Ir rvvN033C Z � 'p� v whoW U W m0tiyF m m . 0 22 ( C<mU Q c F� B z yc Y cc W ITV p Or O V F- ro rx LLg` ❑❑ ❑ E 2 9 Y g x 4 W N YT L S d m V Builder: y W �M co La O o = N z CL a N z WFE W N O G W o la ¢ ry N Z z z M � c O Job IrrFormatlon: w d ro n � to W z v � C w N C � z d U 'i N 00 w a� a o E 0) m cM I� N 00 07 Li @ U m S CO O J W m I m V) (/J lf) 2 0 Revisions: m 1 YV 2 o` vS 3 VI Model Name / Number: 1755 ui TT Plan Issue Date: Wednesday, April 24, 2019 m gVT KA PROJECT NUMBER: s 19-2136 T Sheet: Of: LN W ELECTRICAL PLAN DEC 0 9 Z019 TOP OF BLOCK of60 W COLUMN DETAIL SCALE: 1/2" =1'-O" (2) 25 SH PILASTER DETAIL SCALE: 1/2" =1'-O" 48" OFF RIDGE VENT (2) 25 SH LEFT ELEVATION "B" SCALE: 1/4" = 1'-0" TOP OF BLOCK L _ _ 0 2' 0" e0 �o En FIN. FLR. ROOF LINE WITH "C" ELEVATION 48" OFF RIDGE VENT 48" OFF RIDGE VENT 48' OFF RIDGE VENT SEE SHT (P) FOR COVERED PATIO INFO 2868 PATIO DOOR (2) 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING LITE TEXTURED DECORATIVE CEMENTITIOUS COATING TOP OF BLO _ WINDOW HEAD HEIGHT _ 0 Eo 25 SH FIN. FLR REAR ELEVATION SCALE: 1/4" = 1'•O" VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq Inches of venting needed equally for Intake and exhaust Soffitproduct provides 4.12.1 net sq in / sf vent orovide In / sf erhang distance ..of Area to be :vented (5F) di neeuea ror ln[aKe 1sorTic area, lower) 575 net sq it nber of Off Ridge Vents for upper 1/3 needed 4 of Ridge Vent needed (can be used in combo withORV) 32 gal Feet of Soffit needed to meet required 105 ml Feet of Soffit provided by plan 220 SEE SHT (P) FOR COVERED PATIO INFO_ _ TOP OF BLOC. 25 SH FIN. FLR._ _ RIGHT ELEVATION "B" SCALE: 1/4" = 1'-0" CEMENTITIOUS COATING OIutLI Ipo vv/ v v TRANSOM ABOVE FRONT ELEVATION "B" SCALE: 1/4" =1'O" (D � Z W Z Z c Q Q N J xZ v1 0 4�w Lo y Y n,0 - O V) ro t U aS U M U Q ♦ Affiliations: A r }� d B D.'' E ♦ I Consultants: T c `8 N u7 N £ - w pp m M Z ii-1 ik 9JJt a69 V�`{O LL $R�4G£aIs O �MF3 LLI pp �- g�QC'3Qm=Q a Y, L10 ZLLJ� 5 ,g' w PF a E .15 ti c .o Y `o 0 n 0 ♦ Builder c 3 s s m EE 0 I 0 w '. ❑ ,fpi"6,F_ Q r�pi YM �a z ao w W O W Y. OL _j W a LLI 0 C `2 g C LL 0 M r c Cl) L.L O 0— o ♦ Job Information: N N m d M u t � W m N � a F C z � � N m w ��0) Q_ M > N 00 Ii @ V Q z C-) _ Q J LU ♦ Revisions: 0 1 YV m m 2 0` vS 3 ♦ Model Name / Number: 1755 ' U N Z Plan Issue Date: Wednesday, April 24, 2019 ♦ KA PROJECT NUMBER: 19-2136 o 0 Sheet: � Of: ELEVATIONS-B U DEC 0 9 2nig 20'-0" MAX "X" BRACE SEE G.C. TO PROVIDE DETAIL TB01 BLOCKING TO COMPLY W/ APA RECOMENDATIONS _ FOR SPAN RATING OF 7/16" OSB. SEE DETAIL TB03/S-4 0 w a ww ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP ECTIONS Cv EQ. CONTINUOUS BOTTOM CHORD a BRACING 2 X 4 MIN. SEE DETAIL TBO4ILI — O 4 4 O m v Q 4 O N � � a O — — — 'a I IT] EQ. TOP & BOTTOM CHORD GABLE END BRACING CO 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 2 4 Fr. I 4 Fr. I ' I ' O 2 I 1 x � I , ' i I L------------- O 0 5 FF, 4 Fr. Q 5 Ff. 4 Fr. ------ I ' I � I � 1OO 1 O1 I I 4 Fr --------------- -----2 -``` r -----4 ----4 Fr. O O 4 Fr. _ O ROOF NAILING ZONE DIAGRAM O NAILATBASE 2ROWS @4"O.C.W/8dCOMMON NAIL ROOF NAILING SCHEDULE. O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @3-D.C.W/BdCOMMON 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" QC 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.0 IN FIELD W/8d COMMON NAIL (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING OF PLYWOOD SPLICES@HEADER - NAIL SHEATHING TO HEADER SHANK NAILS) NOTE: W/ Sd COMMON NAILS @ 4" D.C. GO (2) ad NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICkL ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD MEMBER IF GABLE END (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2. SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACt PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8". STUD AND OR BLOCKING AT ALL EDGES, A MINIMUM 1/8' SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 1 3/4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32" OSB (2)- 2x TOP PLATE 15/32" OSB EXPOSUREI EXPOSURE 1 BEYOND SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM L SHEATHING VERTICAL 1/2" - - - - - 11 — - I— - — — 1 II I II II II SOLID 2x III I II II II I III II II II 1 BLOCKING @ ALL = w SHEATHING m III III III II II II I III C I EDGES (SEE o y SECTION X-X) w III III III OPENING III II 11T — — III — — I II II III III IIII III II II III I I I I I I II II II 2x STUDS w w BEYOND. 0)_ ,-, -— I I— I II IIII IIII IIII II IIII II IIII II II II I II II I I SEE PLAN j o z IIII I I II IIII II II II I N I HORIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL SPACING 2x4 P.T. BASE PLATE BEYOND SEE PLAN — N J W G �HO0(n ira0�� Q T/JmLL r�00 N w 0 0 LL � LL AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SEE TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. ALTERNATING STAGGERED BLOCKING SECTION X-X 'CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB1x3 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTOR SCHEDULE FOR: ADAMSHOMES -1755 ELEVB TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLIFT FASTENERS NOTES UPLIFT: - DESIGN RATING C1-05, E7, H7 L/R' -478#or less HETA16/PER TRUSS. MFG 1810# (9)10d x 1-1/2" A01 - A04, All - A14, DOI, DOl B, D03, D04 L / R - 812 # or less HETA16 / HETA16 1810# / 1810# (9) 10d x 1-1/2" (9) 10d x 1-1/2" 9 10d x 1-1/2" A05, A068 - A08B, A09 L/ R - 828 # or less HETA16 / H10A 1810# / 1340# (18) 10d x 1-1/2" C1C, H3C, E3,.H3 L/ R - 457 #less. H10A/ PER TRUSS MFG 1340# (8) ad ATE 1 1/2" TRUSS 1/2 (9) iptl X 1 " TRUSS - F01,F02 L/R -499#or less - HSOA/H10A 1340#/1340# 18 Ind x 1-1/2" ( ) / (18) lOd x 1-1/2" A10 L/ R - 2170 # of less (2)HETA16 /.(2) HTS-20 2035#/ 2900# () X 1-1/2" 10d (48481 lOd X 1 1/2" A15 L/ R - 1988 # or less. (2) HETA16 / (2) HETA16 2035#/ 2035# (10) 10d x 1-1/2" - - (10) 10d x 1-1/2" A10 SUPPORT COLUMN R - 2163 # or less HTT4 3000# 118) Tod x 1-1/2" 5/8" ANCHOR BOLTw/7" EMBEDMENT TRUSS MANUFACTURER: BUI DATE OF LAYOUT: DATE OF TRUSS CUT SF 4/1/2019 L=LEFT, R=RIGHT &M= MIDDLE BEARI NGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALL CONNECTORS ARE SI MPSON PRODUCTS.: TRUSS LAYOUT 11B" SCALE: 1/4" = 1'-0" SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE AMK TYPE CONNECPOR&FA§TENBRS SPF SYP CONNECTOR B FASTENERS SPF SYP OFRAMETO HETA16w1(9)11A5110OR 1TA16w/(10)INx1 V2'OR MASONRY HETA2OW`OO1NI x 112, 1775 1810 WA20w10O)IM x1112' 1585 1615 FRAMO FRAME H2.15A 4(1000 NAILS 535 000 RT7AN(1G)WNAILS 505 070 0 FRMLEIU FRAM H1BAw/(18)iwx 1 Ilr H10A-2 w/(181104x11WAT2PLYTRURREa WE Inn tW one nenm Aroev Rnxewr RT1SAO17tNX 1112"A wccv iiBD me 1380 ,.e. U FRAME ILOCATION MLwCE 912tl TOENAILS 6w 1000 LpLAT10Y INCWDE 312tl TOENAILS 1005 1.05 O MASONRY MOT wI(]2110tl NAIL6AN09B q.T.R. vN 12" MUOT15 w/(2811N NAIL6AND SR'AT.R. wI MASONRY POISED MEM wl9MP80N'SFP'F_PDXT a3sD 9866 12"FMRFI1MENi wI51MPSON'$Ei'R'OXY 3330 4486 FRAME TO HTS2OW(2a)1Od.1I'2•IATEXTERIOR HTW20w1(M)iNx112'(ATEMERM O I LOCATION INCLUUE(302d TOENAILS 124E 1A50 LOCAIIONINCLUUE(3)12d TOENAILS 126E IBMFRAME FRAME TO (2) H7820 w/(48)1Gd x 4IZ AT EXTEMCR W H1W20 WOE) IN e 1 V2' (AT EXTERIOP FRAME LOCATION INCI.UDF(Ela, T0EVNL S 2490 290D LOCATION INCI WIF(611% 70ENAII 8(EA) 25W 30� FRAME TO HOT-2 M(I 8)10d NAILS AND (ZW A.T.R. IIUG12'WII6)10d NALSMUSBWV ALR. 0 MASONRY w/12EMBEDNENTWSaXNON'SET' 648E IODIC w/12'EMBEDMEATWSIMPBON'SET' 7020 970 EPDXY (NGT-3 FOR 3.R.Y) EPDXY IHUGTS FOR S-PLY) OFRAME TO FGIH w/ (18) 1M'x 3' SM WOOD SCREWS RIFLE w1(12) Was WOOD SCREWS AND MASONRY AND (2)12'x 5" MTEN HD ANCHOR BOLTS 9�0 �� (4)TV x 6"WEDGE,6CUT 3800 fi500 ® rmw TO 2 LGT2W 32 1NSI I) ( NKEM 8 T4 1 I v • 1 • 4 TREN 3720-M 4]OO.M LUGT2 w13216tl SINKERS 810 R) I 1 Go- 31 M 31004. MASONRY FRAME x214 2P I PLY 1 OR (28)i8tl81NNER6 FOR FPANE (Eq) 35TOf 4106E V4"x3"WEDGE. L W T12 