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HomeMy WebLinkAboutPLANS- - - File Copy p6, TERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS �ls R318.1 CAST IN PLACE CONCRETE CODE CRITERIA A�Nd DOS S ALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT N0: TITLE 3�J EAMS A SLUMP OF 5" TERMITE PROTECTION H 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 (COLUMN A AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A PLUS OR MINUS 1", 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. EACH WAY. FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) REGISTERED 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 NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34,43 CERTIFICATE COMPLETE CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A CBUILDING OSED TO EARTH OR 1 1 2" TO FORM U.N.O. 4. CONCRETE COVER MIN. 3" WHEN EXP / WIRE FABRIC SHALL CONFORM TO ASTM h1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 5. WELDED THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 1 ALL REINFORCING STEEL /STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE &OIL &SHALL MEET ASTM A6 5/ SPECIFICATIONS FOR STRUCTURAL CONCRETE • (ACI 301-10) CODE REQUIREMENTS FOR MASONRY STRUCTURES -ACI 530-13 BUILDING ( ) Q 6. 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 NOTES REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE �ORACOR� USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION 1. METHOD PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUSTLINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SET 7-10 ALUMINUM DESIGN MANUAL- 2015 EDITION WITH THE BUILDING DEPARTMENT THAT EXPOSE S UNTREATED PORTIONS OF WOOD 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED T D FOR WR17TE APPROVAL. ENGINEER OF RECORD NAP FIRST CONTACT THE ENG THEY MUST FIR C C EPDXY T U L CONFORM TO THE THAT WORK SHALL C N OD REQUIREMENTS: IT IS THE INTENT THA 1 CODE QU 14 ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM of 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY 3. OPTIONAL BORATE APPLIED PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE ITYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE STRENGTH OF 1900 PSI ( Ym = 1500 PSI) 2, MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-12A. DEFLECTION CRITERIA PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. EXTERIOR WALL LATH ATTACHEMENT 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: SHALL RE OF CORROSION RESISTANT MATERIALS EXPANDED METAL OR 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 10Fi, ROOF RAFTERS LL/180 TL/120 LATH AND LeTI, ATTACHMENTS ATTACHED TO wOOD SHEATHING WITH 11/2" LONG, 11 GAGE NAILS HAVING A 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 CILL/360 TL/240 wOVEN WIRE LATH SHALL BE 7/18" HEAD- OR 7/9" LONG, 18 GAGE STAPLES, SPACED NOT MORE THAN B INCHES ON CENTER VERTICALLY. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** FLOOR I -JOIST*** LL/360 LL/480 TL/240 TL/24O HORIZONTALLY (R�, EF 2017 FRC R703.7.1). 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 *TL MAX 2" UP TO 40FT SPAN AND GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR **TL MAX 3/4" R703.7.2 PLASTER. 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. *** TL MAX 1/2" PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. GENERAL ROOF LOADING R703,7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY WOODBASED SHEATHING, SHALL INCLUDE AWATER-RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS ROOF (PSF) F P K00 (SF) ( F) ROOF PS ROOF PSF (PSI 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE TOP CHORD LL 20 20 20 20 LAYERS SHALL BE INSTALLED 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 TOP CHORD DL 7 7 15 25 LAYERS, THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. USE ONLY RE CONTENT 19% 0 R LESS U.N.O. ALL WATER PROOFING AND 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY (MOISTURE )• BOTTOM CHORD LL* 0 0 0 0 1. TWO 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPEPBACKED STUCCO LATH) OVER AN APPROVED FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD DL 10 10 10 SO TOTAL (PSF) 37 37 45 55 SYNTHETIC HOUSE WRAP. 3- SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. R703.4 FLASHING. CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 APPROVED ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SOX) DOES NOT. ATTICS W/ HEAVY STORAGE 50 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. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 - EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. WITHOUT WOODEN TOP PLATES. (NON -CONCURRENT) • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME PARALLAM COLUMNS: 1.8E Fo = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN - 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: CONSTRUCTION. • AT WALL AND ROOF INTERSECTIONS ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING • AT BUILT-IN GUTTERS. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 TOP CHORD LL 40 (PSF) COMMMENTS: EXTERIOR CEILING LATH ATTACHMENT A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL 1 COVER SHEET 2 FLOOR PLAN (D 3 FOUNDATION PLAN10 - 8 n, z W 4 ELECTRICAL PLAN Q y J N 5 ELEVATIONS a 6 TRUSS LAYOUT S-1 LINTEL PLAN to cD Q)u v S 2 DETAILS n 1 w WQ S-3 DETAILS ° _ S-4 DETAILS v S-5 PRODUCT INFO SHEET o = III E a WP WATERPROOFING DETAILS iim no M-1 HVAC �_ $ Y � o N ' ] O S of °�o $V Affiliations: B D,' `41 E V Consultants: T c~ N OD H 4m 'No W 3 € � I.- m is 4* rnz 3g rri `o {Amvg VY�y,^yz L.' �§R mfV� W "- G 0 U CL O ui LL a ¢ O g, W Z2 m" z O O Q o SdiVg Zg�:� mm S 48,0 Uak fa. U s rr o • E •44 - o Tp:U �rY 4 P E ASTM C 1063 NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD OIL 10 (PSF) �0pP!• 7.10. . IAMOND-MESH EXPANDED METAL LATH, FLAT -RIB EXPANDED METAL LATH, AND WI SHALL BE PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES ATTACHE HORIZONTAL WOOD FRAMING MEMBERS WITH 1°hIRI. (38.1-MM) ROOFING N DRIVEN FLUSH WITH N rZ,"•••"••* nr , R` THE PLASTER AND ATTACHED TO VERTICAL WOOD FRAMING MEMBERS WITH 6D C MON NAILS, OR 1-IN. BOTTOM CHORD DL 5 (PSF) a*A p✓� F J �A, c �F!£F"v6eryS':7L0 _ (25-MM) ROOFING S DRIVEN TO A PENETRATION OF NOT LESS THAN 3/4 IN. (19 ), 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 10 STAPLES DRIVEN FLU TH THE PLASTER BASE. STAPLES SHALL HAVE CR NOT LESS THAN 3A IN. (19.05 MM) STRUCTURAL PLAN SPECIAL FLOOR LOADING AND SHALL ENGAGE NOT L HAN THREE STRANDS OF LATH AND P TE THE WOOD FRAMING MEMBERS NOT 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS LESS THAN Y/4 IN. (19.05 MM). METAL LATH IS APPLIED OV THING, USE FASTENERS THAT WILL -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. Y si 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: PENETRATE THE STRUCTURAL MEM NOT LESS THAN ' 9 MM). WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) 7.10.2.3 EXPANDED 308 IN. (9.5 MM) RIB L L 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:FT 100 (PSF) MEMBERS WITH NAILS OR STAPLES T DE NO THAN 13'4-IN. (44.5-MM) PENETRATION INTO HORIZONTAL 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OFTRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) WOOD FRAMING MEMBERS, AN . (19A--MM) PEN INTO VERTICAL WOOD FRAMING MEMBERS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) Bulkier: +, 7.10.2.4. COMMO SHALL BE BENT OVER TO ENGAGE NOT LE S 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. STACK ROOMS 150 (PSF) y � OVER A RIB IB LATH IS INSTALLED. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL @ HAND RAILS (d) 200 (PSF) 7.1 SCREWS USED TO ATTACH METAL PLASTER BASE TO HORIZONTAL AND VER OD 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) Y L PENETRATE NOT LESS THAN &B IN. (15.9 MM) INTO THE MEMBER WHEN THE LATH IS ED AND SHALL 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) M NGAGE NOT LESS THAN THREE STRANDS OF LATH, WHEN INSTALLING RIB LATH, THE SCREW SHA S THROUGH, SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 3o (PSF) W ;Q BUT NOT DEFORM, THE RIB. STAIRS 40 (PSI) c 3 N W UPLIFT CONNECTORS FOOTNOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG 0 V cc Y M 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. I U Q TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A f4 z a 0 NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR iz J HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. 10 Z N MORE INFO. FIELD REPAIR NOTES GENERAL NOTES: E W �+ ~ BUILDER NOTICE: Q g 1z Iu c (J) m 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 titleblock of these J W tad 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 z W p PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to 'r, ®I $ CC -r 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to ¢ 100 z Q THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MI5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to -2 LL INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Deslgner/Engineer are not 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, the Designer misinterpretations M p DURING BOND BEAM POUR. undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the 3. FOR MORTAR JOINTS LESS THAN 1/W, PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. TO FOOTING ). information found in these documents. Any questions regarding the o Job Information: 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'A"x 2'" TITENS TO information found in these plans should be directed to our Quality /a MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS Assurance Manager at 321.972.0491 immediately. No backcharges 9 N MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. will be considered for reimbursement by the Designer/Engineer 6 without advanced notification and approval by the w 0 NO MORE THAN 10 STRAPS MAYBE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE Deslgner/Engineer. Payments will be made In accordance to the s MISSED, CONTACT THE FOR FOR SUBSTITUTION. terms of the agreement. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) 8 3 16d x 24/2" NAILS AND 5/8' ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT 2 ,�` U CO FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. c a MASTER REVISIONS ~ m z LO ro LI J J N (7 DATE DESCRIPTION 9 co y m (0 to m cn m = z gWFAHOMES � ~ �"m aDAMS_ oMwU)N� Of Northwest Floridan E � � Revisions: °g 1 YV 2 0 0 3 aV I Model Name / Number: rn 3000 GRUL BIREEE PARKWAY GGUL FBREEZE9 FLORHDDA 33256 3 N 1780 cPlan Issue Date: w a Tuesday, April 30, 2019 VI KA PROJECT NUMBER: SCANNED 8 19-2904 T MODEL 1780 St. LudeCountj)' a Sheet: Of: 0 F7) N L _m o COVER SHEET WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT AND FOR 2 STORY HOME IS 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 25 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® @ (+) 27.6 (+) 27.6 10 (-) 29.9 0 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 0 34.4 s O 50 (+) 24.8 (+) 24.8 O (-) 27.1 0 31.1 © OO (+) 23.4 (+) 23.4 100 (O 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x T-O" 16%0" x T O" 1-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 1 0 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2 "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND•BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(p#) 7pp BQT7pN1 O NO NUPLIFT BWi 16" 2 led TOENAILS O (2)16d TOENAILS SPF BW2 SP2 W/ (6)-10d SPI W/ (6)-10d 16" STUD, (6)10d PLATE STUD,(4)SOd PLATE SPF 402 FBW3 16, (2) SP2 W/ IS) 10d (2) SPI W/ (6)10d 803 stub 6 1 d PLATE STUD. STUD, a i0d PLATE No BW4 26" (2) led TOENAILS (2) led TOENAILS SYP UPLIFT BW5 SP2 W/ M-10d SP1 W/ (6l-1Dd 18" STUD, 6 106 PLATE STUD 4 10d PLATE SYP 4.39 (2) SP2 W/ (6)10d SPI W/ (6}1 Dd " BW6 16" STUD 6 1Dd PLATE STUD, 4 10d PLATE SYP 878 NO BW7 12" (2) led TOENAILS (2) led TOENAILS SPF BWB SP2 W/ (6f10d sp1 W/ (6)-J.Od -UPLIFT 12, STUD. (6) 10d PLATE STUD, (4) 10d PLATE SPF 535 BW9 (2) SP2 W/ (6) 10d SPI W/ (6}lod 12' STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 1070 BW10 12, (2) led TOENAILS (2) 16d TOENAILS SYP 0 BW11 SP2 W/ (6)-10d SP1 All (6F10d 12" STUD, (6) 1Dd PLATE STUD, (4) 10d PLATE SYP 585 BW12 (2) SP2 W/ (6)10d SPI W/ (6}10d 12" STUD, (6) 30d PLATE MO, (4)10d PLATE SYP 1 1170 BW13 NOT USED TOP O. F WA_LL.,-L_ OUBLE 2x TOP PLATE SEE PLAN MASONRY WALL OR ICY WALL SEE PLAN 9 2x STUDS PER DOUBLE 2X HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR J ABOVE MIN SIZE SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH --SEE MSO3/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/T AB &x 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" TREN HD 6 32" O.C. 7/16" OSB PLYWO W/ SAME EMBEDMENT W/81 RAILS AT 4-m SEE GENERAL NOTE#6 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 42 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SIPS AND BPS CONNECTOR$ CAN BE SUBSTITUTED IN PLACE FOR THE SPI AND SP2 INDICATED IN SCHEDULE ABOVE 5, IF "OW" IS INDICATED ON SECOND BOOR BASE CONNECTION TO IGNORED. SEE WF06/53.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW' IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ 8d NAILS AT 4' O.C. IN FIELD AND EDGE TO (1) SIDE DF 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 8. IF THE BEARING WALL 15 INDICATE[) WITH THE BWi BW4 BW7 BW10 THESE WALLS ARE ONLY RE SUPPORTING THE FLOORPLAT LOAN AND TA NOT HAVE UPLIFT, THE STUDS ARE TOENAILEDAN TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED (GUN NAILS) AND WILL NOT THE ANCHOR BOLT ATTACHMENT INDICATED E BEARING THE BEARING WALL SCHEDULE. 9. SP2REOUDRIVE ONE NAIL AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE D TABLE LOAD. TABLE LOAD. 30tl- 0.148" DIA x 3" LONG D COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPUFr(Lb) EL (3) 2 x 4 #2 SPF (4)- 16d TOENAILS 0 C2 (3) 2 x 4 #2 SPF DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 11/2" 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1 OR (4) -16d TOENAILS 0 D172Z W/ 1/2" WEDGE C4 (4) 2 x 4 SPF 02 ANCHOR* & (8)1/4- X 11/2' 2145 SDS SCREWS CS H 4 x 4 PS.#2 ASU44 W/ 5/8" ATR"* G - 6665 SYP POST & (12) - led NAILS U = 2200 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR'* G -12000 SYP POST & (12) - 16d NAILS U - 2300 8 x 8 P.T. #2 ABU88 W/ (2) - 5/8" ATR** G = 24335 C7 SYP POST & (18) - led NAILS U = 2320 C8 3.5 x 3.5 P.L 1.8E Fb=2400 PSI H005-SDS2.5 W/ (14) 1/4" x 21/2" SDS WS & 5/8" EPDXY 5645 (WOLNIANQED IF ST.) ANCHOR, OR ATR** 3.5 x 5 25 P.L. HDU5-SDS2.5 W/ (14) 1/4' x C9 1.8E Fb=2400 PSI 21/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF FX7.1 ANCHOR, OR ATR-* C10 3.5 x 7 P.L. 1.8E Fb-2400 PSI HDUS-SD$2.6 W/ (20) 11W x 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZEDIFEXT.) ANCHOR OR ATR**- C11 5.25 x 5,25 P.L. 1.8E Fb-2400 PSI HDUB-SDS2.5 W/ (20)1/4" X 2 1/2" SDS WE & 7/8" EPDXY 7870 (WOLMA.NQED IF EXT.) ANCHOR, OR ATR*** 7 x 7 RL HDU8SOS2.5 W/ (20) 1/4. z Ci2 1.8E Fb-2400 PSI 21/T SDS WE & 7/8" EPDXY WOLMANIZED IF EXT. ANCHOR OR ATR- -- 7870 GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" AIR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" AIR 5. IF (CI COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) B. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING ad 0131" X 2 Y"' 0.131" X 2'k" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF& WALLS 10d OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN SLOCKI NO & TOE 0.148" X 3 A4" 0.131" X 3 x." NAILS & TOP PLATE 12d 0.148' X 3?A' CAM' X 3 "4" 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 Ih- 0,131" X 3 k" (2) 16D(COMMON) SEE PLAN (3) 16D ( GUN NAILS) 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) - 1 314" X 11 114 ATTACH TOGETHER W/ (2) ROWS 1/4" X 3 1/2' LVL 2.0E FIF4600 PSI SOS WD SCREWS @ Is- O.C. TYP. EACH SIDE H6 (2) - 1314" X 7 1/4 ATTACH TOGETHER W/(3)ROWS 1/4"X31/Z 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 V-O" - 3'-11" (1) (2) (1) (2) 4',0" 9' 0" (2) (3) (2) (2) -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 MULT4'LY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" D.C. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2)- 2 x 8 42 SYP W/ 7/16" CONNECTION; PROVIDE (2) M OSB FUTCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON KFS20 TO WOOD POST ROWS OF 12d NAILS 0 12" OR (2) 9MPSDN HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. 12) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) BM OSS RIPLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF" (2) - 2 x 12 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) M3 OSB BITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 10 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2). 18/4" x li 1/4" LVL CONNECTION: PROVIDE (2) 2.0E Rr=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M TOGETHER USING (2) ROWS HTS20 TO W000 POST 1/4" x SDS WOOD OR (2) SIMPSON CMU OR (2).N,O. S 01 SCREWS ®16" O.C. TYP. COL. U.N.O. ON ROOF PLAN. ROOF N. EACH SIDE. (2) -1 3/W x 117/8' LVL 2.0E Fb-2600 PSI. NAIL BEAM 2 CONNECTION: PROVIDE ( ) M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 0 16" O.C. T'P. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4' x 36" LVL 2.OE Fb=2600 PSI, NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2' SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 01W 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 SEAMS 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. 3'-4" X 4'-0" 61-6" TEMP. FlXED GLS. WINDOW CNTR. ON TUB 0 5 ASHOWFR O 3xGARDEN TUB F Y NI MASTER BA. OPTIONS 3040 (1) PC. FIBERGLASS SHOWER IN LIEU OF LINEN CLOSET 3'4" X 4'-0" TEMP. FIXED GLS. WINDOW CNTR. ON TUB to 40'-0" 2,-4" 10'-8" 1g,-0" 7•-8" 4" © O wm om 25 SH 25 SH \ EGRESS 17'-6" EGRESS 4'-q" ?�` 5'4" 3710" \ Yi LINEN GARDEN TUB '; i ` OWNERS m `\ BEDROOM oD \ VAULTED CEILING \ \ TO 10' FLAT G.T. 2ss6 Lt°v m " OWNER'S [�/��'`J DAM 8'-0" CEILING I A AI A I ' LG1LyL11 ' 8'-0" CEILING ' _ R 8'-0" CEILING 14,-0„ 1 2,-6" 5'-5„ 7--1„ 3,-8„ 5, 4" V v___ ______ ___ R/SH 2868 ' I O I W 5 SH's 1 � 2668 1 Os N a N W BEDROOM 2 VAULTED CEILING 1 TO 10' FLAT I, o I `'� r da 6-8"„ g'_q" 0 N O u~i m 3'-6" 3'-0' 1 FAMILY VAULTED CEILING TO 10' FLAT I 18'-6" S01 `v, 82 N 10'-0" CLG 1 ti 2668 A = VERIFY LOCATION N ___________ ';w; w BATH 2 d7 R/SH _ 3 8'-0" CEILING 0 --- O --------- 2868 . - tf 1 L4 N M I I DRYER VENT THRU ROOF MAX LbT 35'-0" BEDROOM 31 VATL 10' EILING - 0 I � � I E3 . FIANSON BOX Ld 36" AFF I ex. N F(' A/C in al 0 Wlm ZC7 Flo " O b a " o o b ti to w o PROVIDE PLATFORM FOR AIR HANDLER - VERIFY SIZE W/ MANUF, q ED m 10'-0" N CEILINGDLW 10'-0" CEILING '` Cy inI I 9'-4" 3'-6" 2'-10" 36" FLAT BAR TOP ON341fa" WALL i p , g - = O o , cc 2 O I- ---------------L------ --------- - -------- I UM DBL. SINK I KITCHEN VAULTED CEILING 1 TO 10' FLAT m o1 W/ BUILDER 2868 5'-2" 3'-S" 11'-10. " -` ' `- , ; , ,"_ H NOTE: BUILDER TO PROVIDE APPLIANCE PROTECTION IF 2668 REQUIRED BY MUNICIPALITY. SEE SHEET 4 FOR DETAILS "Y N 5 SH REFRIG. 4668 - 12'-6" 6'-10" 5,_2" -- -----------{\150" (----------- ) PULL OWN. SIAIRS 5'g. ` N LOCATE IN FIELD \ ... 