PLYTRUSS 1 OR (32)16d SINKERS FOR FRAME(E.N 3800f 4520E ©FINE TO MASONRY) (2)LGT3w/(24)1l4•x F SOB SCREWS &(a)M. a' MEN I2 PLY MUS8) 030-M B570.M (2)LVGT3w (24)1I0'x21T2"VN826 64BQM 7050d OR(52) 5310-F 6370.E SCREWS 9(4)31r X8""(2PLYMUmO 64I0-F 7110E FRAME MSINKERS FOR FRAME( FA) ORSA))1 G[WERSFORFRAME(EA) n I BEAMTY I HU4100PTHUC419 w/p&11Btl 8110)10d 3#2680 HD4100PTH04101Fw/(1B18d&11S1W 1 1 G 541 0 BEAM TO FAN10 OF r HUC410 w(19) TITEN 04460R HNIOOPTHD4101Fw/(18) 114'xX GOWO MASONRY 1WS2314-8(10)10d NAILS UNIBDO WEDGE-BOLT&(10) INNAILS WAS ©BEAM TO MASONRY HU4QOFTMUC46Nf(0)Im NNL9& (12)IM"x2&N"DMN(TOMA8.) Gt1540 GM3DW HD CMTHWOWI(0)IWNAILS& GN1690 GX300 FRAME OR D 2) 16d&(6) 1N(FCR FRAME) LOOK SYP-F WI130 SYP -M 11211H"x21 TAPCCNS(IOMAS.) OR(12) 16d a(9)10d(FOR FRAME) U61140 BYx-F UNI14 SYP& (2) HErA160PT (2) HETA20 2096 2035 OS HTA16 OPT (2) WA20 1585 1615 O MASONRY MASONRY I. PLY W(10) 1N X 112"OR 2500 2500 1-PLY W(19) 10d x 110 OR 3170 U30 2-PI 2-PLY w/(1211Qd WSM 16 wl(8) I N NAILS AND (4) W°x21H" 1010 11,5 HTWMIG w/ (a) NAILS AND (4) 114N 13w 1145 122E FRAWTO TAPONR CO WEDC&BOLT 0 MASONRY HTSAS2O w/ (10)1 Od NALS AND IQ IA"a 101' OR WDAI.1(10)10d NAILS AND (1) 1PVXI N" TAPCONB 1010 1175 WEWE-BOLT 1146 1"& OPPAMETO H106 w118180 x1112'NNL6 AND (2118'M' LVGTi w'Iel8tl x112°NAILSAND I2) MASONRY TNTANHD B15 1N5 3WM"WEDD aMT am JOBS IO DTr2S w/(a) W V 1N' IDS WOW nra-T)w/(911/C'xI T2'ws15 w000 OFFWME MASONRY SCREWSMDMWIA.T.R.EPDXIED A, 1835 2145 SCREWSNJD(1)1l2'HATN.EPDXIEDw/ - 18M SIWSON'SET"(SEE NOTE M) SIMPSON'SET' SEE NOTE N4) HTTS W(26) IWX21/Y NAII SAND (1) 515' 6 4TT45 w199) 1N O 1P-MILE AND(1) OFRAtWTO MASONRY AT.R. EPDXIED w/SIMPSUw ass" 4375 5090 5,B'1A.7.R. EPCOUSD W 51MPSON-SET° - MOB 61 E NOTE N4 BEN. sEE NOTE N4 BELOW) HTT4w1(18)IN x212 NN15 AND(1)aw H MT1 w/(1811 Nx212NAIL5 AND (1) 9OFPANETO MASONRY A.T.R. EPDXIED w/SIMPSUN'SE!- 36W 12M 5/5-BA.T.I`L P I-dlw/SMP30N"3ET' 41W SEE NOTE M BELOW) SEE NOTE#4 BELOW) 0 FRAME TO FRAME H10S w/(21) iN x112" NAILS $70 1010 LUG-1 w/(13) ad x11R' NNLB am IB99 0 FRAMETO HMBKT wI(4)19"XI 10 BIDS WOOD RT1W wl(9)IN x-1ONNLS& MASONRY SCREWS 8(a) 1: 4W IM"TAPCON9 BOB SIRS (4)1:4'x15/4'TAFWN9 1395 138E VOIWIOI)IM"x3'9OSW000SCREWS& (2)FRAMETO MASONHY (1) 51a"e A.T.R EPDXIED W SIMPSOMSET 355E 494C w/12" MIN. EMBEDMENT (2)VGTw/(32)I4"x3"MSWOWSCREWS OFR4MET0 MASONRY &(2)IVS'6ATA.EPDX16OMSIMPSON 5175 7185 "SET "W 1zON, WOMMENT X FRRAME VGTw/(15)1/4"x3°SDI WOOD SCREWS & HW4S092fi O)1) Y4VD0 0286 MUGF15 W(221100 NAILS & I FT45 W (18) FRAME SCREWS51W 92"9DB BCREW88(1; TB'6 A.TA. 4686 1N NAi.58 (i)Sld'H A.T.R - d100 OFRANIETO (2)HTT5w/(52) 10dx21iT NAILS& (2) HTT45 w/(52)1mW In" NAILS FRAME (1)5/8'9 A.TR.(SEE NOTE NN 437E 5N0 A(1) N8'6 ATA.(SEE NUTE NA) - 500E 1. CONNBC I ALL FLOOR TRUSSES 101NI LOON BEARING WOOD WALLS SEAMS.(2) 1N TOENAILS. 2 ALL TRUSS TO MUSS CONNE ICNS ME PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLO'. 3, G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, BEE FPMING PLAN FOR CONNECTOR CALL CUT. 4. FOR SINGLE PLY TRUSSES. SCAB ON FULL HEIGHT SYP 912W'TO TRUSS VERTICAL WEB w1(2) ROWS OF I N NAILS 03' O.C. STAGGERED 5 MINIMUMAT,R.EMBMD :FFMM MPWFMli2'ATR. B'FMBMMFWFOR5/8"A.r.R.6"EMBFDMFNTFOR7WkTA(IFATSTEP, DEPTH 15 FROM LOWER SLAB). O MINIMAL CONNECTOR ONO ON FRAMING PAN 1. CONNECTION FOR ALL ROOF I FLOORMUSSES TO MASONRY WALLS/ LINTELS/ICF WALLS UNO ON PLAN 2. CONNECTIONATWM320.C. PENDINOVERTICMSFORALL FLOM TRUSSES PAPMLELTOMASONRY WALLS SEE DETAL FBILD3FOR MORE INFORMATION 3. CONRBCFICNFORALLHIPJACK(CORNERJACK) WMASONRVWALL811CFWALMLINTEL9 4. CONNECTIMFORALLCMTINUWSRNMMD70TMOFMAIONRYAT3 O.CMM.w/(2)ATEACH CCRNER.D.C.TOVERIFYLU IONDDEBWr CONFLICTw A(IFAPPLICABLE)LAYOUT 5. CONNECT ALL FLOOR TRUSSESTO INTERIOR BENUNOWOODWALUBEAM8.1d) 12d TONNLS O MWIIMLCONNECTORUNOONFRAMINUPLM 1. CONNECTION ,ACKTRUBSTO WOOD WALLOR BEAM © MNNECTORUNOONFRAMINGPIAN 1. CGNNEGT1_1;'N FIMUSSFE TO WTERI0R1£XTEMOR REMIND WOOD WN IR ANNOR RFAM Ia ROOF FRAMING NOTES 1. TILE ROOFING SYSTEM (SEE ARCH.) OVER MIN. 1/2" COX (4 PLY) PLYWOOD, SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. OR CONVENTIONAL FRAME ROOF. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH 13) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH Ed 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 C.M.U. OR ICF WALL 0 METAL DRIP EDGE SEE TYP. WALL "' 2 x SUB -FASCIA 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'd" O.C. (2) 10d NAILS AS SHOWN SECURE J-CHANNEL @ 12' O.C. _ CONT 2 x 4 NAILED TO BLOCKING W/ (2) 12d CONTINUOUS VINYL OR ALUMINUM SOFFIT w' G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES 71C SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-O° Z ��xxxrrrrr]]]33 Z �NgJ O Z V c Q N J U a io A / ' z V�/lvTc9 Q — O N i -J W (10 a - S YC U — MV p 0 W O "y t!1 j a m n E y V) I- m OOQ V G U rn0 O M ooy U 509 0 d 0 V no Q P V Afflllatlons: o d BD, o E IF Consultants: g y 8q1 N �(roO]3 U) N tO LLI E{s :!. Vow WNo O Qcui��1W N a$8'LOCDLL ag9.R li 47 ¢� p Ino ILA Z w m Not O' Q a m m`W IS LLJ �ImI 116F m 0 O cv� 8 g6Zf gm 23 �p C ' ° YA'' SA 0 O F 1 I' N liar H „CzjL JAV IS4�'1 r i� �O ` •' C- `,(`gyp+./J:. a m Y `o e 2M Vi Builder: z N y 418E E 2 3 N LLI N e =�Q V z [L G N W d' J E W O W ; I_ a DO z cn m LLLLI LU a $ ®I o UJ 5 O O IM Z O o O LL 0 02 M� c a aJob Information: m m N M N a ) LLI N ix C 0 SIC N 00 IN z IS LLJ a E (y) a r > N 00 li TN N V L z oJWm� �¢ J m (/� C� L001 1� oV Revisions; DO 1 YV ro m 2 0` GS 3 Model Name / Number: 175E Plan Issue Date: a Wednesday, April 24, 2019 Vf KA PROJECT NUMBER: 19-2136 T n Sheet: Of: 0 0 L U ROOF PLAN - A DEC 0 9 201E •6 N@Bdcti nT TT I -la CLEAR iI oactn d• re aeena Ar eeaTron O Dt, °F LINTEL OAv TY eorT°n a itrr'i.cTua. LINnEL vaovrs.D a u NAa Cm,l s" Namxx woTx TYPE DESIGNATION F . FLLFO w-N fiaauT . I.. LI.FiLLG r li4kllrl' W 9 RbM AT 9OT NW OF UWRT CAYITf SrIF16-li3/IT Nq^Iht wo-x J L °uANTnT °r •J niPeNb.IPJ311T eeaaa I nor MATERIALS 1. f'c precast Ilntels = 3500 psi. 2. fc prestressed Ilntels = 6000 psi. 3. 1-c gout- 3000 psi W/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength =1900 psi. 5. Robot provided In pretest lintel par ASTM A615 GR60. _ 6. Field most per ASTM A615 GR40 or GR60. Prestressing strand per ASTM A416 grade 270 tow relaxation. T. 7/32 wire per ASTM A5d0. S. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bad Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply, with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2" tong notches at the erds W accommodate vertical cell reinforcing and grouting, 5. All IIrdels meat or exceed L/360 vamcal deflection, except lintels 17'-0°anti longer with a nominal height of S' meet or exceed L/1SO. B. Bottom field added raper to be located at the bottom of the lintel cevity- 7. 7/82" diameter wire strups we welded to the bottom steel fdf mechanical anchorage. S. Cast In place concrete may be provided in composite lintel in lieu of cancrete masonry units. 9. $afe load ratings based an rational design analysis per ACI 314 and ACI 530 10.1-lntel min. depths are called out on lintel plan. If conlractw InsEall6 a deeper lIntel than Indicated on the plan• doing this Inoeases the slreailiUh of the lintel and is approved without engineering letter. if a smaller lintel is installed contact CDR for approval. SAFE LOAD TABLE N©TES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled Ilntels must be reduced by 20% If bearing length Is loss than 6:1/2"• Safe loads for all recessed lintels based on S" nominal beerirg 2. N.R.=Not Rated. 3. Safe loads are WWI superimposed allowable load on the sectldil sPeclOsd. 