224F2_ x54" : v \ BW2 \ 93 0 N DINING \ : VAULTED CEILING \ GARAGE GARAGE (9 ' ' � TO 10' FLAT \ 8'-0" CEILINGCIA MS03 FOYER , , `3 •H \ \ �? S-1 x \ i0 "---------------------------------------------- a G.T. ELEV ONLY) \ _ - _ _ _ _ _ - _ _ _ _ _ _ T _ _ O _ _ _ O _ 306 , : ENTRY i 35 SH HOSE BIBB - G.T. IS ELEV ONLY) 6'4" 2'-4" 7%0" L 2•-4" 2',0" , ------- -- BM9 2 SQ. do MS12 O S2 COLUMN 4 to 16'x7' GARAGE DOOR 10 gut 4'-8" CD21 2'-0" 16'-0' 2'-0' 5'-S" 14'4" 20'-C" 20'-0" 40'-0* FLOOR PLAN SCALE: 1/4" =1'-O" ELEVATION 11BR I LAJ +27.6 / -29.9 1 ( B ) +27.6 / -37.0 1 J +26.5 / -28.8 I ( U ) +26.5 / 34.4 O+24.8 / -27.1 O +24.8 / -31.1 O+24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. MIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES LID Z Z 0 9 WALL LEGEND z FRAMED WALLS /1� BEARING FRAME WALL w 46 ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING O w Tro o o ATTACHED PER NAILING SCHEDULE ACT AS _`o N c M' E nSHEARWALLS. SEE PLAN AND WALL SECTIONS FOR @ m D 0 STUD SPACING AND GRADE. n U P- rnD w Q 06y MASONRY WALL '. _ 0. rn O a ♦ Affiliations: 0 3 / 8 D"'I C GENERAL NOTES A Eto ♦ consDitants: 2.6) If water based celling text = 3 N N OD Provide "h" gypsum b OC. -' ... rn4 ,um # H 00 >Mused, o.C. Framing. g • _ $o d m yard may be used I.LO. Q mO1z (i /8"type" ard must be ceiling beneath hab tf n • s Bse fng's e U) fn a�¢ O R302.5.2 Duct Penetration. Ducts In the garage nOf trating the walls or ceilings se the dwelling eshall be ed Of min- Y a C 2 - Fo nw', I�i a' H31 S E ¢ zgJiLL� O to )mum No. 26 gage ( t steel, 1 Inch min- w`�.� a w rn z `1 e Ts IMIM Imum rigid non as 0 o Ct board, 'g m g Z E, Z E E ^°2, a _ or othe materfal and shall have s k g s11 m�•, d �' " �; 10 garage. l R302.5.1 Door from garage into house must be a g g $ b �. /-� 1 V ~• w'� minlmum 1 3/8" sold wood door, solid or „ 'L ❑ ❑ ' F7 honeycomb steel door, or 20 Minute fire rated door. 1 oors and windows providing direct access fr the �'= •*•., ry '� ho of Shall be equipped wit a larm ......1L r \•".,•w" complying w' hat has sound°t••, pressure rating Gf 85 . The exit alarm shall a - Produce a contl' Ia we the door or e wfndo Ed Unless a safety barrier with 10 v .17.1.1 thTou h R g 4501.17.1.15 is installed y Bathroom exhaust fans must vent to the exterior of Y the building, exhaust to attic space and soffits is not ° acceptable. Ventllatlon shall be permitted to exit through the soffit if solid soffit is installed 5'-0" on each side of the venting. 2 a 5 R302.6 The garage shall be separated from the residence and it's attic by not less than 1/2-inch ♦ Builder: (12.7mm) gypsum board applied to the garage side. w Garage beneath rooms shall be separated from all habitable rooms above N by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation Is a floor -ceiling assembly, the structure supporting the separation shall also 9 3 j (a W protected by not less than 1/2 Inch (12.7mm) r i'K •? N gypsum board or equivalent. 1p Q O _ M no V R312.2.1 Window sills In dwelling units, where the E!z a O opening of an operable window Is located more than 8 N LIJ ,J 72 inches (1829 mm) above the finished grade Or - N z surface below, the lowest part of the clear opening E !� cLL1i W of the window shall be a minimum of 24 inches LAI IIL (610 mm) above the finished floor of the room in 4 o m W C t which the window is located. Glazing between the 0 N r v' floor and 24 Inches (610 mm) shall be fixed or have ¢ LL, L openings through which a 4-inch-diameter (102 mm) c J W a I� sphere cannot pass. 0®(z � R308.4.2 All windows within 2'-0" of doors and in 2 o O LmA. O 0 shower or tub areas will be saftey tempered glass. - o O .3 Ceiling for exterior entries and covered porches to have 7/16". span rated OSS nailed per zone on 10 roof diagram haling &chedulelomlJIPEPW. a `s ♦ Job Information: . EC: R402.2.4 Access doors from conditioned spaces to O unconditioned spaces (e.g., attics and crawl spaces) °' C: shall be weether5tdppetl and insulated to a level equivalent to the insulation on the surrounding n surfaces. . Laundry Note: (Unless noted otherwise) Provide dryer vent t1Tr1J roof max. Igt. 35'-01, washer &dryer units N ry (washer unit to be always on left side when facing E V units) hanson box @ 36' aff (0 m O 7O fl rch Ceilings: (See plan for the followin U O 0 sum: a 4fzZ (D Lf) " exterior sail be attached to all o framing mem► I� rovided at perimeter. N .0 a The oard shall be attac �1IA" mUj J M a I Screws at B" O.C. In filed and edges. m d 7/16" OSB own underside of roof trusses shall be M > (D Lo M (1)C: U attached to all framing members with 2x blocking nQ provided at perimeter. The OSB shell be attached w/ 8d 2 Z ~ J W 11 nails at 6" O.C. field and 4" O.C. at edges or 7d screw - 0 M �"1 CV shank 3" O.C. field and 4" edges. 'm J W r J en LY LO ♦ Revisions: m 1 YV 2 s di 3 ♦ 11 Model Name / Number: U y 1780 AREA CALCULATIONS *11 Plan Issue Date: - N a Tuesday, April 30, 2019 1st FLOOR 1780 S.F. �i Vi KA PROJECT NUMBER: TOTAL LIVING (AC) 1780 S.F. w Y a o 19-2904 GARAGE 391 S.F. Sheet: p Of: COVERED ENTRY (BASE) 38 S.F. COVERED PATIO/LANAI 117 S.F. z �Q FLOOR PLAN TOTAL AREA UNDER ROOF 2326S.F. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH, IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION GRADE REINF. SEE PLAN Z " o T; P (2) #5 (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION OPTIONAL CURB FOR VARIES MASONRY @ ELEV. O'-0" F.F. _ W/ (1) - #5 BAR CONT. ) 2 STORY; 20'—X 20" REINF, SEE PLAN -... ..-. _ _ REBAH 16" (2)# 5 REBAR BEARING FM01 I SINGLE STORY FTG 1/2"=1'-0" FMO2 SECTION @ GARAGE 1/2"=1-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR / FERENCE FMASW FOR STEM WALL OPTION REINF. uir. SEE PLAN _F� S N ao ib I B" (1) #5 REBAR CONT. • '�.-' .. 20" (3) At 5 REBAR FM03 THICKENED EDGE 1/2"=1'-o" FM08 2-STORY FTG. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH" 2x BRG. WALL IF GREATER THAN 24"' CONTACT FOR OR (SEE FLOOR PLAN FOR REFERENCE FMASW FOR STEM WALL OPTION MORE INFORMATION) PROVIDE 13" WIDE 'GAR. NT WALL RECESS AT GARAGE ARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. FLR. - N k� ALIGN DRIVE W/ BOTTOM OF (2) #5 REBAR RECESS & PITCH DRIVE 2 STORY: 20' X 20" 4" CO NC. DRIVE W/ 1/2" EXP 1NZf3)-#5CQNT,2 STORY: 20" X 20" JOINTS 10" O.C. TYP. 16" —(2) #5 REBAR W/ (3) - #5 CONT. FM09 I SECTION @ GAR. DOOR 1 1/2"=1'-0" FM10 INTERIOR BRG WALL 1/2"=1'-0" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) SEE PLAN SEE PLAN 8" r 4" 16" 4" 2"#5 REBAR FM11 STEP DOWN BRG. 1 1/2"=1'-0" I FM12 STEP DOWN NON BRG. 1/2" 1'-0' SEE PLAN OPTIONAL CURB SLOPED GROUT a SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" o y TYP. SEC. (1)ELEV. #5 AR WITH CURB (1) #5 BAR CONT. R 8" ,I• (G.C. VERIFY) Z � F.F. REINF. f io i A _ _ • (SEE PLAN) 2 #5 CONT. INSTALL LINING * w 2 #5 BENT BARS W/ ATERIALS PER """ - MIN. 25" LAP SPLICE M yy ~ MUDDED FLR1.kMIN. SLOPED TO DRAIN #5 CONT. FM14 SECTION @ RECESS SHOWER 1/2"=1'-0" FM18 TYP. STEP FTG. DETAIL 1/2" 1'-0" ALTERNATE: — REINF. THE REINF. BARS SHALL BE `#5 CONT REINF. GRADE SEE PLAN CONTINUOUS AROUND CORNER SEE FNO. FOR BY COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 25" Tp #5 X 25" X 25' o c CORNER BAR ONE N E FOR EA. HORIZ. 04 REBAR, TYP. U.N.O. (2) #5 REBAR 16" A/C CHASE - -• = 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM19 I TYP. CORNER BAR DETAIL 1-1/2"=1'-0" FM23 I TYP, FND PENETRATION 1/2"=1'-0" STEMWALL SCHEDULE STEM HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (O.C.) IN STEM WALL %q,.STORY d 2 STORY b 1 STORY b 2 STORY O'-0"-2'-0" 10" 16" 20" W/ (2) #5 BARS <674# 61S" >2'-0"-3'4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" 00 >3'4" - 4'-0" 12" 32" 32' W/ (4) #5 BARS S45# >4'-0" - 5'-4" 16" 16" qg^ 48+ 15 BARS CONT. O.C. TRANSV. 1162# S" 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 1 EA. VERTICAL REINF. BARS #4 TURN BAR @ STEM WALLS GREATER THAN 4'-0" (1) #5 GRR.. CONT. TIED' EA. VER ICAL REINF- FINGR E-8" MIN. TO TOP OF STRIP G. -� COMP TED CLEAN FI IN M 12" OFFS STRIP G, Y OF REINF. CHEDULE (3 SHOWN) 2 ®s 9� y s. s s. COVER d FMASWISTEM WALL SCHEDULE SCHEDULE 'j -"3 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. "M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND -VERT. F.C. ABV. FDN. WA EN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND PER PLAN SPACING #4 TUR S ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO EE NOTE TIE INTO VE BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM #8 3. IF STEM 15 REQ 15k E HIGHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTIONE INFORMATION 4.G.C. TO PROVIDUA RACING OF STEM WALL WHEN UNEVEN BACK *16" FILLING IS TAKINE.C. 5. #5 HORIZONTALR BARS W '-0" LEGS IN KNOCKOUT BLOCK @ 16" " e " O.C. VERTICAL. ED SOLID WHE WALL IS GREATER THAN 4'-0"O.C. TALL (TYPICAL ANERS)6.IF STEMWALL IS N 5'-0" OF POOL OR WATE URE FOUNDATIONSTO BE A MINIMUBELOW BOTTOM OF POOL OR FEATURE."SEE NOTE 5 7-ALL STEM WALLTER THAN (4) COURSES SHALL BE F ROUTED.8. R.403.1.4 MINIMPTH: ALL EXTERIOR FOOTINGS (BOTTOM) S EPLACED AT LEASBELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0- TALL NITS 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" 250D PSI CONC. SLAB W/ 6X610/10 W W F, OR MINIMUM .75 LES OF FIBER PER CUBIC YARD RBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES, 3 6 INDICATES FILLED CELL W/3000 PSI CONIC. FROM FiR. 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 SIZE DEPTH REINFORCING GRAVITY CAP. Ibs F1.0 1'-0" X CONT 1'-D" 2 #5 E.W. BOT. 20DO F2A 2'd' X 2'-0" 1'-0" 3 #5 E.W. BOL 7200 F2.5 2'-B" X 2'-6" 1'-0" 3 #5 E.W. DOT. 11000 F3.0 3-0' X 3'-0" VO.' 4 #5 E.W. BOT. 15600 F3.8 3.6' X 3'1" 1'-0.. 4 #5 E.W. BOT. 21500 F4,0 4 0" X 4' 0' 1' 0" 5 #5 E.W. BOT. 28000 F4.5 4'$' X 4'-6' 1'-4" 5 45 E.W. BOT. 34500 F5.0 5-0' X 5'-0" 1'1.. 6 #5 E.W. ROT. 42500 Ffi,U 6 q" X 6'-0" 14° 7 #5 E.W. DOT. 61500 LEGEND 0 - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES CONCRETE FOOTING 3" TO SANITARY PLUMBING RISER SEWER I rem t3.1) l— N m M03 3.1 tm ,-4„ F2-5 r--, I III TUB VERIFY III '� 1 , II�DRAINW/MANUF.