4. Safe loads based on grade 40 or grade 60 fleld racer. S. Additional lateral load cepacRy can be obtamed by the designer by providing addlonal reinforced meeorlry above Its precast lintel: 6. One 47 rebw may be sub6tituted for two #5 rebers In B" Ilntels only. 7. The designer may evaluate concentrated load, from the safe load tables by calculating the maximum resisting moment anti 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 wits of pounds per Imadf foot. TYP. TIE BEAM W/3D00 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6)- 10d X 11/2 //__SP6 OR SPS FOR 2x6 AND 2x8 WALLS LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: ADAMS HOMES MODEL:17SS ELEV B STANDARD LINTELS ' LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (#PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 4'-4" 5206 PLF 563 PLF 2362 PLF 350 PLF 8RF14 - 113 / 1T 2 17'-4" 950 PLF 192 PLF 405 PLF 125 PLF 8F16 -1B / 1T 3 7'-6" 2661 PLF 649 PLF 1624 PLF 391 PLF 8F16 -1B / 1T 4 7'-6" 2661 PLF 1383 PLF 1624 PLF 978 PLF 8F16 -18 / 1T 5 4'-6" 6113 PLF 192 PLF 2707 PLF 125 PLF 81`16 - 16 / 1T 6 4'-611 6113 PLF 1389 PLF 2707 PLF 996 PLF 8F16 - 1B / 1T 7 5'-10" 4360 PLF 1389 PLF 2080 PLF 996 PLF 8F16 -1B / 1T 4360 PLF 657 PLF 2080 PLF 395 PLF8F16 -1B / 1T r5'-10" 7'-6" 755 PLF 525 PLF 506 PLF 283 PLF 8RF6 -1B / 1TW-6" 6113 PLF 192 PLF 2707 PLF 125 PLF 8F16 -1B / 1T NOTES: 1. ACCEPTABLE LINTEL MANUFACTURES INCLUDE: CAST-CRETE OR QUAILTY PRECAST COMPANY ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE PRODUCTS.) PRECAST "U"LINTEL w/ 3000PSI CONC. AT OPENINGS SEE GENERAL CONCRETE UNTEL SCHEDULE FOR REQUIRED RONI'ORCEMENT HURRICANE R '° ANCHORS �I �) (TYPJi'; REBAR ON BOTH SIDES OF OPENING U.N.O. PROVIDE KNOCK OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW BILL &FILL SOLID W/ (1) #S BAR FOR ALL WINDOW OPENINGS 816" AND LAROER� STO. 90 DEGREE ANGLE 3000 P. CONC. W/1 45 REBAR 6"x8"xW CMU U.N.O. GROUT SHALL BE FLUSH WITH TOP OF WALL 10" STD. 90 HOOK HOOK a � g a SEE FOUNDATION PLAN SEE FOUNDATION rt FOR LOCATIONS n PLAN MS01 I BLOCK WALL REINFORCEMENT N.T.s. TYP. BOND BEAM LINTEL BEAM: 8" x 8" x 16" K0. 1 COURSE LINTEL UNTEL BLOCK FILL W/3000 P.S.I. BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT CONE. W/1 #5 DIA. BAR & 3000 PSI REBAR GROUT, MIN. 25" LAP (ACI 530) INDICATES FILLED TYPICAL SHEARWALL SEGMENT CELL FROM FIG. TO BEAM WITH 1 #5 BAR MIN. ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION TVP. DOWEL 2W CONC. SLAB SEE PLAN AND FLOOR PLAN. MIN. LAP (ACI 530) FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOP OF SLAB I,. 7) `DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL r #5 REINF. 20" MIN. LAP BAR S" C.M.U. 91 003 OR #4 REINFORCING 8. BAR 2"x #2 SYP/SPF P.T. W/ 43 R #�(_, (3)1/2" Xa, "J" BOLTS OR (3)1/2" X6' EXPANSION " ANCHORS OR (6) 3" X 1/4" #5 REINFORCING BAR TAPCONS OR #5 STD. 90° HOOK #5 LAP SPLICE - (8) 2 7/8" HILTI TIX4)NI NAILS SCALE:1"=1'-0" 36" MIN. LAP I, #6 REINFORCING BAR 2x BASE PLATE SEE *GRADE #6 LAP m( ICE PLAN FOR MORE INFO r "''v` �"l y unvay v"" 1 u N.T.S, I MS051 REBAR SPLICE DETAIL- GRADE 40 1 N.T.S. I I MS021 TYPICAL SHEAR WALL SECTION I N.T.S. I 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 t^,FRAME INFILL AROUND WINDOW - * BY BUILDER SEE '•*, WFOI FOR MORE INFO , e (2) 2X8 WOOD HEADER si TURNED SIDE WAY ATTACHED THE FIRST PLY 2XS TO MASONRY WALL W/ SIMPSON HUS28 - - HANGER ® EA. END. USING (6) 3/16' DIA. X 13/4" TAPCONS INTO MASONRY & (4) 10d X 11/2" NAILS INTO HEADER. THEN APPLY THE 2ND PLY TO THE 15T PLY W/10d STAGGERED @ 8" O.C. OPENING - F.C. EACH SIDE SEE PLAN MS07 I LINTELS AT ENTRY DOOR w/ TRANSOM N.T.s. ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 21/s" 12" O.C. 1 2 x 6 1/4" X 2/w' 12- O.C. 2 2 x 6 1/4" X 7Ya" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRMT .LINTEL (2) 2X P.T. BUCKS W/ 1/2- O.S.B. BETWEEN 11 FASTEN PT 2X NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE S/4"X41/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS111 2x BUCK DETAIL O WITH OPT, GLS ELK. ONLY O ELEVATION "All & "B" SIMPSON SP7STOP AND BOP. W/ 1210d NAILS ^ ^ 2-2x45PF 0 EACH STUD "/1'\^' TOP PLATE STMPSON LSTA30 P 2 x 4SPF AT i W/11.10d TO PLATE W O.C. & 11.10d TO COWMN USP LSTA30 I SIMPSON A34 W/ (8)-Sd X 1 1/2 W/ 2290d NAILS NAILS @ TOP & BOTTOM •• L OF HEADER SEE RAN FOR HEADER 4x4 MIN. OR BUILT-UP COLUMN EA. 2X4 NAILED REFETRnFGOM / IL I W/Iod 0 8" O.C. WF02IF RADIAICEIUS IU-TATL Poz D1L15 / OPENING REQUIRED III SIMPSON MSTAM36 III MAY BE USED W/ (8) 1/4"X2 1/4"TITENS TRANSOM OPENING III & 10.10d NAILS ARCHED OR FLAT I I I 2 z 4 SPF AT I 2-20 SIT III P.T. SELLPLATE W/ 16" O.C. 1 SDI PLATE III Tit„32" ANCHOR BOLT iIf/ O " O.C. d!t BASE PLATE _ _ _ I DOUBLE 2X4 W/ USP MP34 D 70P & BOTTOM DO P.T. W/ WX3" SIMPSON A34 W/ (8) TAPCM6 ® 6" 0 C. I I IN MASONRY OR 10d ' III Bd X 11/2 NAILS NAILS Qe 6" O.C. IN Wes' - PRECAST RECESS LINTEL (FILLED) OPTIONAL FRAMING TO BE 2X4 SPF UNLESS OTHERWISE SIMPSON SP1 W/ NOTED. B}10d NAILS ® BOT AND USP SPT24 W/ 12-11)d NAILS 0 SILL DOOR OPENING N.T.S. I WFOS I LINTELS AT ENTRY DOOR w/TRANSOM I N.T.S. Z M Z Z c Q N J m V — 0 Z (D4 W 5 I ' O h V 1= a�� O O W Ora l 0moo � � U Ca N y W OO U '.O` y oN 0 F Q L) 0a� fi o VI Afflpllatlons: 3 c E V Consultants: c 1O g o z N rC 00 c 8� m ti s s$B-fig W vw # # rnz �Fi ° `42 Z n 3 U)Nero SZ � „9 c E� ie w'£ Q i LLoC 6 s11cE Z_a1PNyygq�� ` °r.ca T4�bY�E' a0 a ji � AAA, Ei ee p r � fi ,� , '••V i3' m to ��e� �^ .`•- I _v� N N Y `o Q n E Builder: W N W N cff N rJ N f 3 O � YM a = 0 Far IL ek WW W W J NO jigy W g LL N F /Tyre z O 0 Li J N ^ :es O 5 ns N Job Information: 'v v y ,N f0 c m n N m L r W � j Ip Ld a � 00 ro W d E M > C'V OO LL f0 V z oJwm _I m fin fin Ul') LL 0 o Revisions: n1 1 YV 0 2 vi 3 Model Name / Number: 1755 m � V I Plan Issue Date: a Wednesday, April 24, 2019 c M VI VA PROJECT NUMBER: r 19-2136 n 0 O Sheet: w M 1 Of. LNm L LINTEL PLAN DEC 0 9 2M- nAA THE HEIGHT OF THE CHIMNEY SHOULD EXTEND 2r ABOVE THE 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 �- (D z ; r POINT WHERE THE CHIMNEY IS 10 FROM THE NEAREST W/ (2) Y2"x5" WEDGE ANCHOR EACH END SEE FLOOR PLAN FOR BEAM SPEC. . . " BUILDING SURFACE. CUSTOM GALV CAP 0 SEE PLAN FOR BEAM Z g WITH SPARK ARRESTOR VERIFY SIMPSON LSTA24 W/ (12) 10d NAILS 5 a �o , �d7 STYLE W/ BUILDER OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X a METAL FIRE STOP 1 / W STEEL LAG BOLT WASHER. MIN. 6 PER �,,%� ,��,,;,\; 3 _ �� DW/ TRACK TO JAMB. • A >: • �/�-; .t' ' a z " ' ; Y a.•.!`"•. SEE DETAIL WF02 S HEET S-3 c i0 y DOUBLE 2x PIPE STABILIZER TOP PLATE WHEN REQUIRED Q (5) 112" DIA. x 8" 1/2" X 8" A.B. W/2" 0 �� ,� FORON ARCH FRAMING s O - a "J" BOLTS WASHERS SET IN " ! _ O w E o FILLED CELL W/ #5 TYP. FILLED CELL " „ SIMPSON A34 W/ -° U) c M ^ E VERTICAL MIN. 5 PER JAMB. a �' (8) 8d NAILS �� m o� u 2X4 #2 SPF STUDS 16" O.C. w/ SIMPSON o Ij : U/7 U oa : q SPi @ TOP AND SIMPSON SP2 @ BOTTOM .� Z �� c 2 X 6 CRICKET W/ EXTERIOR SHEATHING ATTACHED SECTIONAL !� Occ - N Y PER NAILING SCHEDULE SEE ELEVATION FOR FINISH ® OVERHEAD '� (3) SPF #2 SEE PLAN FOR INFO. '® = r n DOOR CONT. P T #2 0 STUDS W/ r 16d NAILS < U Q N <^ g WOOD SYP 2" X 6" TRIM o `i I @ 8" O.C. SIMPSON LSTA24 N $_ o PROVIDE 2x BLOCKING.�'� @ PERP WALL IF NOT it •' , W/ (18) 10d NAILS Affiliations: A �) ALIGNED w/ TRUSSES 2"x6" P.T. WOOD JAMB v ,.,, , ,•i; •,, • " ' BD W/ (2) 12d TOENAILS 2x BASE PLATE w/ (2) 12d DOOR AND CONNECTION PER „ °. !! 16d NAILS STAGGERED SIMPSON LTT20B E Consultants: n N (000 NAILS TO TRUSS BELOW GARAGE DOOR MANUFACTURER GARAGE SLAB W/ 10-16d NAILS a O 8" O.C. TYP. GARAGE DOOR & (1)1/2" X 12" 'A' WEDGE ANCHOR =o w rn U) o$ P Q SIMPSONMTS12 TRACK MOUNTING DETAIL @ S W N 6 LL LL 4 11M pYacoLi TRUSS ° ,A. ,A, x %_ �o�c a L aP N CHIMNEY PIPE MIN. NOTE: DETAIL OD22 / S•2 MAY BE SUBSITUTED FOR THIS cy.g `w 171 R c cd ,ai 1 0 a ¢ �7� i a A N 2" TO TRUSSES DETAIL - UNLESS NOTED OTHERWISE S E _ " < °'SFL z c a z a awe g; 3 � ¢ CH01 TYPICAL CHIMNEY FRAME DETAIL 3/4"=r-o" MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.Ts. LL g '8rg z 03 m m 8 ¢ p Li' 6'-ri CJ o ado N CD21 ENTRY CMU COLUMN/BEAM N.T.S. 16 ENTRY HEADER DETAIL N.T.S. z c a 'o E 0,() 0 T ui i INSULATION PER FBC AND ENERGY Fse k p ,tft7rtf FORM SSUBMITTED WITH PERMIT ltj l�,j 1111�1,, APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) 12 ' 12 SEE ENERGY FORM CALCULATIONS SEE PLAN FOR INSULATION REQUIREMENTS FIBERGLASS SHINGLES OR ` SEE PLAN OVER TILE OPPROVED F (PER ELEVATION) DERLAYMENT' Y PROVIDE BAFFLES AT EAVE \ PER FBCR 905.1.1 OVER APA PRE ENGINEERED WOOD a FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) TRUSSES @ 24" O.C. RATED STRUCTURAL SHEATHING (SEE STRUCTURAL NOTES (TYP.) FRAME FOR BUILT-UP ! OVERAPPOYED UNDERLAYMENT PER FBCR 9051.1 OVER APA FASTENED TO TRUSSES PER ROOF CORNERS min 3 4X4 W/ 2X4 POST UNDER EA �� D NAILING SCHEDULE) -" BUllder: PRESSES WOOD RATED STRUCTURAL SHEATHING TRUSS ANCHOR (SEE PLAN) 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. �� '"- SEE ROOF PLAN FOR - - - TRusses @ za° O.C. (SEE STRUCTURAL NOTES SEE PLAN FOR KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS � 6" ;; _ ---' - -'" TRUSS CONNECTION i FASTENED TO TRUSSES PER ROOF _ _ — - -ER—G. - — - HT. LATH WITH FINISH O.C. " - INFO & LAYOUT DESIGN i, NAILING SCHEDULE)AND ��-)�-j�-j( ' TRUSS ANCHOR (SEE PLAN) • CEILING BOARD FELT PAPER OR ` ? (TYP.) ALL SIDES ` / i �\ \ ' (TYP.) FRAME FOR CDR- �� -- _ uv� SEE PLAN FOR _ _ Fiat c ; W w '$ > TO BE INSTALLED ON OUTSIDE FACE . METAL DRIP EDGE TRUSS PLATE O vv ,O NEARS FOR NON LOAD 1 °° °a BEARING SIDES TOP OF BEAM - _ _ _ _ .� a �► m N M W_ 3/4" P.T. NAILER r 2X SUSFASCA ' r i �o o °� NAILED w/ 16d NAILS 8" D.C.0 _ ;SEE ROOF PLAN - - M ;4 1/2" DRYWALL SOFFIT. SEE ARCH. vv vv pa ° a v - PoR BEAM SIZE & "- ' - 8 I Q Q -*-METAL DRIP EDGE � PLANS � _' ;CONNECTION INFO �� `' - w 10 g fL C CEILING BOARD CURTAW NAILER % 8 x 8 x 16 K.O. 1/2" x 8" 1-BOLTS �\ i/ N z W CONNECT ALL 2x STUD 2X SUBFASCIA I x 4 P.T. @WINDOWS n LINTEL BLOCK 1 x 8 P.T. @ S.G.D. n W #5 DIA. REBAR & (1) CENTERED EA- (TYP.)4 COURSE HIGH A.F.F. E N O ] W TO TOP PLATE WITH (4) lfld TOENAILS SOFFIT. SEE ARCH. n O.H. / (1) n 3000 PSI CONCRETE CMU BASE FILLED w CONIC SIDE w/2" WASHERS � i / � Q ,� W ^ PLANS SEE ELEV. (TYP•) w/ (4) VERTICAL RENF w/ , o a o m Wj O ' `+�' 1/2" DRYWALL PRECAST "U" LINTEL H SEE SCHEDULE FTG & AT TOP , c Q i- U. SEE PLAN FOR HEADER SIZE a N OPOCOLUMN i HB&G COLUMN WRAP OR W ¢ F PLAN AI -Al 2X4 #2 SYP P.T. FRAMING ® _ CC O0 P W/ MIN 7/16" O.S.B. �_ a C m ° 1L Z O OPTIOSHEATHING 15/32" OSB EXPOSURE 1 ON O.H. ATTACHED PER NAILING SCHEDULE v = ^ LL MAXIMUM OF (3) - 2X PLATES MAY 8E EXT. WALL W/ ALL EDGES BLOCKED, MAXIM ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. SEE FLOOR PLAN FOR PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" COLUMN SIZE & BASE w a NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON ^ n FILL CELL -(1) #5 DIA. SIMPSON LSTA30 SEE FLOOR PLAN CONNECTION INFO. rjj ui € ALL BEDROOM WINDOWS. n REBAR W/ 3000 PSI W/11-10d TO BEAM FOR BEAM SPEC. u ; "_' Job Information: to H CONC. ALL LOCATIONS & TO FRAME BELOW ¢ SECURE 2X4 P.T. BOTTOM ALUM FRAMED WINDOW W/ SCREEN N SHOWN ON FOUNDATION ; PLATE w/ 5/8" x 8" m (G.C. TO VERIFY W/ FLOOR PLAN H & FLOOR PLANS g ANCHOR BOLT SET IN LOCATION OF OPENINGS IN N SIMPSON HIGH -STRENGTH n y EXTERIOR WOOD WALLS. IF NO .P, EPDXY 6" MIN. EMBED. g' r LLI OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). ; 2 j NOTE: 44" MAX. SILL ON _ °. Cr ALL BEDROOM WINDOWS. O ALUM FRAMED WINDOW :m W/ SCREEN CEMENTRIOUS DECORATIVE 00 FINISH 7/8" THICK PER ASTM C-926-96A PRECAST CONC SILL WINDOW STOOL SQUARE CMU BLOCK BASE W/ o r` Z ` 0 i 1 ❑ 0) PER SPECS (4) #5 VERTICALS RULED SOLID 1x4 P.T. WRAP or M W d) 'd- E ('n ZX STUDS (SEE FLOOR PLAN FOR u INSULATION PER FBC AND ENERGY u SIMPSON HETA20 ' SEE ELEVATION FOR MORE INFO STUCCO BAND A D- (v) ti N 1/2" DRYWALL MORE INFORMATION). SEE FORM SUBMITTED WITH PERMIT v EXTERIOR FINISH - w 10-10d TO COLUMN Al Al BUILT-UP CORNER MIN (3) 2x4 / 0 > N 00 0) ti W W t0 ` ON SHEET 6 FOR NAILING INFORMATION FOR APPLICATION PROVIDE BAFFLES AT J EAVES (FOR VENTED ATTICS) (SEE ELEVATIONS) POST OR 4x4 POST W/ 2X4 UNDER EACH END OF BEAM x % mID V m SEE , ( 8 ` I--" CO d ENERGY FORM FOR WALL SHEATHING. WALL INSULATION P.T. 2X #2 SYP. BASE PLATE REQUIREMENTS 1 x 2 P.T FURRING FTC. DOWEL #5 DIA. REBAR 1 x 4 P.T. 17" !N CONCRETE - 25"� , NOTE: 2 X 4 P.T. PLATE BOTTOM STRAPS MUST BE < - O J LL) c-I CT) p J m (I) Cn 0) w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER EXTEND (ACI 530) ABOVE F- 5 HD) W/2" WASHER AT 32" O.C. SLAB. ALL LOCATIONS SHOWN WOOD BASE INSTALLED ON INSIDE OF S. SEE FOUNDATION o � Revisions: WOOD BASE MIN. 6" FROM END - SEE WS07 ON FOUNDATION PLAN COLUMN. DO NOT BEND - "� t�,�-, ° .v v vC�f SEE FOUNDATION PLAN FOR TERMITE SHIELD" SEE FOUNDATION PLAN FOR v "G..q RAPS UNDER PLATE 9 , w v SIZES ANDPLAN FOR °� 1 YV FOR SLAB INFORMATION TOP OF SLAB � ' SLAB INFORMATION -- TOP OF SLAB PLACE STRAPS IN FILL ° CELLS III R v �y'*u° W # �f LOCATION �•-.—.—.—.. e,;r—.!`, i�.«�»,—,--.a „ J, o .r �, x ------ -- ----- m Model Name Number. 1, /,'• GRADE GRADE �' CLEANN COMPACTED a O iSEE PLAN FOR iv ° 1755 FILL ?. RE43ARQUANTITIES - (TYP.)4 COURSE HIGH CMU BASE .; VT Plan Issue FILLED w/ CONIC - SEE PLAN FOR o Date: Wednesday, April 24, 2019 SEF FOUNDATION PLAN 16' SEE PLAN SEE FOUNDATION SIZE. TOP OF COLUMN BASE - 2'-0" AFF FOR FTG REQUIREMENTS KA PROJECT NUMBER: PLAN ° NOTE: DETAIL CD21 / S4 MAY BE SUBSITUTED FOR THIS - 19-2136 DETAIL -UNLESS NOTED OTHERWISE Y o Sheet: �_� Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-0" WS01 TYPICAL WALL SECTION 8" CMU 3/a"=1'-0" CD22 ENTRY CMU COLUMN BASE W/ FRAME ABOVE N.T.S. CD23 COLUMN @ENTRY CRAFTSMAN STYLE N.r.s. a TYPICAL FRAMING u DETAILS DEC 00 2019 8" D BLOCK TIEBEAM W/(1) #5 REPAR U.N.O. V#iEN REQ'D RECESSED PPE -CAST LINTEL NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLKNG ASTOUND CURVE. MIN. 2 TITEN ANCHORS TO 2x8 \\\\\\U1111111111- �� {g ME MEN II M■ ME f�l MENME ■_ MEN IN ME — ME SIMPSON SP2 TOP AND BOTTOM. TYP. @ EACH 2X CRIPPLES (3)16d COMMON @ 16" O.C. NAILS(TYP) — HEADER PER/ LOCATION 7/16" OSS W/ 6d NAILS @ 16" O.C. HEADER (SEE PLAN) TO SIDE & TOP NAILER ® 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) 8d NAILS. SEE DETAIL ABOVE EDGE VIEW 7'-0" MAX WINDOW OR DOOR OPN'G WF02 I 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 2x8 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 q `\ 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ x4RSTUD A! ` \ EDGE & 6" O.C. FIELD RUN ` \ 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 �� ` SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END �\ I �l\ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING )'\ I \` TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) STRUCTURAL SHEATHING I TOP PLATE TRANSITION z Z PIPE OR DUCT w/ OUBLE 12d + +I 1S PENETRATION THRU TOP SPLICE OIL VARIES W I+ +1 c=n TOP PLATE W/ MORE ROOF SLOPE in p THAN 50% OF TOP ROWS 12d 2X TOP PLATE TO 3 PLATE WIDTH INSTALL @ 3" O.C. GABLE END W/ 16d r SIMPSON PSPN516Z WOOD WALL OR NAILS @ 6" O.C. j o w/ (12)16d NAILS TYP. ire. TRUSS. SEE PLAN 2X4 CONT. W/ (3) 12d For TOP & BOTT. N COMMON NAILS EACH - I - STUD TYP. T&B NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS + +1 �. TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. 2X4 STUDS @ 24" O.C. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ W/ SINGLE BASE & TOP (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PLATE W/ PLYWOOD TOP PLATE W 8d 2 1/2" x 0.131 NAILS SHEATHING *NOT REQ'D. WHEN QT SYSTEM IS APPLIED TRUSS OR ROOF SYSTEM COVERING NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL 302 SHEAR TRANSFER EXTERIOR WALL N.T.f G m a1 e w G 1" iHi" Si4" 1.fi 'A (2) 2 x 4 LAMINATIONS W/(1( (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 8 LAMINATIONS W/ (2) ROW OF STAGGERED IGd ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMM ONWIRENAILS COMMON WI RE NAILS COMMON WIRE NAILS (D=0.146', L= 3") OR EQUAL ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D. 0.162", L. 31/2')OR EQUAL (D=0.162', L=31/2')OR EQUAL q. 1) ADJACENT NAILS ARE DRIVEN MOM 3) FOR 48LY, 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 NOS SECTION 15-3 FOR THE THICINESS 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 r.; SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. VERHANG FOR OVERHANGS BETWEEN 5/8" TO 11/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. 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. QIF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION STOP SPLICE OUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ W O.C. BOTTOM SPLICE OVER STUD IF9.7 TOP PLATE SPLICE DETAIL 3/4" (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLK'G. OPENING G.C. TO TO O.S.B. W/ 2.8d INSTALL (3) TITEN HD. EA. END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW HEADER SUPPORT NO, OF JACKS & STUDS REQ. OPENINGS OPENING 2 X 4 WALL 1 2 X 6 WALL JAM KINGS JACKS I KINGS SIZE EA END EA ENO EA END EA END LESS THAN 4' 1) (2) 1 (2 >4' BUT <9' (2) (3) (2) (2) 16' 3 4 3 4 CONNECTOR REQUIRED (3) 16d SEE PLAN [24" P4 AT COMMON FOR DULL 2X CRIPPLES @ 16" O.C. O.C. NAILS(TYP)HGT. TOP A � W/ AND NDBNsPZTYP.— BOTTOM CMU- /IJ M M�M�IY •• • • • • ,,I I, EA am; i• -- . L,�. WINDOW OR DOOR OPNIG WF39 TRANSOM DETAIL AT ENTRY ®-CMU 1/2" = 1 * 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 @ 8EARING 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 @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 22" 0/C FOR 2 x 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 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WF09 WALL HEADER DETAIL N.T.S. STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYP FRAME OUT TO BLOCK EDGE , I , I EXTERIOR SHEATHING ATTACHED PER NAILING ; STUD ANCHORING: SCHEDULE TB13 ON STUD TO TOP PLATE: SHEET 6 SIMPSON SP4 l , 2X4SPF 2 X 4 P.T. AT 16' O.C. NOTE: HOLD FRAMING 1/2" I BACK FROM FACE OF BLOCK STUD TO SOT PLATE: FOR SHEATING TO BE FLUSH SIMPSON SP4 WIT" BLOCK FACE LINTEL il r ; 1/2" X n ANCHOR BOLT @ 32" O.C. S" CMU WALL ►F21 KNEEWALL @ ENTRY FRONT WALL 3/4° E) .-----------------, SIMPSON HUC410 ----------------- BUCKET SEE ROOF l i PLAN FOR MORE INFO ' SEE ROOF PLAN ; FOR BEAM SIZE , I � & CONNECTION INFO , ' I SEE FLOOR PLAN FOR COLUMN SIZE & `---- -- --- ---' BASE CONNECTION INFO '- OPTION`- A1/2" 0 Pill O N B. OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED COLUMN SIZE & BASE ON BEAM SCHEDULE/PLAN CONNECTION INFO SECTION A -A SEE ROOF PLAN :FOR BEAM SIZE & ,CONNECTION INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO — SCALE: 1 1/2" = 1'-O" AA SEE PLAN FOR TOP OF BEAM FOUNDATION V FOR MORE INFO CD11 COMMON BEAM ATTACHMENT N.T.S. 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 , I I I I I I I , SEE PLAN FOR I BEAM SIZE I I i BUILDER FRAME RADIUS AS REQUIRED u u , u n , I I I , 2x BUILD -OUT BEYOND I I IF38 KNEEWALL @ ENTRY FRONT WALL N.T.: WOOD BEAM SEE PLAN FOR SIZE - TYPIC WALL SIMPSON MUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's W/(12)-16d EA, TO COL ALT: (2) MSTAM36 STRAPS CENTERED W/ (13)-10d NAILS Ea TO COL TIE BEAM D04 BEAM @ RAISED ENTRY MASONRY WALL N.T., 12 (n,P) SEE ELEV. 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 SPi @ EA. STUD 1 2'x P.T. PLATE 1/2' X 8" •J" BOLT - 0 24' 0/C MAX r 8" x 8" x 16" K.O. BLOCK W/ 1 #5 CONT. CMU WALL '.RED WOOD TRUSSES @ 24" 0/C .IFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" TOP PLATE -2"x4" STUDS @ 16" O/C r--CRICKETAS REQUIRED L—MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) WF42 I KNEEWALL ABOVE MASONRY WALL W Z Z S ti �lY Z c a yr J Z c v w s f �0 o C V — N,�J,5 o O W E8u3 /� aMFE v W O�"rMid 3 ' ~ ofQ o p gm N c �°�ai d Affiliations: A CO `v B D _j P c Ev Consultants: T NO to ao S� w pS N J BBga& af�N�z LLLL LL Is I"g„ aw Q;co lu Iw v € $6a w m p C7 a gg 5 a N a .0 Z paV<i Z Zcl U new g r � O O Q a- w�aU m t`a'?g*e INN m w th E r 1J � = 0 • 2t1 �� o: ua » Q, z a q y� p •pA� "°�, 'r'FCid�1L6h4btiNbA c u d s 6 Li B m Builder: W en C -, YM W U aG J N Z mm E W N O W a o mNJ O Q LL N `o W O L L b U fZ J O Z `a p o M O c o V Job Informatlon: .2 CID n Ln 0 W >_ 0. o: ti M Is C � N z ��0) b LLJ CL. E m c° > N 00 0) y g z o JWmm F —i W VJ VJ L0 LL_ 0 Revisions: m 1 YV 9 2 c` Model Name / Number: 1755 �i Plan Issue Date: Wednesday, April 24, 2019 gVi KA PROJECT NUMBER: 19-2136 Y o Sheet: S-3 0" N TYPICAL WALL DETAILS U DEC 0 9 2019 *DIAGONAL SPACED AT 20'-D" 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 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR OR EQUAL TO 450 O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. SEE STRUCTURAL NOTES DROP GABLE END TRUSS &LOOKOUT RAFTERS n AND NAILING SCHEDULE FOR O.H. GREATER THAN 12" FOR 12" AND UNDER - 8d NAILS L� ' �_ MINIMUM 2"x4" ' Sd NAILS @ 4" O.C. WALL AND ROOF SHEATHING, SEE TB13 FOR SHEATHING DETAILS SPACE BLOCKS AT 24" O.C, CROSS BRACING T - • �\ 2x4 SYP BLOCKING FOR SPECIFICATIONS \ (SEE PLAN FOR _ '; BETWEEN TRUSSES @ 48" ' z LOCATION) -'-' BLOCKING O.C. MAX. FASTEN TO EA. 2xa SYP L BRACE FOR TRUSS w/ 3-12d NAILS FA. GABLES 3'-O" TO 5'-11" TALL. END Ox6yP BRA(: FOR 2X4 SPF BLOCKING @ I° 2x4 SYP CROSS BRACE GABLES 6'•0" AND TALLER. APPROX. 8" FROM RIDGE PANEL EDGES W/ (3) 12d \\ — ATTACH L BRACE w THEN 48" O.C. AFTER. NAIL w / / 12d NAILS @ 4" O.C. 3-12tl @ EACH F*ND & @ CROSSING AT 45 ANGLE. NAILS EA. END TO TRUSS SIMPSON MTS12 @ NAIL SHEATHING @ 4" O.C. 2X6 BRACE NAILED ,° LOOKOUT RAFTERS STAGGERED TO SIDE OF GABLE ` ^ Z Q f , . GABLE TRUSS (NOT REQ D WHEN GABLE IS w Sd / „ IF APPLICABLE TRUSS WEBS a 2" LONG 2z4 #2 SYP BLOCK AT 4'4" OR SHORTER) FASTEN (1)AFROMLOCATION. FASTEN TO W/ 12d NAILS CONT 2x4 SYP SPANNING (4) RACE COACE @ 4" O.C.WHEN STRUCT. SHEATHING m 12d - TRUSS BAYS (8'-0") NAILED DIAGONAL LL PLATE w/ 10d @ 3" O.C. W/ 3-12d TO CHORD (MIN LOCK/PLANAIL GABLE TRUSS GREATER T AN 3'-0" 7 16" MIN. THK.- 2x4 SPF CROSS -BRACE /(3) NAIL COM. @� a Z �'PER In 1ST4BAYS) f�TO @ 48" O.C. - NAIL w/ I° w/Sd \~ JOINT TOP PLATE W/ (3) 12d AT EACH END & AT 3" O.C. EDGES & 6" ' t f016d LATERAL BRACING. NAILS @ 4" O.C. 2x81/2"x8" ANCHOR BOLT i° O.C. FIELD4..CROSSING AT45°z ANGLE \a' "• m QCONTINUOUS NAIL OVER X•BRACE AS SHOWN• 4 BAYSAT 48" O.C. MIN, •� Y _ 6INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE TRUSSES 10d @ 4" O.C. CONTINUOUS SPF o �O LLI o � CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP MASONRY WALL 2X4 ,' c w/ (3) 12d @ EACH TRUSS WEB SPANNING (4) TRUSS GABLE TRUSS 2 'E ` ,Ln N 9 �' o m 5' BAYS (8 FT) NAILED TO \/ fQ D u 0 s 0 2X4 BLOCKING @ 4" O.C. r �° NAIL TOP OF "T" o "- NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE w/12d & (3) 12d TO CHORD „ (' TO GABLE TRUSS w/2-12d & (1) m LUir — g ° TRUSS w/ 2.12d AND 1 TB13 FOR ATTACHMENT OVER JACK TRUSSES, SEE SIMPSON MTS12 W/ H " _ o w $� TB01 TYPICAL CROSS BRACING DETAIL N-T-S. TB02 TYPICAL CROSS BRACING DETAIL N.T,S. SIMPSON HS w/ PLAN. 2X4 SPF BLOCKING 14-SOd % 1 1/2" ® C 10-1odx11/2"NAILS FASTEN (1) SIMPSON HGA10 BETWEEN TRUSSES @ 48" O.C. MAX. NAIL DEADWOOD TO NAIL TRUSS BOTTOM n ¢ v v a 0 @ 48" O.C. w/ 8 1/4"x1 1/2" SDS WOOD SCREWS GABLE 2X4 BLOCKING W/ 2-12d TOENAILS NAIL TOP OF TOP PLATE w/16tl @ CHORD TO 2X4 DEAD- 4" O.C. WOOD @ 4"O.C. Affiliations: PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. END TO TOP PLATE / BEAM TO GABLE TRUSS US FRAMED WALL OR BEAM 2/ w/16d " BAYS A AND 1-SIMPSON H8 w/ 8 B p, BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 11/2" NAILS SIMPSON LSTA30 w/ NAILS CHORDACHENDTOTRUSSTOP @ WOOD FRAMED WALL @ DUTCH