�II `,- " R o W/C I LL L I 3.1 , I _SLOPE _ I� 1 --------------- , I 3.1 STEP DO N 4" , , e N ' � , I 00, ; h , ' I 9� , ■ � Oiy ' ■ s/O I 1 /1W10. ih I 7'-2'h" 2'-11'`/z" 3'-2" 6'-10" I I I� , ■ , Q ' II III HVAC ' iq UB I ` — 23, TUB) ■ t�1Y o iF2X8 WALL—------------__�` in ' ------------------- i 4 ■ 'G_K_PROVIDE ' CHASE ✓�' FOR HVAC UNIT --- -- -- 9 D/W I ' L - - - J i ■ DBL. NK PROVIDE ELECTRICAL ' ' I" 9 & PLUMBING SERVICE , THRU SLAB @ ISLAND ' I S' 3.1 if�i L 6'y LOCATION ' S ' IWASHI m (REFER TO FLOOR) I ;n — — — — — I i. — — — — STEP DOWN 4" I ■ W.H. I I REFRIG. I , zo Y rn , SO'-2" C.J. I 0 m —;--------CJ. , -------- I I q I ' FM 2 W I o cov 1 1 3.1 N 1 , I q' ' -------------------- FMOS I ' STEP DOWN 4" 20'-011 4'-4" j' 0 0 N ■ FMO2 R HOSE ' 3,1 6 4" 2 -4" 7'-0" 2 -4" 2'-0' co FM09 BIBB ' i (2) #5 BARS 3.1 (2) #5 BARS ; FM03 ' 12" SQ. CMU COL. W/ W/M EA. F.C. W/IN EA. F.C. ' ' 3.1 2 #5 VERT. GROUTED - - -- SOLID F2.5 4'-8" 2'-0.. 5'-8- 20'-0' 20'-0" FOUNDATION PLAN SCALE: 1/4" =1'-0" ELEVATION "B" 11 Z � Z g Z �Q) w T 'O w O11 � c aMF-E Fm 0 u IM U map'_ 0 O Y 2 r 0� rn 0 a C, w < F 0 Q P d 1VI Affiliations: A C �? B W: ♦ Consultants: N o w ti ti�pp �Bg�ik QErmz Ci lJi <Li ^¢z¢ 0) x•��Ba�((ONc"�IJc� O- � wJ bb oi� O +� H �C7 Q am °MLL a O z E w°a W mcrn� mm �- qg Ulu Q IS �E + Yrl 1 ♦ I Builder: a� � � N LV � �a U ao � N O Nuj o W o cn LLI < F— LU o p Z O O 1♦ I Job Information: O C O �N 3 O�M � m O U Q 1H w J N (n (O Lf7 M m 2 z�- Um In a) ® Jry� Lu:D (N t� _I U) W U) Ln LOL ♦ Revisions: 1 YV 2 3 Model Name / Number: FVV 1780 Plan Issue Date: Tuesday, April 30, 2019 V1 KA PROJECT NUMBER: 19-2904 Sheet: 3 Of: FOUNDATION PLAN 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 = 1780 x 3 = 5340 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 33,887 SUBTRACT 100% OF FIRST 10,000 -10,000 A= 23,887 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 23,887) = 9,554 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 36,554 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 152 LOCATION OF BARRIER TO BE 1'W IN FRONT OF NEp1.OR APP.WMEN NEOVN® MIRE-10DIA 9CK4OSTE9.P•E G VANIZEO. WATER IIEATERFROTECVON N.4' DIA.8CH.406TEEL %PE .� 1413-.4%' WAi61 NEATER PROTECTION WATERNEATERPM 0TION A A NOR BOLTS MN..DMEN EABEDMENT TOP OF BLAB 9-EEL P lO _4 4'MIR gANffTEN SECTION A -A FM24 I PROTECTION BARRIER N.T.S. ASSUMED EDGE OF WALL 4 f° 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. 0 I I I I I _ a m m I I� I�H I!leii� • / FAN CM ., / PREWIRE I El I • - CHIMES I FAN PREWIRE � p 220 GFI I GFI I WP db GFI GH AT W.H. 220 c"" AFF ' I , IrLU / ATTIC ELECTRIC z iF REQ'D BY CODES Ua ------------ w a LU w L1L•D GFI GFl� �-----` �ISP GFI GFI AT 42" AFF -¢-- - \ FOR GARAGE _ DOOR OPENER _ Y I I / I I DOOR, BELL WP GF1 \ I I I I I I ------------- `I' Y COACH LIGHT — _ COACH LIGHT WP GFI +FANPRE I ' , I I I R I / " I � IFOR— R HOOD I i 1 1 1 I I I ELECTRICAL PLAN SCALE: 1/4" =1'-O" ELEVATION "B" ELECTRICALNOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39"AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12"AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBC-R E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. S. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10, IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBC-R E3902.6 14. IN ALL AREAS SPECIFIED IN N. E.C. 210.52 AND IN 5th 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). 15. 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 C FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE .11 0 El TRACK LIGHTING SCOUNCE ( WALL MOUNTED ) FIXTURE 110 VOLT DUPLEX o CEILING FAN OUTLET 4b 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT ' DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT U 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET DISP 0 DISPOSAL TV❑ T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® L.E.D. DISC LIGHT El JUNCTION BOX WP WATER PROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT 1 C INTERCOM SYSTEM ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 15C OR 200 AMP SERVICE 150 = #1I COPPER OR 2/0 ALUMN. 200 = 2/0 COPPER OR 410 ALUMN. \ / IN 2" CONDUIT METER UNDERGROUND SERVICE BY—H POWER COMPANY INTERSYSTEM) BONDING TERMINATION MAIN DISCONNECT 150 OR 200 AMP DISCONNECT # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL It 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE # 8 TO HVAC `#4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. ST. tiU Z 1/ Z S Z (� to (D 4­1 (1) o W EP Ln c R$i E to F m o$ 0 f6 eB-e U mow m W O LL N gm iQ d IV I Affiliations: 1 BI1ID"'1 T -* ;r ♦ I Consultants: m m P, a pti L AS U')m tLT GogiFa� Q N^z ci xkak U vNpz LL LL 8 m s g@ 0. .`°-2 u Ex �'o..S a O E c1 a, N EE gg LL C70�oq�5°'a a O Z cvFL 3 Z `� In . mow G= LJL IL 9- w W gpm0 m m p QrL 8 5s 8 �Nam� o w w O¢ N ❑ ❑ ❑ 1 ♦ I Builder: 1 Q w 3U) N W_ �a U aG J W �y N z F 5 LU S al m LL 4. z O o M� ♦ Job Information: Q) 0 O CO U 0 O Q) c-I L0 W J 0J 70 Cp LC) M (5 m c 2 z H � U • M LLI t0 N i dU)� _ p _j w D M� _jm(nc�LnU0_ ♦ 11 Revisions: 1 YV 2 3 IV♦ I Model Name / Number: I 1780 Plan Issue Date: Tuesday, April 30, 2019 TI KA PROJECT NUMBER: 19-2904 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION Formula = 8F / 300 / 2 * 144 = net sq Inches of venting needed equally for Intake and exhaust T.O.M .FLR.-- HD. HGT. ■ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING pP ------ 4 FIN_FLR. -- ------------- — - — - — - —- - 35/2 SH T.O.M. 60 FIN. FLR. _ _ _ _ v n n. 6 i 25 SH HD. HGT, zo m 25 SH j D FIN. FLR._ — _ — ■ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING _ _ HD. HGT. ro _ FIN. FLR. OD :868 FRENCH DR. 25 SH 25 SH REAR ELEVATION "B" SCALE: 1/4" =1'-0" 25 SH 25 SH T.0 OFF FUDGE VENT ------- 25 SH RIGHT ELEVATION "B" SCALE: 1/4" =1'-0" LITE TEXTURED DECORATIVE CEMENTITIOUS COATING LEFT ELEVATION "B" SCALE: 1/4' =1'-O" 12" X 22" - DECO VENT -1 —12 6I 16" X 30" - DECO VENT Soffit product provides _ 4,12 net sq In / sf Ridge vent provides Off ridge vent provides 1&00 net sq in / If 138.00 net sq in / sf Overhang distance 1.33ft S.F. of Area to be. vented (SF) 2385 s.f. Total needed forexhaust for upper 1/3 573 netsginches Total needed for intake (soffit area, lower) 573 net sq inches Number of Off Ridge Vents for upper 1/3 needed 4- L.F. of Ridge Vent needed (can be used in combo with ORV) 32 Lineal Feet of Soffit needed to meet required Lineal S.F. provided by plan 104 200 M5101 NOW I 16'x7' GARAGE DOOR 3068 DOOR \-12" SQ \—LITE TEXTURED DECORATIVE COLUMN CEMENTITIOUS COATING FRONT ELEVATION "B" SCALE: 1/4" =1'-0" Al (D Lo Z Z o Z D uo Y o_ m Z (� w ohm w L1) c NMr: E V) m O Q V U �o� w am 0 ~ 5 ® 0� � Q P V O Affiliations: Cg E Consultants: LU 'Q q@ Oa E$ f� •. aC'3 OP f.m.V N0 z_ ymU.Fa0B� b �aA�NO.mc n IJLLaJLL uaJLLi 0 04 ggg5®aozZ i O ¢ .k_ Z JA 2, No10 LU - i M w Z. P: �•j I f y Q N S �J¢ q� �•� �N a 3 '° EA E E x� G g C.: li .." r Y OT ty Q 0 ii d o Builder: v Ei fA 3 W N a 'a O M YN W _ no Q U z d C N J E Z N O U J 4 u "' w Q ILL N a w �Ny •a° ®I o J w L.L U O o p o W v' N Job Information: 01 d O O 8 � v ` / co M w O O N o a z 0 In N J (Y) a LLI m > CO lL7 In C U d g z �sUm� p J W'M^ N F J ,^ vJ m vJ L!j LL Revisions: YV m 2 2 O vi 3 Model Name / Number: 1780 Z Plan Issue Date: Tuesday, April 30, 2019 VI KA PROJECT NUMBER: 19-2904 o Sheet: � Of: R U ELEVATIONS - B SEE DEl G.C. TO PR( BLOCKING 1 W/ APA RE( FOR SPAN F 7/16" OSB. SEE DETAIL ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS L4 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS 20'-0" MAX 20'-0" MAX TB03 EQ. W R CONTINUOUS BOTTOM CHORD v BRACING 2 X 4 MIN. SEE DETAIL TB04- - - - "X" BRACE SEE p IVIDE DETAIL TB01 d' 0 COMPLY :OMENDATIONS- ATING OF 0 TB03/S-4 a Q - - - - - - - UZI ti - - - - EQ. TOP & BOTTOM CHORD GABLE END BRACING @ � 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINQT14AT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE Of PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBOS REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 1/B"=1'-0" O O 9 _ROOF NAILING ZONE DIAGRAM O NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL ROOF NAILING SCHEDULE. O NAIL AT TOP PLATE TWO ROWS @4"D.C.W/8dCOMMON NAIL O NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL INT. AT 3" O.C. W/ Sid COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.0 ON EDGE AND 6" O.0 IN FIELD ZONE 2; Sd RING SHANK NAILS E O STAGGER ALL VERT. JOINTS &NAIL @ 4" O.C. ZONE 3 8d RING HANK 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 O PLYWOOD SPLICES @ HEADER- NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS 4" O.C. SHANK NAILS) NOTE: @ O (2) 8d NAILS @ 3' O.C. TO EACH TRUSS END OR @ VERTICAL ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD MEMBER IF GABLE END (TILE) OR 7/16" OSS MIN. (SHINGLES) SPAN RATED 24/16 NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8". STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA X 13/4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32" OSB (2)- 2x TOP PLATE 15132" OSB EXPOSURE' EXPOSURE' BEYOND SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM II II II I II II II II II II I II I I II II Cn u II II II II II II © LOOR SYSTE W LSHEATHING VERTICAL - - - - - - - - - - - - - - - - - - - 1 II I I II II I II II SOLID 2xI BLOCKING @ ALL wo SHEATHING m Yi EDGES (SEE jSECTION X-X) NIII III III OPENING III II - - IN - - I II II I nl III III III III _ In a II III II II II III II II II II I II II II III II II I I W 0 2xSTUDS W = `� BEYOND. w SEE PLAN o r i5� 3 T _ _Ir I II I I III II I I I I II I III I I I II I III II II II I -I Ilifiaa I HORIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL SPACING �- 2X4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 42 SPF TURNED VERTICAL WI 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL WI (4) 8d NAILS (2) Sd NAILS @ 3" O.C. ALTERNATING STAGGERED BLOCKING SECTION X-X 'CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. ROOF CRITERIA -16" OVERHANG @ EAVES U.N.O. -12" OVERHANG @ GABLES U.N.O. .SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION -SHINGLE LOADING MXNFLRIP9dEpAEFOR:pMMS NOMEa-1>RO BB.xY OMSIP WPPIIG PORT igUSpCNpL.. LAIR MXXEC1Pq 1" .. (OXNE(1Gfl WLIFT pE➢Gry ap]IXG i.151ENE18 NOR9 fl1V fl5V.O3G �V. G]p M]MV MER 108. E380L t/8 --i99 p", las XETAtb/I.II II. IBSM III I0dx I In �J A.,%"IM W."A fJIp L/a '. �fiW p"lns. X10A/lINT"11E9MW 1I'. (IMI.,I.. 3.1/2" P01 A04.. L/N �949 p",las - NETA,6/XETpl6 18,0"/'W1 N)I(Id -]R" (9)1. a/2" _ 0➢S rtl L/M/P lfielxy l¢5 i6 (NETN6/NEipl6 aM/38IM/1fl10p 19)Iw i-I/S' .I L/M/fl .: <EL3 pa,ln5 (2)NEip36/XI15/ 11HFTAl6 'tt135N/SO9M/$ISSN DGI IUd. iI/2" . (26)16d s 2,IA (I.)iddxi VZ pH9-pl4 L/M/N �0,3 Na,las XETpl6/NIOp/XEIpl6 38,M/1346N/IHIOX 19)IW x 1-1/2" INN 1,1 1/1' 191Otln 3-th" Av0 L/M/R 4.1.,las R ET .I"I ,6/RI"Ei 1 IIUIk/6]9PV/2H35" (10.,1 8 rz' 9 LW 2 1 1 Ddl vda ft E.IINIz^O.c. I UM BNG. a0t.9% L/M/N ]A35Nwlaf HETp 16/XEEAlb/H304 ,alM/SHIW/134M 9,Od l- 2' 8 Ual loax 11/2- _ - _. 