GABLE - -- 14-10d @48" O.C. Consultants: N m co I N FRAME WALL OR BEAM BELOW SEE PLAN T a ° U) N GE05 GABLE END BRACING - FRAME WALL N.rs. A TRUSS a rroAleYE TO BLOCKING PRE-ENGINEERED OVERLAP TRUSS BRACING WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP GE01 GABLE END BRACING N.T.S. ° ;tie _ LLI �g� Q��= z 5� q ------ TRUCTURAL SHEATHING PACE �� - �`i2Iam 9- a " G.T. = r 8 ° ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 5 u LL o W w ® G m 51 d N TOP CHORD WHEN REQ'D NAIL TO TOP CHORDLL TO PREVENT SHEATHING ACK - - OF HIPPED TRUSS W/ g Z � T' 6'I�T oa n SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" D.C. 2x8 SYP BRACE NAILED DROP GABLE END TRUSS �' 0: 0, �' W �"� O a/��i �W "�' T MAX 24" SPAN EITHER G.T SEE STRUCTURAL NOTES TO EACH SIDE OF GABLE & LOOKOUT RAFTERS FORa F � ` � ¢ � SIDE OR BOTH IF REQ'D) AND NAILING SCHEDULE TRUSS CHORDS 3'-4" IN O.H. GREATER THAN 12" FOR 12" AND UNDER a y •5 id @'� , e— v � •, U s� '•, �L p FOR SHEATHING DETAILS USING 10d NAILS @ 4" O.0 SPACE BLOCKS AT 24" O.C. g•�g'm F Z ■ g = O4�iy; �. (2) 12D NAILS MINIMUM (3) 12d 2X4 SPF BLOCKING @ ❑ ` ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPFOR PANEL EDGES - NAIL •'. SEE SHEATHING * SPACED AT 10'-0" MAX SYP TRUSS BRACING SHEATHING @ 4" O.C. \. PLAN STAGGERED W/ 8d w �� y O �'.y`"(- STRUCT. SHEATHING ��s 'A•'• '• \��`" `t� P19 1 2X4 SPF CROSS -BRACE 7/16" MIN. THK. - Ptreee 2X4 BLOCKING TRUSS CHORD @ 48" D.C. - NAIL w/3- NAIL w/8d COM. @ W 1TTT(T►Tt� BETWEEN TRUSSES HIP TRUSS (GABLE END) 12d AT EACH END & AT �' CROSSING AT 45 °R ANGLE TRUSSES `. 3" O.C. EDGES & 6" ` O.C. FIELDSECT. m a A —A TB03 HIP / RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S- ` CONTINUOUS 2X4 SPF m SIMPSON H8 w/ 2x6 SYP 10-10d x 11/2" SPANNING (4) TRUSS BAYS (8 FT) NAILED TO 2x4 BLKING @ 4" O.C. ,' ` ABLE TRUSS o w/12d & 2-12d TO CHORD + d 2x8 SYP I• � S CHORD BRACE 2X4 SPF BLOCKING _ GE04 Y W/ 12d NAILS BETWEEN TRUSSES , �• @ 8" O.C. @ 48" O.C. MAX. `� ' S4 Builder: (2)LSTA18 y TRUSS NOTES: CONTINUOUS w/r10d x 11/2" To - SEE DETAIL2x6/2 Q $ rA 4 SYP STRONG " & B-10d "T" NAIL GABLE TRUSS $ Y! W � � 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP14014 STRONG -BACK STRONG -BACK x 1 1/2" TO TO BRACE ;, TO PLATE w/16d @ Q �MQ (TRUSS PLATE INSTITUTE) NOTE THATTHE COMBINED WIND AREA IS GREATER BEFORETHE ROOF SHEATHING IS APPLIED, AND ARE INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT W/ 12d NAILS EACH 4" O.C. a ff7 LIJ BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ERECTED. ON THIS CONSTRUCTION LOAD SHOULD BE LIMITED @ 8" O.C. TOENAIL EA. 2x8 �' N IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED TRUSSES. TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY , LEG TO PLATE O V AREA THEY SHALL BE SPREAD OUT ' 1/2" x 8" A.B. 0 Q CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS• .�+ '` &12d & SIMPSON O @48"O.C. MIN, $ i a EVENLY OVER A LARGE LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL �. HGA10 w/(8) 1/4" N g 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS BRACES AT 20"0" O.C. MAXIMUM. . , I z 11/2" SDS OR m y yLLA J LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL W/ 3-12d NAILS AT EACH TRUSS INTERSECTION.' EQUAL .„S,°• N 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED (2) 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT KNOCK OUT E s W W ATTACHED DIRECTLYTO THE BOTTOM CHORD OF THE TRUSS. 2x6 PT COURSE 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. 2X4 °T" BRACE (2x4 SPF) PLATE 4 BAYS ° m uj M Z SEE TYP, TRUSS BLOCKING DETAILS SEE GABLE BRACING DETAIL a M Q o W LL O V/ SHEATHING W a U 3 TO 4 TRUSS AS SHOWN r0 ® UA P1 ' C x4 SPACES GE04 'IT" BRACE CONNECTION @ GABLE END W/ VOLUME CEILING 3/4" =1'-0" GE03 GABLE END BRACING w/ VOLUME CEILING N•r-s. o O TRUSS DI ECTON o RUS VERTICAL SCAB 2X8 #2 SPF 48" O.C. W/ (4) 12d TOP &BOTTOM OR H5 SEE TRUSS (2)-1 NAILS a N € Job Information: OR HCLR/LL IN PLACE OF (4) lOD SECjION TO TRUSS &B SEE STRUCTURAL NOTES AND y REQUIRED ® RAFTERS GREATER THAN 8'-0" NAILING SCHEDULE FOR NAILS � SEE PLAN UBLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING SHEATHING DETAILS EA. END EA EN w @ PRE-ENG. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS � a (() 2X STUD WALL VARIES w ROOF LiJ SLOPE SEE PLAN CONV. FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL SCAB 2X5 #2 VERTICALX6 42d \ 2X4 SPF BLOCKING \ 44) 12d WHEN IT LANDS O.C. W/ NEXT TO PRE-ENG. TRUSS TOP & BOTTOM OR H5 OR \ BETWEEN TRUSSES \ 2x8 BUYING. NAILED 0 EACH SIDE 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d \ @ 48" D.G. MAX. \ \ REQUIRED w/ (2) MI'S12'S REQUIRED ®RAFTERS GREATER IR D B THAN 8'-0" \ \ / 2X4 SPF BLOCKING ' > N 2x4 SPF BRACE / @ 48" O.C. MAX.w/ ,' 2X4 BRACE@ 4'-0" �.; •� Op c2 e) @ 48" O.C. - NAIL w/(4) \ 3 12d END NAILS O i ON CENTER—� o w a) � N COLLAR \ EACH END & EACH END , W d E m EVERY 3rdE SHEATHIN RAFTER \ \ Al2dLTERNATE R ALTERNATE DIRECTION \ ° m }' CV LL 5 2X4 BLOCKING BETWEEN CB BEVEL CUTS TRUSSES W/ (2112d NAILS (OPTIONAL) ' ,� DO W " d 0EACH END, CONT. EACH BAY B TB 2)) #7 / / TRUSSES O J W ALTERNATING DB WOODPSCREW TRUSS / / SEE PLAN - J ' ^ r ^ Lo vJ v/ LO BLOCKING OR HS 048"O.C, / / F PRE-ENG. TRUSS \ / / , . RBVISIODS. CONT. ROOF SHEATHING ATTRUSS TOP \ / / TRUSSES / /' SiftUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ \ / / , m SEE PLAN FOR CONNECTION SIMPSON A34 OR YV 2 B 2X4 P.T. BLOCKING BETWEEN DIAGONAL TRUSSES W/ (2H12d NAILS V OOD 2x8 #2 SYP RIDGE BEAM DI G-0" (LISP MP4) @ \ \ / / 2'-0" ON CENTER \ \ / / 2X4 SPF BLOCKING '� 0 vi 3 TRUSS EACH END ]F MAX 2z6 RAFTERS 2'-0'O.C. 12d \ A / BETWEEN TRUSSES Y v - ,D Model Name/ Number: MAX W/ (3) COMMON WALL BELOW TOENAILS TO RIDGE BEAM @ 24" O.C. MAX.w/ \ / \ (3)12d EA. END (TYP.) SIMPSON HGMA10 2X4 RAFTERS FOR SPANS LESS THAN (SEE PLANS FOR TYPE) 4 Fr z'-0" O.C. MAX W / (3)10D SEE PLAN / \ 1/2" GAP @ 4'-0" D.C. MAX. 1755 CONC. MASONRY COMMON TOE NAILS TO RIDGE BEAM STEEL OR WOOD y to El Plan Issue Date: 2X4 CONT. AT BEARING SUPPORT T&6CHORD TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/z" SPACE EXTERIOR INTERIOR � � y a Wednesday, April 24, 2019 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION .8" C.M.U. SEE 19-2136 PLAN FOR REINF. z 2x4 S.Y.P. @ 16" O.C. � Sheet: -4-7 OF. R TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.E. TB14 NON -BEARING EXTERIOR CMU WALL N.T.S. ROOF FRAMING AND BRACING DETAILS DEC 0 8 ZU19 THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2.1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for woad 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 57RIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" CIA 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. r-2 SPA EVE 6" 6" 6" 6" SINGLE DOOR E SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES 1 6" 3" no 3" 3„ 3m 3" 3„ ' III III ( 3„ 3' 6' 6' 6„Ir DOUBLE DOOR W/ SIDELITES 31, SPACE :VENLY i" 6" N DOUBLE DOOR Y, SPACE EVENLY 10b not nalt within BvdllOf centerline- s celtenng valley centerline G- • SENAM L NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 5/8" MIN HEADS. 6 PER SHINGLE Rat �K petit / 'tea/i? sae � a'NO'60 'a �� Amy GOUisa Md Goatee \t` Rak� nmbeed each END& Erd�ge to use In 5thGm, SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:1.2 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTEDL BEHIND FLASHING LOCATIONS EXTER. WALL FINISHAND EXTENDING A MINIMUM Or S" ABOVE G- %G' H GALV. VERTICAL RISE OF FLASHING KENTRY CAL WALL FLASHING CONT.AT KNEEWALL PLASTER ST SEALANT ROOT SHINGLES NOTE: THIS DETAIL IS REQUIRED AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. ltixoai MIL FLASHING DETAILS HONG. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION 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 1AISTALLATION 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"jMASONRY ILLIPS ""' 1/2" DRYWALL FLAT HD. "TAPCON"U THE W'DOW FRAME JAMB MIN. 4" FROMN. 