1H.. Mpry �CNRE / oAR of wY(lltf: WIE OE TWss..EI 4/2V20M q GMBM MO EB BFAMMG LOCpiIONS qQE REFEREXCEG O q 55 MVFPLTVgf NI V59 MWING1' PltC WNRTO R9 A4ES M".EOH PP0GIK3 ccn III n n n n n n n n n n Q n LO M T �1 R lJ lJ r r L./`i I NI -D- Z_ i T BACK TAILS TO INSTALL RUCTURAL BEAM FASCIA. ITALL (2) 2x6 #2 SYP TO USS W/ MIN. (4) 16d NAILS, EN INSTALL SIMPSON A35 TO USS E 1210 8, A10-A14 'P. BOTH SIDES) SIMPSON -CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE NARK TYPE CONNECTOR FASTCNMS OFF SYP CONNECTOR&FASTENERS OFF SYP OFRAMETO HETA16wIM)l0dx 1 JIT OR 1]]5 HTA16w1(101IW xi L2'UR MASONRY HETA20 w/19110dx I1IT' 1810 H'A20 w/I10)lWx1 VT 1585 1015 B FRAME TO FRAME Hl.A v✓;t OX10 NALS 6Jb 600 HTTA vJ (IONS NAILS 666 B70 © FRAME M HIM./(18TIOdx 11R' To 6 1MO RTI AWO7)l0dx11/2- 1160 1350 FRAME H10A.2w/(18)l0dx11/Y'AT2pLy TRUSS 10]0 INS RTI&2w/(1S)10d 111Q' AT2 PLVTRUESES 8)5 it60 O FRNAMTO MT912v(14)10dx11'T(ATE%TERNOR MTW12wAII)IM011Y'y.TEOERNXi FRAME LOCATMINCLWE(3)12C TOENAILS) am tUOU LCCAFION INCLU0E(312d TOENML9) 1U06 1,80 OFRAAETO MGTwA22O0JNAILSMDMPAT.R.9u12" MUG7l5.A2B)l0d NAIL9AND6,8"q.LR. w/ MASONRY EMBEDM IWSIMPSON"$I"EPO%Y 3390 3885 1TEMBEUMENTWSIMP90N"3E1'EPDXY 3330 4495 OFRAME IiTS20w/(A)100x1 I12"(ATEXTERIOR IIIMOw/(24)1Wx1 IW(AT EXTERIOR FRAME LOCATION INCI.UDF(MIN MENA,S 1za6 1a60 LO MCN IND UDF(3)IN TOENAILS t298 t6al Q PRIME TO (2)H7W0wl(48)lodxl W'(ATEXTEMOR M I4OAQOWN5)10dxl t'T(ATFXTFN0R FRAME LOCATION INCLUDE TOENAILS 2480 2900 LOCATION INCLUDE M)IA TOENAILS (EA) 25]J 3080 FRAIAETMASONRY HOT-2W 1810d NAILS AND ( ) SY' A.i.0. 21 HUGT2 w/ 10 Od 8 ( NAL MD(215N8' A,T.R. O MASONRY wl l2 BM9POMEN PSON'EEr BASS 10980 w112'EMBEDMENT.IO S 7010 4190 F(Al EPDXY IHGTJ FpH J.PLY) 3-S Y)9ET' EPDXY (HWT3 FOR 3.PLV) OFMMETO H FGTR.1(18)IMx 3"SDSWOOO SCREWS RFUSW'(12)WS3WOOD8CR HAND MASONRY AND (2)t/l"x b" TITEN HDANCHOR BOLTS 3800 5000 (4)y4"x W WEDGE -WI -T 36w saw ® FRAMFTO (2) LOT2W(32) 16d91VKERS&(14) 1/4- 3]204N AM (2) LUOT2 w/(32) lad SIMMS A(10) 3100H8 3100M MASONRY' FRAME x2lM'TREN(2PLY TRUSS) OR(29) 180 SINKERS FOR FRAME (EA) 36I04' 4100.F W'x 3" WWOE.BMT(2 PLY TRUSS) OR(32) lad SINKERS FOR FRAME (EA) 3800.E 4530F ORRAMETO (2) LGT3w'(24) iN"K3"SDS SCREWS 0670M (2) LUGT3 w(24) IN x2 lR' WS26 64W.M x16PM FRAME (2 PLY nRuadD4730-M OR821lad5MMS FOR 90-1 e, 6310-F 7370.F 8CREW5&(.......-(2 P.YTRU 64BLLF 7]tUf �-/ MASONRY 1.4'a2M &(l(N IId NAL$ UNIS00 WEDGE-BOLT&(10)IMNAIL9 LMI&N BEAM TO MASONRY' H1N6OPIIIUC46W(8)10d NEULS B 12 114"X234 TITEN 1 ) MIAMI) 0430A, HW60PF HU061(6)'WNAILS a 09,600 00300 FRAME QORAS.) OR (12)160d (6)10J (FU4FMME) L1B980 9YP.F UN1135 SYP-M MAIQ (12) 7APCONS 0d(FOR FRAME) OR(17)1506(6)100 (FOR FRAME) W140 9YF-F UN 141 SYRb O FRAMETO (T HETA16OPT (T HETA20 IMYW TU iW x11/2"OR ( ) 2039 20M (2) HTAI6OPT (2) WA20 PLYvb 10 l0dxll,7OR 1 ) ) laB6 1616 MASONRY 2FLY w/(12)16d 2500 2500 Z Yw1(12)16d 31]0 U30 HTSMlSw[MIWNACOS�D(3)VPYli14" 1110 117E HMV10 w1(8)IW MILD 14) WN I3'4' 1145 12M FRAME TO N O MASONRY H7SM20-(I III ad NAAILS AND OR (4) 114'X2114" TAPCON8 1010 1175 TWM20 W(10)1W NAILS AMC (4) 1N)dM WFAOE430LT 114, 1M P FRAME TO H109 w/(8)8c x11/2'NNL6 NJD (2)+J%'M' 915 1005 LllOii w/IB)BO x11Q'tNIL9 AND l2) MASONRY TITAN HD 3i8'x4"W[D06BOLT 895 1065 FRALETO DTT2Zw/IBIlWx' 12 SESW000 DTB-TZ w/18W'Il 1R'WSIBWOOD ® MASONRY SCNEWSANDDI IITBAT.R.EPOD(IMW Mn 2145 SCREW6MD('J i/TBAT.R.EPDXIEDW IBM SIMPSON "9ET'19EE NOTE NdJ SIMP3ON'SET'(SEE NOTE W) FRAWTO HTT3 w/(2B) 1 ad x2 IT NAIL -AND (1)5'118 HTT45.1(26) 1 N a In' NAILS AMC (1) RO MASONRY A.T.R. EPDXIED wI SIMPSON-SET- 4375 5090 5;KBAT.R, EPOOSOWSIMPSON"SHT' SIDS (SEE NOTE M BELOW) (SEE NOTE p4 BELOW) NTT4 w/ 11811 ad.21? NAILS AND (1) B%I B HTTM w/(19) 1 W a IR' NAILS AND (1) SO MASONRY A.T.R. EPDXImw/SIMPWN"SET' SIND 1235 SWO AT.R. MODOM M SIMPSON 'SET" 4160 (BEE NOTE IN aeLcAY) (BEE NOTE 94 BELOW) 0 FAME 1110S w/(24) IN A th' NAILS 8l0 1010 UWFl w/(23) add xi ill' NAILS SN 108E OFRAMETO HhMTw/(4)1/4%IlMSDSWC0D RTl6MW1(B)1Wx` i@'NMLS& MASONRY SCREWS&(5)tl4'x21N"TApCM6 US �' (4) IN x 13W TAPCONS 1395 1395 to VGT-100) IW.WSDS WOOD SCREWS& OfFipMt V MASONRY Ma"' A`T.R.EPDXIEOw'91MnCN' - 355E 4940 I() w112"MIN.CMBCDMENT (3)VGT.O(32)IN"X4" 9De WOODS 27 OF-RAMETO MASONRY &(2)NB'3A.T.R,MC)(IED1w BIMP90N 51T6 'I. 'SET"V lT MIN. EMBLEOMENT x RFRAMTO VGT w/11811M"x3'903 W0(4p 9CREW98 HOW.6D62EWS O21 f!"606 WCOD 32B5 t5C5 MUGT15W(22)iW �WILS&WT4Gvu 18 ( ) FRAME &E2 9CREW38(1)68.0 A.T.R. 1W NAIL38(1)IDB'I A.TA. " 4160 O FRAME TO (2) H'R6 w/ (62) lbd'x2 MF' NNL9 & (2) H7T45 W (52)16d',211T NAILS FRAME (1;5'0'BA.T.R.(6EE NOTEM) 4375 5080 &(i)6STA.TA(6EENOTENf4) BIOS acucoel nnxucnrnR unrcR. '. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEMING WOOD WALLSi BEAMS W(2)12d TOENALB. 2. ALL TRU95TDTRUSSCONNECTIONBME PROVIDEDBYTRUSSMANUFACTLRER, U.NOONPLAN. 3. O.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, BEE FRAMNO FLAN FOR CONNECTORCALL OUT. 4. FORSINGI.FPIYTRUSSES,9CABONRNI.HRI n$YPM2W'TOTRU SWMICALWFB-(2)ROW90F10d NALS@3"O.CSTAGOFRM. 5. MINIMUM A.T.R.EMBEDMENT: S' EMBEDMENT FOR IT A.T.N. 6"E MDMENTFO NWA.T.R.9'EMBEDMEWFOR7SAT.R.(IFATBTEP. DEPTH IS FROM LOWER SLAB). O MINUALCMNECTORUNGONFRIMINGPIAN 1, CONNECTION FOR ALLRWFIFLOORTRLSWSMMMGMYWALLG/LINT SIICFWA $UN00N PLAN 2. CONNECTION AT 24'CR 3Y O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEC XTAL F13121D3FOR MORE INFORMATION 3. CONIFCTIM'F ALLHPJACKICIORNERJ )TOMASONRYWALI91CFWAIWWEIS 4. CCNRECTIONRMALLCOW)NUWBRIMBOMDTOTOPOFMA MWAT32-O.CMAX.w/RIATEACH CORNER GO, TO VERIFY LOCATION DOES NOTCON F UCT NITA BF APPLICABLE) LAYOUT B. COMIECTALL FLOOR TRU99E9TO INTEROR BEARING WOOD WALUSEAMS w/(2)12d-O.NML9 eO MININ ALCONNECTORUNOONFRAMWGPLAN FOR.IACK lAUS4 TU WOOD WµL UR BEAM ]��CUNNECTKNJ `C MINIMALCONNECTOEUNOOINFRANINGP.AN 4 ROOF FRAMING NOTES NG SYSTEM (SEE ARCH.) OVER MIN. 1/2" C METAL SEE ARC B ON PRE-ENGINEERED WOOD TRUSSES AT 2' " PLAN FOR SIZE AND ECTURAL PLAN FOR TYPICAL ROOF SLOP ON. 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 (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN S" 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 FEES 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. IFCONVENITIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST METAL-2 C.M.U. OR ICF WALL _ -0 VI SUB-FASCIA SEE TIP. WALL -'---__ - SECTION f-ALUM FASCIA - O 2x BLOCKING NAILED 1X 1 MIN. P.T. FASTEN TO TO TOP CHORD OF EVERY C.M.U. W/ 1 1/2" LONG OTHER TRUSS w/ T-NAILS @ 2'-0" O.C. _ (2) 10d NAILS AS SHOWN SECURE J-CHANNEL CONT 2 x 4 NAILED TO @ 12" O.C. BLOCKING W/ (2) 12d CONTINUOUS VINYL OW onwowwowaiw ®G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4" E41'-0" EWER ST. tlI z M Z S j Z C� U) Z ) � W f Qf 0 W a� \V V) C t3M�o r m a� u I ��� N W � O M N H OOL y N y i 8 LTU" �40 N -P Q P ♦ Affiliations: A 11 " ♦ Consultants: LO w tiLO uj ro i o9��cryry FW-8 oM1Q ik 4k qJJk • 55 g -✓, Q O"z g _ mac. ,ioLI�,'t Mi I,I,I N "� Q (Daa S Zaii qyygq a3Z CO a,3�w LLFr'yn LLO OO i i W �9 W Lu g 0-- m D] Q U C 'Q cc � ry tJ 1:1(Y M EA H I x TI. F 1 0 � I♦I Builder: l a N Lu �a U CL J O N W�1 W Z J W Ix n I - - Z ^O M Co o 1♦ I Job Information: N C O y c 111 C N U (0 o U a z �o0) W J a m co uo m N m � O Jj uj Z) Revisions: 1 YV I 2 ♦ Model Name / Number. 1780 ♦ Plan Issue Date: Tuesday, April 30, 2019 ♦ KA PROJECT NUMBER; 19-2904 Sheet: 6 Of: ROOF PLAN A LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO - NON-SHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. -FILLED CELL: FILL ELK. CELLS WITH 3D00 P.S.I. GROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP OF SLAB SEE PLAN FOR TOP OF WALL AND LINTEL INFO. (PRECAST LINTEL -SEE LINTEL SHEET FOR SIZE OF UNTELI . - PRECAST LINTEL - REG. OR RECESS `\\ TRANSOM OPENING ^ FRAME INFILL AROUND WINDOW BY BUILDER SEE � WF01 FOR MORE INFO (2) 2X8 WOOD HEADER TURNED SIDE WAY ATTACHEDTHE FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 HANGER @ PA. END. USING (8) 3/16" DIA. X 13/4' TAPCONS INTO MASONRY - & (4) 10d X 11/2' NAILS INTO HEADER. THEN APPLY THE 2ND PLY TO THE 1ST PLY W/lOd STAGGERED ® 6. O.C. OPENING - F.C. EACH SIDE SEE PLAN MS02 TYPICAL SHEAR WALL SECTION N.T.S. MS07 I LINTELS AT ENTRY DOOR w/ TRANSOM N.T.S. TYP, TIE BEAM W/3000 P.S.I. CONC. W/1. 45 REBAR OONT. �SIMPSON SP4 W/(6)- I Od X 1 1/2 SPB OR SP8 FOR 2x6 AND 2xN WALLS _- -- DOUBLE 2# TOP PLATE STANDARD HOOKS SEE MSD5 FOR MORE INFO TYP. FILLED CELL W13WO ' P.S.I. CONC. - W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2"x #25YP/SPF P.T. W/ (3) 1/2" X 8" "J' BOLTS OR (311/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/W HILTI TIX-0NI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 rCLTAII KAIVIt (tAl/LSKU/Zlnr1AMj VWALL Iv I NT.S. a AAn^KI0V nnAIMInTlnKI n 20" MIN. LAP #5 REINF. BAR 9 03 OR #4 REINFORCING 2) /8" BAR #1 A #4 LAP SPLICE #5 REINFORCING RAIL a # STD. 90 HOOK #R I AP Rol IOF SCALE:1"-0'-0"A 36" MIN. LAP REINFORCING PAR •FRAOI FA(111NO.1 481 AP RPI OF SIMPSON SP2S TOP AND BOT. W/ 12 10d NAILS @ EACH STUD OXI 2x 4 SPF AT 16" O.C. - USP LSTA30 W/ 22110d NAILS 2X8 P.T. W/ V4"X3" TAPCONS @ 5' O.C. IN MASONRY OR 10d NAILS @ 6" O.C. IN WOOD. MS051 REBAR SPLICE DETAIL - GRADE 40 1 N.T.S_ I ATTACHMENT RE UIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4' X 2%" 12" O.C. 1 2 x 6 1/4' X 2%' 12" O.C. 2 2 x 8 1/4" X 24A^ 1 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. w (2) 2X P.T. BUCKS W/ 1/2" O.S.B. BETWEEN FASTEN PT 2X NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 1/4'X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I MS11I 2x BUCK DETAIL I N.TS. I SEE PLAN FOR HEADER I � REFERENCE DETAIL I WF02 IF RADIUS N I I I / OPETONG REQUIRED III TRANSOM OPENING I ARCHED OR FLAT I I I 2 x 4 SPF AT I 2-2x4 SPF I I ' _ 16" O.C. / SILL PLATE I I Y/ -U- J 44 II I I� 1 II , r Its 111 SIMPSON SP1 W/ 8}]Od NAILS @ Bar AND USP SPT24 W/ 12-10d NAILS @ SILL I DOOR OPENING TOP PLATE SIMPSON LSTA3D w/11-10d TO PLATE & 11-10d TO COLUMN SIMPSON A34 W/ (8)43d X 11/2 NAILS @ TOP & BOTTOM OF HEADER 40 MIN. OR BUILT-UP COLUMN EA, 2314 NAILED w/10d @ B" O.C. 'SIMPSON MS7AM36 MAY BE USED W/ (8) It 11A21/4" TTTENS & 10-I0d NAILS. P.T. SILL PLATE W/ Ih"XS"ANCHOR BOLT 0 32" O.C. @i BASE PLATE DOUBLE 20 W/ USP MP34 @ TOP & BOTTOM SIMPSON A34 W/ (8) Ed X L 1/2 NABS OPTIONAL FRAMING TO BE 2X4 SPF UNLESS OTHERWISE NOTED. I WF08 I LINTELS AT ENTRY DOOR w/TRANSOM I N.T.S. I FORM & GROUT SOLID LU 'W U o �•:a 0 8F12-1 B/1 T #5 BAR CONT. RMS5 12" LINTEL DETAIL 3/4"=1'-0" LINTEL CHART W/ GRAVITY & UPLIFT LOADS FOR:,1780 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 3'-6" 6113 125 3524 - 50 8F16 - 1B / 1T 2 4'-4" 4375 125 2040 50 81`12 - 1B / 1T 3 4'-6" 6113 776 2707 474 8F16 - 1B / 1T 4 4'-8" 3090 1666 1715 1395 8F12 - 113 / 1T 5 5'-10" 4360 125 2080 50 81`16 - 1B / 1T - 6 9'-8" 1533 168 916 105 81`16 - 1B / 1T 7 13'-10" 1 1002 503 560 383 8F16 - 1B / 1T g 17'-4" 1 950 168 405 105 8F16 - 1B / 1T (min.) LINTEL PLAN SCALE: 1/4" = 1'-0" ELEVATION "B"' GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS, U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN, 8" BEARING EA. END 4. * DNTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN, IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OFTHE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY DNTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F=FlLLED WITH #6 R03AR AT i0P GRCOT / U = W OLIED MIN Ill ftEO'0 R - RECESSED ILEA• rOF tl5 CLEAR MAR @BOTTOM OF LINTEL CAVTTY 1 e �¢ TOPMONOUI $F16-113/1T c'a COURSELDCK o /III �z „ cRour NOMINAL LQUANTM OF WIDTH 95 REBAR AT N5 RMAR AT O• BOTTOM OF NOMINAL TOP LINTEL CAVITY IIDOIIT BOTTOM REINFORCING UNTEL 7 B"ACTUAL PROVIDED IN LINTEL WARIEST TYPE ❑FSIC,NATIONrFNFRAI 8"N MINAL WIDTH QONrR 41 MATFRIAI S OFMFRAI INSTAII4TION MOTES 1, fc pretest Ihnele =35M pH- 1. Provide full mortar head and bee1Jotds. 2, t'c prestressed rote s-6000 port. 2. Share fl led Hotels so requ'vatl. 3. grouted her CAT f =3000 Iw pe 6 ps / 8• g and or sbu u I rent 3. IncNlMlan aflMal must comply with to INGMtaural / cl ra0 A mPY � 4. modmto 3 B" to and 8'to S1"shm . / aPB� P e c A. ULxdale are manufeclvetl with $12"Ion notlros at ndama commotlata / g 6. oohs(OMIT per AgIh C90w Y / vertical ttA �aln/omin8 and groNOtq. Minimum net mW5num net mIhhc.etl tlefleQion, ezcapl Ilntab 1T 4" anti strengtM1 =190(1 pool. 5. At lintels meet or exceed L/360-- 6 8. Reber per ASTM A616 0ratle 60. longer with a ndrttlMl height ale" meet or exceed L/18D. m strand Pcr ASTM A416 grace 6. Bottom flab added lobar to be located al the torten of :he lintel cavky. P701. rhj T. 1701air relaxation. 7. 7/32' Eiametar we stirrups are waited to the bottom steel for meOmnical anahomge. 7/32 wire per ASTM A510. 8. CastInplace corcrete may be Wov'ded In composite lintel In ike of concrete 8. Mortar per ASTM MO tyre M or& passorry urlts. 9. Sete cad mdngs based on radenel doss, analysis Per ACI 31S and ACI 530 10. Florida Product Apprwal No. 158.1 11. he extehar surface otlln[els insisted In exlerorconc,ate masomy wells shell have e coatimg ab,cco apGllad In xcorderce with ASTM C926 or other aplxavetl coating. 12. Untale leached aMrx ullaously with veritel(gravity and upIM one pinize nal(laterei) leads XA M checked for combine cacog with the following equblon: Applied vertlealload ApItled Hodmnbl load ; 1.0 Safe veHicel loos Safe hodzortal lead HURRICANE ANCHORS TYP.) AT .rwe REBAR ON BOTH SIDES OF OPENING U.N.O. PROVIDE KNOCK4)UT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL • FILL SOLID W/ 41.) #S BAR FOR ALL WINDOW OPENINGS 6'4 LINTEL w/ 3000PSI CONE GROUT SHALL BE RUSH SEE GENERAL CONCRETE WRH TOP OF WALL IDLE FOR REQUIRED .NT D. 90 HOOK II HOOK a ¢ C J w h W' N STD. 90 DEGREE ANGLE $000 P.S.I. CONC. W/1 #5 CIA. REid.AR.. ICMx8"x16" U U.N.O. ®'.',IY--�!I�.IIIIIIIIIIIII♦ I-®..' I_I_ -" -"'-"""" FOR LOCATIONS PUN MS01 I BLOCK WALL REINFORCEMENT N.r.s. TYP. BOND BEAM S. x8'A 16"K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONIC. W/1 #5 CIA. REBAR INDICATES RULED CELL FROM FIG. TO BEAM WITH 145 BAR MIN. TYP. DOWEL 25" MIN. LAP (NCI 530) R"E,VM, W ,FOR 0 'ULE 07 `!UIFx`LIANC V/ z Z r7 z 8 ®tl � Z_ a DW 0 QU) W E2d p � �N C mn E N m O � c � w a 8 O O N y � � C NRooQ Q d Affiliations .Uj B u; /( Consultants: p a ry to to fl FU m N Ohe LP U.1 Luo 88- (C�Q1 tG�Dp ���g�� QpNmZ 4LLLLL _ y Ufwvllm.iz b g �.Np N,A M- m . Q F �4 S 'p Lq N C p. v rnQ LLF�t"N 0 3z 6C W, g' Wz°'Iq'�z 00 d LLcA4A}item S 4 26y U ryry F ML s223 N' MU •w C2 I�'O €a mII llZ Imo• V d' � � N O IV I Builder: aM 3� N W_ Sit U a G J UA �i N Z P r ^ +' a W p J 0 O V � IV II Job Information: 1 C 0 (n y m NN O C F 7 U d o •I z ��0) U •p O% W J N Cqn TD L() m m c�D z J W co tom// _ O Z) N � Jm(/)v)LoL. Revisions: 1 YV 2 3 Model Name / Number: 1780 Plan issue Date: Tuesday, April 30, 2019 KA PROJECT NUMBER: 19-2904 Sheet: I Of: LINTEL PLAN \ F NC C ST_EVIEWED UNTIE THE HEIGHT OF THE CHIMNEY SHOULD EXT 2' ABOVE THE 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 OINT WHERE THE CHIMNEY IS 10' FROM E NEAREST W/ D E AN WEDGE ANCHOR EACH END SEE FLOOR PLAN SPEC. " /� z / 1 z \WI J FOR BEAM SEE PLAN FOR BEAM z g B DING SURFACE. CUSTOM GALV CAP WITH SPARK ARRESTOR o SIMPSON LSTA24 W/ 10tl NAILS = VERIFY STYLE OVERHEAD SECTIONAL (12) w � W/ BUILDER DOOR TRACK W/ 3/8' X 1 1/2" STEEL LAG BOLT arc•'. 8 METAL FIRE STOP W/ WASHER. MIN. 6 PER n'', p,li d : • < - z un (,^� TRACK TO JAMB. ,•'� ¢. . • y,'-,,, SEE DETAIL WF02 A Q) v� I�I I,., " • •' ON SHEET S-3 d •I� w �_ DOUBLE 2x PIPE STABILIZER �� I� FOR ARCH FRAMING ❑ TOP PLATE WHEN REQUIRED (5 1/2" DIA. x 8" ° X A.B. o "J" 15 U — n �O E t c' BOLTS WASHERS SET IN o WA E T 1 c ° \1i,// w ° FILLED CELL W/#5 TYP. FILLED CELL „ „ SIMPSON A34 W/ 8d NAILS _"w"w �Ln o E —m a 9 °u MIN. 5 PER JAMB. VERTICAL b " „ „ T>3 m ._ Y 2X4 #2 SPF STUDS 0 16" O.C. W/ SIMPSON SP1 @ TOP AND SIMPSON SP2 @ BOTTOM „ " L/7(8) o o 2 X 6 CRICKET W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE ® OVERHESECTIOAD „ (3) SPF #2 FOR INFO. y = ® ° rn ELEVATION FOR FINISH DOOR CONT. 0 7 STUDS W/ 16d NAILS r y Q a g / / WOOD P.T. #2 + SYP 2" X 6" e 8" O.C. ° �( ?' P' TRIM �° SIMPS0NLSTA24 ♦ Affiliations: A \10/ VIDE2xBL0CWNG ° •y •!• •!• ��' •' W/ (18) 10d NAILS • "' ''I d B D. P WALL IF NOT 2"x6" P.T. WOOD JAMB q „ •• • c ♦ Consultants: ALIG w/TRUSSES n "'.• •• 16d NAILS—� E W/ (2) 1 TOENAILS T@ @ 8" O.C. N co 000 2x BASE P TE w/ (2) 12d DOOR AND CONNECTION PER ,°° '„ ;, STAGGERED ° SIMPSON LTT208 NAILS T RUSS BELOW GARAGE DOOR MANUFACTURER GARAGE SLAB W/ 10-16d NAILS & 1/2" X 12" o _ ` N N `o 0 8" TYP. GARAGE DOOR Y (1) 'A' 'A' WEDGE ANCHOR v 1 a m a � c � � � Imo LL LL TRACK MOUNTING DETAILgg A .A �aamc � S PSON MTS12 /14.10d@EA ° ° °D c� �rQy' w a m �T"`2�Vj �¢¢�C y CN RUSS NOTE: DETAIL CD22 / 5-2 MAY BE SUBSITUTED FOR THIS®(7 ' Om s a uj d O 12NT0 EY T TRUSSES IPE MIN. DETAIL - UNLESS NOTED OTHERWISE - ._ a W `�. w 3 m ,� w 9Rw w mcmz ° 0 63L%@� Z�°moo m F 0 �- Q CH01 TYPICAL CHIMNEY FRAME DETAIL 3/4"=10" MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.r.s CD21 ENTRY CMU COLUMN/BEAM N.T.S. 16 ENTRY HEADER DETAIL N.rs.� QQjj'j<<c g p 4ry/l y V Y. �5 � <J�.••' • U••• i 7 o . Y E C. "• U� _ riAi ry� I I Q � INSULATION PER FBC AND ENERGY = ' FORM SUBBMITTED WITH PERMIT ' m APPLICATION PROVIDE BAFFLES 12 AT EAVES (FOR VENTED ATTICS) 12 __. SEE ENERGY FORM CALCULATIONS FOR INSULATION REQUIREMENTS ' FIBERGLASS SHINGLES OR SEE PLAN TILE ROOF (PER ELEVATION) ! OVER APPROVED UNDERLAYMENT ° SEE PLAN I \ PROVIDE BAFFLES AT EAVE FIBERGLASS SHINGLES OR PER FBCR 905.1.1 OVER APA PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING (TYP.) FRAME FOR BUILT-UP ° TILE ROOF (PER ELEVATION) TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES CORNERS min (3) 2x4 OR ♦ Builder. i UNDERIAYMENT FASTENED TO TRUSSES PER RpOF 4x4 w/ 2x4 POST UNDER EA �� --- m PER FBCPOVEb PER FBCR 9051.1 OVER APA � NAILING SCHEDULE) 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. n - „ , --' SEE ROOF PLAN FOR y PRE-ENG. WOOD RATED STRUCTURAL SHEATHING (SEE STRUCTURAL NOTES , TRUSS ANCHOR (SEE PLAN) ' - KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS 6" -CON --- - �� ; TRUSSES @ 24 0 C. FASTENED TO TRUSSES PER ROOF -- SEE PLAN FOR ERG. HT. AND LATH WITH FINISH O.C. _ NFOS& LAYOUT DESIGN _ ___ - - nvi $ _ _ NAILING SCHEDULE) f TRUSS ANCHOR (SEE PLAN) CEILING BOARD e • FELT PAPER OR • •' (TYP.) ALL SIDES / (TYP.) FRAME FOR COR i o i/ �' OO 0 NERS FOR NON LOAD O - SEE PLAN FOR "ter - - - _ TOP OF BEAM -' � a W } M o m Q 1ti W 1 TO BE INSTALLED ON OUTSIDE METAL DRIP EDGE TRUSS PLATE o ,O v e v - = ° _ N N FACE •2 2X SUSFASCIA BEARING SIDES NAILED I (/o, o o. v orb SEE ROOF P N .