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 LOCATION OF BARRIER TO BE V-0't IN FRONT OF MECH. OR APP. WHEN REQUIRED 11/2"MIN. EMBEDMENT 2X WOOD FRAME BY OTHERS 00 WpOD SCREW 4" DIA. CONCRETE SHEATHING FILLED PVC. PIPE. BY OTHERS A CAULK BETWEEN FIN &SHEATHING o ° TOP OF SLAB EX TRIaR 3/4" MINT. EW -1 o FINISH < DISTANCE BY OTHERS 1 ° PERIMETER 1/4" MAX. - - — CAULK BY OTHERS SHIM SPACE — - - - Op Ice, I1A, II ° I O.A. WINDOW r - Ir - Ir I HEIGHT rA °I - 16" MIN. DIAMETER EXTERIOR g !N,' d-r CONCRETE FOOTING INTERIOR A° CTION BARRIER DETAIL N.T.S. TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S aas pmF mar. DE DHY EDGE AI' EAVES ANU AAbLEa yf ,(7 ,N3 [AV- DIAP TO bE A ALLCR4 m LOWS) CAVE DRIP EDGES SHALL CXIEN FLOW SHEATHING .AND DR E%TENDAT FA ON ES A MINIMUM OF 2nd. BE IN EDGE AT FAVES . DR BE TO E IAYMIENEDF INSV TH 4'N" LAYMEN'. EN'.THERESH L IBEA THE UN W= 01F RO THERE NT IN BE A IUM An Wl:UU H INGE. UMEMUk SHI MI UHY EASENED AE. MMRIP M01 SHAI NVIWHERUL.Y THE Need AMDETERMOI IN 211 A.WHERETHECTIOAS01.2A DETERMINED IN W /H) WITH EATER O RTHE W N R OF I lid/HI OR GREATER OR THE M1ffAN 1100f 1 . _ installation Instructions For al Fixed windows with Mounting an Hy-Lite L H.�7/ Includes all of the following seeks: 625/825/AZ15/FL15IAZ30/FL30/ V1500/ V1580/ V300/ V300 VT200I Vr280 652000 1 GB2090 I Preptifile 662 jP 882 LNIO Medmum Fastener Spaded Wall Framing: ilambs, Head am Silt) #2 Spruley00I I.4^ a' .),. 6 9T. -.�.- 9" .�,.-A OrlaC �91Ncene #l0 al-1/2" Spew a30 Mnim"m Penebaao Gating bad 1-]/B• aleurhare Fin C roas Sec hon V iew BQr�v Vilva Find VWrnva MMmum uz Sigmne EWarlw Sbeae,ing Note: WeaWAp/ywammmsiM lid ufe Mpa w Mg [apes andq//pana aasrorMMASrMES11 I. NOWhwww duffor verNfywl M codes and bplldMy bCn" NN /aROY ro the aml Osx roOerormlwM tMpmpw Msro//aWn o/Mase aama. LEAVE iH! aUaalE Wens fins[ Before rag your wl , Me bubble Wrap may be Peew bask for Inspection, but Please restlrk ace wrap to Protect ma blI from scratches and other damage until LMLILML, is oMpie, Step] Meawrc m be sae the Opbang n 3Ai^ m l/2" brye ten alma wimkw as bon veNmlly and hdtromlN. ' Ya may wtmh m pre4ml Ne InCnllebn Mks In tlhe M at Nlsttme. rAe Adas'M Memdn An at are rot Step 2 Apply a generous bend te windage m the bandde of Me mounNp fRc Use enough saatrle, to w'mdermy all all voids Lawman the M and me wall sneaftna. Step 3 Iluet Ne wwdmv Man the openwg Imo Ne auWde The wirddv is IabtlM "iceide"and °oublde', but atlKee bbek have been wwamad Uhe 91 bead 01I Wallys be m the inside of me bulding. Step 4 Install slmims unde the sn, eelusang Hem meal Ne uNt w plumb In t,e apenirg. SMms eholM be Imaged Lode elesia every 2 fed. The window should be INI&I centeed In the opening won no more Nan 4' gap aelwasm Ne ama. arm well framing. StRP S Ineea 0 910 X 1�ljr screw 4-from the toner Oft an Meath end M Me head all and bdh'ambs. Step 6 IreaO ante renWning Mife,wrs w 8' ineremena tram the caner srmm ro Ne rnsaer Meech frame member, the rare not m rner. aghto die spews and pup amen the M. Also, make wee the sOews go In stra" and do not max to fmme m bow. Wag framing ahmdd be a mknimum of #2 Spmoe/AnsaI . Fascesmrs sMuld be 010 sOews of suf ident thm achieve 1.3/6" penetration Into the wall and no less amp Ur from mige, of ham , Fastener mentratles needed in eadm side of frame to achieve a' spel Le o(Frafw Membe 10' la' 26" 1 34' 1 42' I SW Sa" W 1 74' 1 a1^ I III or Numde of Fosterers 2 ] 4 1 ] 1 6 1 7 a 9 1 10 1 11 1 12 1 13 Step 7 Remove excess alicom "sqUasets out' from around the fln and Impact for Mks or adds. Use allowrhe m NI any Was. Step 9 If deslred, a foam im IB" ran W aVied m toe made yap between fie window and wallfran". if applkd, hYbS' mu#be Ox NON EXPANDING TYPF FOAM. Step 9 am these widows are Lypimlly used In moms with high molsbee, is; bathrooms, It Is recommended Nat the Inadar yap between the window and wall framing also be sealed with SI and tamed x ae motor warfare won Me matsamo of wallboard, tlk or trim. Step 10 onae all cenwmhcaon Is rmeplea, remove the bubble wrap from Me inside and otbode a Me wavol If necessary, dean the bII with a raid detergentand warm water ason both. 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. STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Approval # Method Roofing: 1st Choice COUNTY APP. CERTAINTEED LANDMARK30 NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL5444-R13 2nd Choice DADE COUNTY APP. OWENS CORNING OAKRIDGE AR FL16828.1 W/ 3/8" MIN PENETRATION THRU SHEATHING 3rd Choice DADE IKO Industrues, Ltd Cambridge AR FL7006-R10 COUNTY APP. FL7006.1 4th Choice DACOUNTY APP GAF FL10124.1 ROOFING UNDERLAYMENT: 1st Choice INTERWRAP, INC. U RHIRO�ROOFT UNDE H YMENT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH FL1521&R3 WOODLAND TYPE II UNDERLAYMENTS-HVHZ 2nd Choice INDUSTRIES INC #30 ASPHALT -SATURATED RGANIC FELT R905.1.1 FL17206.1 Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 73W6 2"x6" P.T. WOOD JAMB WITH 5) 1/2" DIA. x 8" "1' BOLTS 2nd Choice +30.0/32.0 CLOPAY EMI Swing Doors: 1st Choice +67.0/-67,0 FIBERGLASS DOOR INSWING ?!-BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL15225-R4 THERMA TRU-CORP. FLUSH 2nd Choice +67.0/-67.0 OUTSH AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALLMRF BE ATTACHED WITH 3/16' X.3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. F1.15226.6 THEREAFTER. TYPICAL ALL 4 SIDES) Siding: 1St Choice +0/ -146.3 1 The Tapes Group 7" Staggered IMIALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING Shakes MAILS t'fz' LONG WITH 1/8" DIA. SHANKS & 3/8' DIA. HEADS AT 10' O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL FL20403.17 N.A. N.A. i SHALL BE BEYOND WALL DRESSING N.A. Windows: 1st Choice +40/-50 MI WINDOWS 35a0 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676 R6 Si le Hu IhN ANCHOR WITH MIN. 11A" EMBED, TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF INSTALLATION SUFFICIENT THROUGH 2%B6CK USE EMBED. OOD SC EW OF SUCH. +40/-50 MI WINDOWS 3540 SERIES Sing., Hung (flarga) FL18644-R2 +50.01 MI WINDOWS `- SERIEs Picture window SUFFTENT LENGTH TO ACHIEVE 1"h" INCH MINIMUM EMBEDMENT IN WOOD SUBSTRATE. FL3.8644.2 Mullions: 1st Choice MI VNNDOVVS M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECTS795 CUP INTO CONCRETE Mullion 3/16' TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A FL 18504-2 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 CC 625 FOR UNIT INSTALLATION USE 3/16' TAPCON ANCHOR FL185.R1O WINDOWS WITH MIN. 1'A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice +55.0/35.0 KAVCAN LTD 8" BEADED 11/2" NAILS 10" O.C. IN FL16503-R3 FL15503 .4 Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM 24" Ga. Galvanized DIRECT . MOUNTTOP 1/c"-20 MALE PANELMATE W/ _F FL16293.1 46 PSF INT. PANEL MFG. INC. Stwl Stoop WINGNUTS AT 121h" O.C. BOTTOM'/n"-20 SIDEWALK pareLq 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: R. # 56126 Name: TODD M. BORN Certification Number: A. # 82126 (D Z °-O W' v !v N O W Q N O v') c O W 2MI:E V m o2'u 0 w 0 C—� oLL a� 0 W ® C Q vN Y ♦ Afflllatlons: ♦ Consultants: F�g�grr H to 0 GD N n 0 SEB c.aaT W .i r4 om �Np 4b XJk 0*0 y� tb p9 a "'N...Z L) x!HQ LL LL LL D) Q 5'm wMF N =go3� c ur ' w Iy V a WIN se CL tct, Io 9gc IL 6p PH +ate ILI- 6E�to p Oi D a �' 7f (V E F: Lei IV Builder: I Stu) N _w z IL e J W W cc NO y W LL. G N a z Lu W o � z O � asel o ♦ i Job Information: DO W 0 EO c � N z 0) Uj ° E M N 00 Li v z j idco O _::) r J co ^^ v^ LOO L2l ♦ I Revisions: 1 YV 2 _. 3 IF I Model Name / Number: 1755 irPlan Issue Date: Wednesday, April 24, 2019 KA PROJECT NUMBER: 19-2136 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) DEC 0 9 2019 MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING WEATHER OrRESISITIVE BARRIER FOLD UP WEATHER / RESISTIVE BARRIER& TEMPORARILY SECURE WOOD FRAME CONSTR. - EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 61N, WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3r4"-1" BEAD OF CONSTIR ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF.ADHERED FLASHING SUBFLOOR - WINDOW UNIT SLOPE 0.3in:12.0in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. � HEAD FLASHING TIE-IN INSTRUXTIONS: WIRE LATH 1. Cut, fold up & temporarily secure weather RIM JOIST resistive barrier above header to allow for flashing Installation 2. Self -adhered fleshing plus head fleshing under weather BUILDING resistive bamer PAPER 3. Fold weather resistive barrier back over head flashing and 1 seal with tape 8 8 Scale: NTS SELF -ADHERED FLASHING V1/P01 EXTERIOR DOOR WT H DECKHISECTION A TW PO2 CEMT. FINISH 31LL/ POTSHELF-ADHEREDFLASHING LF/CHIMNEY SHOULDER W P03 FLANGED WINDOW _T FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE �A ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING UP JAMB 6", USE LIQUID NAIL BRAND FLANGED WINDOW REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01 ) LETTER ON CHEMICAL COMPATIBILITY SCORED RELEASE PAPER SELF ADHERED SELF- ADHERED FLASHING, r • (aaFORE FOLDING, SCORE FLASHING EXTEND A MINIMUM 6" R�AOry 6PAFERTOOwnOGE VERTICALLY FROM BOTTOM OF THRESHOLD z s ' MECHANICALLY FASTEN AS SECTION -A NECESSARY IN CORNERS THROUGH (SEE DETAIL WP02) SELF -ADHERED FLASHING SELF -ADHERED A--� FLASHING 2 SELF -ADHERED FLASHING CJ NAILING FLANGE t 0 4 DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS t 6 BOTTOM NAILING 8 UNDER DECKING FLANGE (SEE DETAIL WP07) 2 7 S HALF RO NED WINDOW G JWP04 EXTERIOR DOOR WITH DIECK W PO5 SELF -ADHERED FLASHNG SELF -ADHERED FLASHING W PO6 INSIDE CORNER SELF -ADHERED FLASHING DECK PROTECTOR SINGLE JOIST SELF -ADHERED FLASHING 1HO.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST O WP07 ERIOR iT. FIN. .DING PAPER PE n : 12.0 in cm : 30.5 cm) E LATH -DING PAPER F-ADHERED FLASHING IDOW UNIT 3 WP10 SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL FLASHING PATCH )HERED FLASHING 2 4 5 WINDOW UNIT SLOPE 0.3 in : 12.0 in (0.6 cm! 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. 3 WP11 MASONRY INSTALLATION FLASHING SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL MIN &" WATER VCE COATING ENTIRE PERIMETER R FACE OF BLOCK, THE INTERIOR OF NING AND THE FULL SILL - J SLOPE 0.3 in : 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER 0 WP12 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 Detail Instructions Refer to the number marked as ® in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor - 'Cement Plaster over block ' 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing 3 112" Unperforated Flange 7/8" Weep Screed Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. Awater-resistive barrier is described as a material behind an exterior wall covering that is intended to resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive barrier, Insulation, or for aesthetics, Including but not limited to, veneers, siding, exterior Insulation and finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Wherejoints occur, felt shall be lapped not less than 6 inches (152 mni The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages In a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently 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-reslstive barrier Is directed between the layers. Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry ofwater into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade INS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied pp membranes a used as Lashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: 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 complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed In the fenestration manufacturers Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2. In accordance with the flashing design or method of a registered design professional. 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/AAMA200, FMAAMDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built -In gutters. 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 - Building Paper -7116" O.S.B. sheathing Keep top edge of weep screed 2" below top of block - Vulcum cauk bottom joint only - Metal Flashing 3-1/2" Unperforated -' nge 7/8" Weep Screed 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all buttjoints need to becaulked using Vulcum caulk for all 1/2" Cement Plaster Finish Block 2 1/2" Perforated "' �• Flange 1/2" Weep Screed Slab Install bottom edge of weep screed 1" below 7 finish floor OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE Z m Z S Z t N U i WMtj w o O w Eo s ` ,tl1 c 4MFz-E Ul m 0 - 6 f� S U c) ' c 3 y m N _ £a&rn o a U ti<r; c v > 6 a d ♦ Affiliations: A�� '! ♦ Consultants: N to ti ti � O0 r g pp Wei toj N i .IDN m �0pp �I-$2 •"moo xi EuBg Qmrc-rnz �ti # ti 6 flip URp,"'o '. m i. f. I�'am yr�ic�8 Y. a oy G- C N 4 �� 6K�QQ9�+�iLLavn ui i gw£� CD '¢crn�E w n _ g �agwm fr LL LLKg,vNco Q c a i w°2$ UJRh�Q�lr 1Y p E 9 Tygan* ^r 1s 5� s � �J" a' Iu IV Builder: 1 , a M W = V ac LLI J W z �W 8M � a o O :) M C9 c 1♦ II Job Information: i N r I ro w i I I � j � p N C � OD dam' I \\ N 000 0) Li v / z QJLLJ J M U) U) tU-) LL ♦ Revisions: 1 YV 2 3 flModel Name / Number: 1755 ♦ Plan Issue Date: Wednesday, April 24, 2019 V1 KA PROJECT NUMBER: 19-2136 ' Sheet: � � Of: WATER PROOF DETAILS FILLED CELL (TYP) ;:•I 8" CMU W/ 3000 PSI I- , CIROUT & LINTEL W/ 1 #5 MIN. LAP 30" I (ACI 530) BM./CONN SEE FLR. PLAN FOR BEAM SIZE SIMPSON HUC410 W/ (18) 14"x23/4" TITENS & (10) 1od NAILS. ETAI L 1" = 1'-0" I SIMPSpN H2.5ATYP I I _ ' - IH FII lu 111 lu 111 III III a III ' I I ' III p� III ' 111 ' III III I III I11 111 III III III , III III lu ul I ul (2)MTS12 (2)MTS12 III ul ul nl ul ul III 141 IX I11 111 III 111 ROOF PLAN SCALE: 1/4" = 1'-0" PRE-ENG, TRUSSES SEE ROOF FRAMING PLAN ---------------------------------------- HEADER B LVL EAM OR 61/2Di" (SEE FLOOR PLAN ON E -' THIS SHEET FOR SIZE) (2) MSTA24 POST TO BEAM ; ABOVE W/ (18) 10d x 1 1/2" 1 SOLID PAD OUT , IF BEAM IS LESS THAN POST WIDTH ' SEE DET. ON THIS SHEET ; 6" X 6" #2 SYP 2x4 ; P.T. POST -1/4" LVL 1 X6"#2SYP i P.T. POST , I I I SIMPSON ABU-66 W/ 5/8" PAD OUT DETAIL x6" WEDGE ANCHOR SCALE: 1" = V-0" ; I I 1 ----------------------------------------- POST SECTION SCALE: 1/2" = 1'-0" 1. Y v )_ 4" 2500 PSI CONC. SLAB W/ ; 6x6 10/10 W.W.M., OR FIBERMESH/FIBERMIX ADDED TO THE CONCRETE IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VAPOR BARRIER ; , 1 4" PATIO SLAB —fit W/8" x 8" THK'N EDGE 1 1 i FOUNDATION PLAN SCALE: 1/4" = 1'-0" 14'-6" 3" 113„ � 30"x30"x12" DEEP W/ (3) #5 EA. WAY (TYPICAL) (2) 2 x 12 #2SYP. P.T. 6x6 POST NAILEDw/ 1ED � ----------------------------- J u (2) 1 3/4" X 11 1/4" LVL 2.0E FIB III y "' ATTACH BEAM WITH (2) ROWS 1/4" X 3 1/2" SOB WOOD SCREWS ®16" O.C. TYP EA. SIDE 111 III II III III 1 ' III III III III III C% III III III C 0 O ti LIGHT INSTALLED IN BRACED OUTLET FOR POSSIBLE FUTURE FAN III P1 III m III Wp III u� GFI III I 111 ADD FLLED CELL w/ COVERED PATIO WHEN REQ. M.L. Flo = 2800 PSI (MIN) DOOR LOCATION MAY VARY FLOOR PLAN SCALE: 1/4" = 1'-0" in 0 LO DM z Z o Z a (D Q 4 o. Z L7 0 o O w o o N m o^ o o rn IU o a� U ~ �Ys�o C n o Q � � ♦ Afflliatlons: A Cl "'=F B D. `C ♦ Consultants: IV Builder: Q� N W �a U ao J NO W �- m LU N o (� U. W a ca p LL z O O J a S M � C ♦ 11 Job Information: N N y W 0 = ca F v c � 00 z �o0) Uj p N M N 00 li N V z (23 0_IWDMa JmwU)Lcrl))UP ♦ 11 Revisions. 1 YV 2 3 I♦ II Model Name / Number: I 1755 I♦ II Plan Issue Date: I Wednesday, April 24, 2019 Fj KA PROJECT NUMBER: 19-2136 Sheet: Pi Of: 1410 PORCH DEC 0 9 2019 DEC 0 9 2019