� 0 M / 1 L) 3/4" P.T. NAILER :. < vo ao / 16d NAILS @ 8" O.C. W .;- FOR BEAM ZE & _ g r� �? Q I •R SOFFIT. SEE ARCH. 1/2" DRYWALL PLANS O� a ,, o �'6r \ \p�� CONNECT INFO - - m i1 g ac tMETALDRIPEDGE �� i ° = o Y0 w m UA J CEILING BOARD CURTAIN NAIL I, B x 8 x 16 K.O. 1/2" X 8" J-BOLTS E W N ALL 2x STUD ZX SUBFASCIA 1 x 4 P.T. @ WINDOWS LINTEL BLOCK 1 CENTERED EA. (TYP.)4 COURSE HIGH A.F.F. ( ) y CONNECT TO TOP PLATE VVTTH (4) 1 x 8 P.T. @ S.G.D. A O.H. W/ (1) #5 DIA. REBAR & " CMU BASE FILLED W CONC SIDE w/2" WASHERS i / � W F� /� 16d TOENAILS SOFFIT. SEE ARCH. " 3000 PSI CONCRETE SEE ELEV. " (TYP) w 4 VERTICAL RENF w � � a _ o W O V J PLANS PRECAST "U" LINTEL " HOOKS INTO FTG & AT TOP U. N W F- 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE SCHEDULE " 4>__W/ OF COLUMN" HB&G COLUMN WRAP OR J g " PLAN AI -Al 2X4 #2 SYP P.T. FRAMING v MIN 7/16" O.S.B. = o Z C O SHEATHING ATTACHED PER NAILING SCHEDULE ._ g ^ LL OPTION; 15/32" OSS EXPOSURE I ON � O.H. EXT, WALL W/ ALL EDGES BLOCKED. MAXIMUM � (3) - 2X PLATES MAY BE SEE FLOOR PLAN FOR i ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. (OPTION) STAPLE: 16 GA. 1 3/4" COLUMN SIZE &BASE ( -`oBpi PLY ATTACHED W/ (2) ROWS OF I6d NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIDD. NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. SIMPSON LSTA30 SEE FLOOR PLAN CONNECTION INFO. w N € ♦ Job Information: " ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI /16 w 11-10d TO BEAM FOR BEAM SPEC. ; w °d n CONC. ALL LOCATIONS & TO FRAME BELOW SECURE 2X4 P.T. BOTTOM N ALUM FRAMED WINDOW w/ SCREEN " SHOWN ON FOUNDATION H PLATE W/ 5/8" x 8" ' ANCHOR BOLT SET IN m O +-' (G.C. TO VERIFY W/ FLOOR PLAN &FLOOR PLANS " 0 SIMPSON HIGH -STRENGTH a LOCATION OF OPENINGS IN u EPDXY 6" MIN. EMBED. EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULL , , , 6 STUDS ARE REQUIRED). cr NOTE: 44" MAX, SILL HGT. ON r i °; B U f0 ALL BEDROOM WINDOWS. LL ALUM FRAMED WINDOW , 1_ O 0 ri W/ SCREEN ' a I— V CEMENTITIOU5 DECORATIVE ^ o U -L0 FINISH 7/8' THICK PER ASTM WINDOW STOOL r PRECAST CONC SILL SQUARE CMU BLOCK BASE W/ 1x4 P.T. WRAP or (4) #5 VERTICALS FILLED SOLID cx M , 1 O J CN C-926-98A PER SPECS " SEE ELEVATION FOR MORE INFO STUCCO BAND = W m DO ZX STUDS (SEE FLOOR PLAN FOR " INSULATION PER FBC AND ENERGY " u SIMPSON HETA20 Al Al BUILT-UP CORNER MIN (3) 2x4 > a-. (0 LQ CO c N MORE INFORMATION). SEE TB13 1/2" DRYWALL ON SHEET 6 FORM SUBMITTED WITH PERMIT 'J EXTERIOR FINISH - APPLICATION PROVIDE BAFFLES AT W/10.10d TO COLUMN OR 4x4 POST W/ 2x4 UNDER POST Y n 7 Z /�r� N N FOR NAILING INFORMATION FOR EAVES (FOR VENTED ATTICS) (SEE ELEVATIONS) , EACH END OF BEAM . ° a _ W F-- J W = N ® SEE ENERGY FORM FOR WALL SHEATHING. WALL INSULATION P.T. 2X #2 SYP. SASE PLATE 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR 1 x 4 P.T. SJ" 1N CONCRETE • 25" NOTE: 2 X 4 P.T. PLATE BOTTOM STRAPS MUST BE s I— co r� //'•1� ' ^ CO 0 V J v / REQUIREMENTS w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER EXTEND (ACI 530) ABOVE INSTALLED ON INSIDE OF E o Revisions: HD) w/2" WASHER AT 32" O.C. MIN, 6" FROM END - SEE W507 SLA3. ALL LOCATIONS SHOWN WOOD BASE ON FOUNDATION PLAN j ,'-' , COLUMN. DO NOT BEND, t,;,.,• o SEE FU ATION PLAN FOR G � 1 YV FOR TERMITE SHIELD SEE FOUNDATION PLAN WOOD BASE i SEE FOUNDATION PLAN FOR STRAPS UNDER PLATE. �r� s,'-?"ca o a �q v Fq IN FILL SIZES AND °� m 2 FOR SLAB INFORMATION _ TOP OF SLAB SLAB INFORMATION TOP OF SLAB PLACE STRAPS ; y .,, o • ,. CELLS w/#5 REBAR ;, a r LOCATION L° o `� ♦ Model Name /Number; '• r . • . • , ., ' �, • : __. � • GRADE r GRADE •• N iTr 1780 CLEAN -' ' ' • 0 COMPACTED • • O "." `' SEE PLAN FOR RE -BAR QUANTITIES "�" (TYP.)4 COURSE HIGH CMU BASE Gig �,- ' °' - - Plan Issue Date: FILL • •:"'� FILLED w/ CONC - SEE PLAN FOR . •� • 018 SIZE. TOP OF COLUMN BASE . = Tuesday, April 30, 2019 SFOUNDATION I SEE FOUNDATION L SEE PLAN 2'-0" AFF � v ♦ KA PROJECT NUMBER: FOR FTG REQUIREMENTS //FF-- PAN NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS Y 19-2904 DETAIL- UNLESS NOTED OTHERWISE Sheet: S-2 Of: o0 WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'0" WS01 TYPICAL WALL SECTION 8" CMU 3// =1•�0" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.Ts. CD23 COLUMN @ ENTRY- CRAFTSMAN STYLE N.rs. TYPICAL FRAMING ° U DETAILS WHEN REQ'D RECESSED IRRE-CAST LINTEL 8" D BLOCK TIEBEAM W/(1) #5 REBAR U.N.O. `MOTE: MAY CUT BACK 2x8 P.T. @ TAP TO ALLOW CONT. 2x4 BLKNG AROUND CURVE. MIN. 2 TITEN ANCHORS TO 2x8 (SEE PLAN) 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. EEA W/ 2 - 8d EA. END EDGE VIEW /�,. 2x8 W/ (3) 12d „ TOENAILS EACH END /16" OSB W/ 0d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x4 SPF To BLOCKING ATTACHED TO 7/16" OSW/ (2) Sd NAILS. SEE DETAIL ABOVE 2x BUCKS SEE MS11 FOR MORE INFO WINDOW OR DOOR OPN'G WF01 DETAIL @ ARCH WINDOW FRAMING N.T.S. WOOD WALL OR TRUSS. SEE PLAN SHEATHING VARIES W ROOF SLOPE —2X4 CONT. W/ (3) 12d COMMON NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM 1302 SHEAR TRANSFER EXTERIOR WALL N.T.S V M e m o G %[ 1" 1•/e" 1;5 (2) 2 x 4 LAMINATIONS W/19J (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 0 LAMINATIONS W/ (2) ROW OF STAGGERED 30tl RDWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WARE NAILS (D = 0,148", L= 3') OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D-0.f62",L-31/P')OR EQUAL (D=0162'. L=31/2-)OR EQUAL 1)AW ENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4-DIA x 51 2' LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO ADS SECTION 15-3 FOR THE THICMESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN • : FILL 1ST. 4 COURSES 1 1/2" CONTACT FOR FOR ��., SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) eEj F.F. OVERHANG FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. SIMPSON SP2 TOP AND BOTTOM. TYP. @ EACH 2X CRIPPLES (3) 16d COMMON @ 16" O.0 -------- � NAILS(TYP) — ,,,�FIEADER PER LOCATION i 7/16"OSBW/6d `'- NAILS @ 16" O.C. HEADER TO SIDE & TOP NAILER (SEE PLAN) ® 2x W/ (3) 12d TOENAILS EACH 7/16" O.S.B. END TYP. EA. SIDE 2x4 SPF CONTINUOUS 2X BLK'G. TO O.S.B. BLOCKING ATTACHED W/ 2 - 8d EA. END TO 7/16" OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE EDGE VIEW 01 7'-0" MAX WINDOW OR DOOR OPN'G WF02 DETAIL @ ARCH WINDOW FRAMING N.T.S. SEE GE05 FOR STANDARD GABLE END FRAMING I (D +I IJ +I N 0 2X TOP PLATE TO 3 GABLE END W/ 16d r NAILS @ 6" O.C. J I I � 2X4 STUDS @ 24" O.C. W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING i 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 2 X 4 SPF AT 16" O.C. , II , n n , BUILDER FRAME RADIUS ' AS REQUIRED VF14 KNEEWALL @ ENTRY FRONT WALL 1/2"=1 PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/2x6) STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ 2x4 STUD EDGE & 6" O.C. FIELD RUN PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x6 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATEW/ 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED 1STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE W/ MORE THAN 50% OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z w/ (12)16d NAILS TYP. TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1 2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL E15 FALSE BEAM AT GABLE END N.T.s 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. @IFONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLKNG. TO O.S.B. OPENING G.C. TO INSTALL (3) TITEN HD. W/ 2 - 8d EA• END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW OF SPLICE OUBLE 2x8 OP PLATE rT E 2x4 W/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD VF17 TOP PLATE SPLICE DETAIL 3/4" = 1 CMU HEADER SUPPORT NO, OF JACKS & STUDS REQ.AT OPENINGS OPENING 2 X 4 WALL I 2 X 6 WALL JACKS KINGS JACKS I KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) 2) (1) 2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 CONNECTOR REQUIRED SP4 AT (3) 16d SEE PLAN COMMON FOR DULL 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 �24" O.C. NAILS(TYP) HGT. TOP AND BOTTOM P j`�/ /a( I �. ., • "• • •• ,III • •• .09• :• • NINE � 1 I WINDOW OR DOOR OPNIG CMU WF39 TRANSOM DETAIL AT ENTRY 1/2"=1'-0" " 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 1 8" O/C TYP. 0d NAILS @ DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - O,onl� * * HOLD DOWN CONNECTIONS WW NOT REQUIRED @ BEARING WALLS WLTHOUT 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 @12"O/C FOR 2x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 112" AT GARAGE STEP DOWN ,/- P.T. BOT. PLATE WF09 I WALL HEADER DETAIL N.T.S. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE T813 ON — SHEET 6 2 X 4 P.T. NOTE: HOLD FRAMING 1/0 BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE UNTEL STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE , � I STUD ANCHORING: STUD TO TOP PLATE: SIMPSON SP4 I —2X4SPF AT 16" O.C. I I STUD TO BOT PLATE: SIMPSON SP4 1/2" X 8" ANCHOR BOLT @ 32" O.C. 8" CMU WALL VF21 KNEEWALL @ ENTRY FRONT WALL 3/4" = 1 SIMPSON HUC410 ' BUCKET SEE ROOF , i PLAN FOR MORE INFO ' I , SEE ROOF PLAN FOR BEAM SIZE i I & CONNECTION INFO , I , SEE FLOOR PLAN FOR COLUMN SIZE & `------ -- --- ---' BASE CONNECTION INFO`- OPTION A OPTION B 1/2" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED COLUMN SIZE & BASE ON BEAM SCHEDULE/PLAN CONNECTION INFO SECTION A -A BEAM SIZE & SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO — SCALE: 1 1/2" = 1'-O" AA SEE PLAN FQR TOP OF BEAM SEE FOUNDATION PLAN 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 SEE PLAN FOR I BEAM SIZE I 'y BUILDER FRAME RADIUS AS REQUIRED u u I !— , I 2x BUILD -OUT BEYOND VF38 KNEEWALL @ ENTRY FRONT WALL N.T.S WOOD BEAM SEE PLAN FOR SIZE - TYPIC WALL SIMPSON HUC410 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 004 BEAM @ RAISED ENTRY MASONRY WALL N.T.S 12 SEE ELEV. (TYP) SIMPSON SP2 @ EA. STUD APA RATED STRUCTURAL SHEATHIN G MIN 7/16" FASTENED TO TRUSSES W/ 8d COMMON WIRE NAILS @ 4" Q.C. BOUNDARIES 6" 0/0 EDGES & 8" O.C. FIELD SIMPSON SP1 @ EA. STUD 2"x P.T. PLATE 1/2" X 8" "J" BOLT — @ 24" 0/0 MAX 8" x 8" x 16" K.O. BLOCK W/ 1 #5 CONT. CMU WALL NEERED WOOD TRUSSES* 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) - DOUBLE 2"x4" TOP PLATE "x4" STUDS @ 16" O/C /--CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) WF42 KNEEWALL ABOVE MASONRY WALL 3/a°=1-0" W z Z � a U)� 0 lE�_:JJ4It711 } J W O W o� N 4MFE �t/) ° r w D$ u f6 U �� 0 w Q cc r ODN x S 0 r Rw c ham h g Q a d ♦ Affiliations: A H �( / 8 D. VI Consultants: c Go r 5 g W Vrn O W �road xk ax E3e gy'8„ Q Na,z W;LL u ' Q�L1� :.iarMNO i Safi h.Sm ([�)C.C_ W 13� 12 a�lnLL&o ui w N a. a ' €'. Z �N�LL11 � 3 � m `3w ULrx 10 :;n� O { Wes j' w U.=rnZ C' C' $§8 Wgo�F GOm 8 Q Ex s e G J "0 i i ♦ I Builder: 1 Wc M co IG Y C4 V"'I _�Q U z ao N W 5 N O Q = LU G OC �N F (n Uj J W 00-0 ® U 1m% O LL J O o O J � Job Information: I O E2 to O OO 4) U OL O z0 Ln w J 4) (1) (O L) M m c U L JMM M LLI � >r - O N _I W ♦w/I V J ♦Z) V ! L0 o Ii j ♦ Revisions: 1 YV ♦ Model Name / Number: 1780 ♦ Plan Issue Date: Tuesday, April 30, 2019 Vj KA PROJECT NUMBER: I 19-2904 Sheet: S i v{ IL b TYPICAL WALL DETAILS � I I - *DIAGONAL SPACED AT 20'-0" O.C. MAX/�+//fIIGV'EWE® TO BE LESS THAN SAME SPACING AS BOTTOM CHORD LATERAL BRACING _ _ - DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN C6./ ' ' OR EQUAL TO 45° 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR O.H.UNDER c Ty SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED, SEE STRUCTURAL NOTES DROP GABLE END TRUSS & LOOKOUT RAFTERS MINIMUM 2"x4" "'"� ' " 8d NAILS @ 4" O.C. WALL AND ROOF AND NAILING SCHEDULE FOR O.H. GREATER THAN 12" FOR 12" AND UNDER - 8d NAILS CROSS BRACING i "� SHEATHING, SEE TB13 2x4 SYP BLOCKING SPACE BLOCKS AT 24" FOR SHEATHING DETAILS O.C. AT 4" O.C. (SEE PLAN FOR ' LOCATION) -" '� ".-'� BETWEENFOR SPECIFICATIONS MAXTFASTEN Al BLOCKING 0 2x4 SYP I BRA .F FOR TRUSS W/ 3-12d NAILS EA. GABLES 3'-0" TO 5'-11" TALL. ' •� ," END 2x6 GYP BRACE FOR 2x4 SYP CROSS BRACE APPROX. 8" FROM RIDGE GABLES 6'•O" AND TALLER. 2X4 SPF BLOCKING @ i° PANEL EDGES W / (3) 12d LD Z '-- - THEN 48" O.C. AFTER. NAIL w/ ATTACH L BRACE w/ 3-12d @EACH ND & @ 12d NAILS @ 4" O.C.X6 NAILS EA. END TO TRUSS �, •' ;° BRACE NAILED i SIMPSON MTS12 @ \,♦ Z S Z N - CROSSING AT 45 ANGLE. (NOT REQ'D WHEN GABLE IS GABLE TRUSS 4'-1" OR SHORTER) :AST (1) SIM ON HGA10 12" LONG 2x4 #2 SYP BLOCK AT -NAIL SHEATHING @ 4" D.C.Or• STAGGERED w/ 8d TO SIDE OF GABLE '° LOOKOUT RAFTERS TRUSS WEBS i° IF APPLICABLE ///III��� / , ` Q ¢ l ¢ ' `, RACE CONNECTOR FROM BRACE LOCATION. FASTEN TO CONE 2x4 SYP SPANNING (4) w/ 12d NAILS ,, , -a (3I 12d TRUSS BAYS (8'-0") NAILED IAGONAL BRACE TO SILL PLATE W/ 10d @ 3" O.C. @ 4" O.O.WHEN STRUCT. SHEATHING 2x4 ' a 0 �tn PER JOINT W/ 3-12d TO CHORD (MIN LOCK PLATE ) NAIL GABLE TRUSS 1ST 4 BAYS TO TOP PLATE 7 18" MIN. THK. - / SPF CROSS BRACE GREATER T AN 3'-0" I° NAIL w/Sd COM. @ @ 48" O.C. -NAIL W/ •ti ¢ a C9 CONTINUOUS LATERAL BRACING- w/ 16d NAILS @ 4" O.C. 2x8 PLATE (3) 12tl AT EACH END & AT • .t �° 3" O.C. EDGES & 6" •r' CROSSING AT 45"le ANGLE �s' O.C. FIELD c m v _ N NAIL OVER X-BKG. A AS SHOWN- -) .T. 1/2"x8" ANCHOR BOLT 4 BAYS AT 48" O.C. MIN. •' `. i m �_ BOTTOM CHORD BRACING 2"x4" MIN. INSTALL BLKG. AT TRUSS WEBS T FOR NAILING X•BRACING - 2x4 SPF OR SYP KNOCK OUT COURSE CONTINUOUS 2X4 SPF ; TRUSSES SOd @ 4" O.C. Y oOwow/ u6CONTINUOUS G)v) �i (3) 12d @EACH TRUSS WEB MASONRY WALL SPANNING (4) TRUSSGABLE C TRUSS BAYS (8 Fr) NAILED TO '" ` , 8 M— E D ^ 2x4 BLOCKING O.C. I' �^ "T" iTa NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE w/12d & (3) 12d TO CHORD NAIL TOP OF d O ' „ TO GABLE TRUSS U w �? p s'"` Li TRUSS w/ 2.12d AND 1 II 1111113 FOR ATTACHMENT S w/2-12d & (1) TB01 TYPICAL CROSS BRACING DETAIL N.r.s. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. SIMPSON I OVERJACKTRUSSES,SEE ' PLAN. SIMPSONMTS12w/ 2X4 SPF BLOCKING m ' f a$w 1O-1Odx11/2" NAILS I FASTEN (1) SIMPSON HGA10 14-10d x 1 1/2" BETWEEN TRUSSES @ 48" O.C. MAX. m U ¢ moo' <^ v @ 48" O.C. W/ 8 1/4"x1 1/2" "" NAIL DEADWOOD TO NAIL TRUSS BOTTOM d Affiliations: ROVIDE 2X4 MIN. BLOCKING AT SIDS WOOD SCREWS GABLE 2x4 BLOCKING W/ 242d TOENAILS NAIL TOP OF "T" TOP PLATE w /16tl @ CHORD TO 2X4 DEAD g CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D END TO TOP PLATE / BEAM TO GABLE TRUSS W. 2-12d FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ 4" O.C. WOOD w/16d @ 4-O.C.S " BAYS 3 A 11 " / I al { NAILS EACH END TO TRUSS TOP " NAILS BELOW, SEE PLAN.loax 1@2DUTCH SIMPSON LSTA30 w/ D ' J+�.■✓{ //J// 1 CHORD @WOOD FRAMED WALL GABLE -- 14-10d @48" O.C. c n' . cGB ts: FRAME WALL OR BEAM T (c N BELOW SEE PLAN c a ti TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP GE01 GABLE END BRACING N.r.s. GE05 GABLE END BRACING - FRAME WALL N.T.S." �. o -� _ � 'P a m Wm 00 W ____ TRUCTURAL ACE 5 1 8 q °� ¢ MG.T. gHEATHING ADD 2X4 ED 2X4 SYP #2 141 „mTOP JA CHORD WHNID EQ'D NAIL TO TOP CHORD PREVENT SHEATHING A -- OF HIPPED TRUSS W/ 'h $ %NcWTO R °' Ha ¢ SPAN FROM EXCEEDING HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER 2x8 SYP BRACE DROP ._ ` ®G Z €S m e^� G,T SIDE OR BOTH IF REQ'D) NAILED GABLE END TRUSS SEE STRUCTURAL NOTES TO F GABLE & LOOKOUT RAFTERS FOR ' W z z w ' 8 w LIJ . o w' S Q AND NAILING SCHEDULE 3'-4" IN O.H. GREATER THAN 12" �� Z Lu �L ¢"'' 2 12D NAILS (1 FOR SHEATHING DETAILS S @ 4" O.0 FOR 12" AND UNDER - SPACE BLOCKS AT 24" O.C. ='.c g �a*f�• �.i", Ig V .. a +" w' 4 a N ROOF AT 12" O.C. MAXL MINIMUM (3) 12d PER JOINT MINIMUM 2"x4" 2X4 SPF BLOCKING @ ; g ~ D SHEATHING SPFOR 7i0d PANEL EDGES - NAIL ."•" J> LL e ^ti • `L �„ SEE PLAN *SPACED AT 10'-0" MAX SYP TRUSS BRACING SHEATHING @ 4" O.C. w E ",r0Cb �_ STAGGERED W/ 8d 01 1 STRUCT. SHEATHING 2x4 SPF CROSS -BRACE , '• � F`r 2X4 BLOCKING J - BETWEEN TRUSSES HIP TRUSS • 7/16" MIN. THK. - @ 48" O.C. - NAIL W/3. ", NAIL COM. H d •°� o '� . . +, ,r TRUSS CHORD (GABLE END) w/8d @ 12d AT EACH END & AT ; '• 3" O.C. EDGES & 6" °k TRUSSES s F nti' `."" ''° .I•"•"- gmn SECT. A -A -- CROSSING AT 45 ANGLE i• O.C. FIELD ••> �• ��� x'JB�F'�T a 0 C1FC'Jaye+"� ,JT7vJ9FC` TB03 HIP / RIDGE BLOCKING DETAIL N.r.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. CONTINUOUS 2X4 SIMPSON H8 W/ 2x6 SYP SPF SPANNING (4) TRUSS BAYS (8 FT) NAILED TO .� z 10-10d X 1 1/2" 2x4 BLKING @ 4" O.C. 'v ' , GABLE TRUSS `- o w/12d & 2-12d TO CHORD '• .� 2x8 SYP ° CHORD BRACE 2X4 SPF BLOCKING W/ 12d NAILS BETWEEN TRUSSES £ @ 8" O.C, @ 48" O.C. MAX. ' �� / S4VI Builder. (2) LSTA18 TRUSS NOTES: CONTINUOUS w/�1oa x 11/2" ro D 2x6/2x4 SYP STRONGBACK&8-10d SEE DETAIL 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPS-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND STRONG -BACK x 1 1/2" TO "T" BRACE NAIL GABLE TRUSS = �. BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS TIE MOST COMMON CAUSE OF ACCIDENT ON THIS CONSTRUCTION LOAD SHOULD BE LIMITED W/ 12d NAILS EACH �. TO PLATE w/16d @ 4" O.C. 3 W Q 1 1 IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL Nor BE PLACED TRUSSES. OFANY @ 8„ O.C. TOENAIL EA. 2x8 a �, m LLI TOE SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION CONSTRUCTION MATERIAL ISUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL SE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY LEG TO PLATE w/ 1/2" x 8" A.B. '�9 G N o M ONE TRA)SS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BYTHE TRUSS MANUFACTURER ALL `. '�� &12d & SIMPSON @ 4B" O.C. MIN. $ .�L o Q LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL, DIAGONAL BRACES AT 20'-0' O.C- MAXIMUM. HGA10 W/(8) 1/4" „ 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. I , x 1 1/2" SDS OR .c w 4. ADDTONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT EQUAL .s.', N 'A LU a' ATTACHED DIRECTLYTOTHE BOTTOM CHORD OFTHE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEAMING SUPPORTS WHERE TNUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. ��" 2X4 "T" 2x6 PT KNOCK OUT COURSE E d GI W SEE TYP� TRUSS BLOCKING DETAILS BRACE (2x4 SPF) PLATE � , W SHEATHING SEE GABL€ BRACING DETAIL 4 BAYS a Q o {{j O w ° o U. N W a ~ 3ro4TRUSS WN a ®I J c o "T" RN TRUSS SPACES AI-TERNATE DIRECTION GE04 BRACE CONNECTION @GABLE END W VOLUME CEILING / 3/4" 1,- GE03 GABLE END BRACING w/ VOLUME CEILING N.T.S. o c O e RUB �, g j �_ a VERTICAL SCAB 2X8 #2 SPF 48" O.C. m` W/ (4) 12d 70P &BOTTOM OR H5 SEE TRUSS (2)-1 NAILS OR HCUR/L IN PLACE OF (4) 100 SECpoN To TRUSS v REQUIREDUIRED 0RAFEE0.S GREATER THAN e'-0" B-B SEE STRUCTURAL NOTES AND Job Information: NAILING SCHEDULE FOR (4) 12d NAILS N SEE PLAN uBLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING SHEATHING DETAILS EA. END PLATE TOP PLATE PRE-ENG.TRUS6 SECTION B-B SCHEDULE FOR SHEATHING DETAILS —� .� 2xSTUD WALL VARIES w/ ROOF a � SEE PLAN ,'. •,% SLOPE /AF CONV. FRAMED 3 MAY BE NAILED w MEN. (4) 12d WHEN IT LANDS VERTICAL SCAB 2X6 42 \ \ / / NEXT TO PRE-ENG. TRUSS SPF 48" O.C. W/ (4112d 2x8 BLKING. NAILED W EACH TOP & BOTTOM OR H5 OR \ BETWEEN TRUSSES / \ / '� '� i O 1 TJ (6 SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d \ @ 48" O.C. MAX. / \ / i C :3 a REQUIRED w/ (2) MTS12'S REQUIRED 0 RAFTERS GREATER e THAN 8'-0° \ / \ ' �� L CKI F BLOCKING 0000 * \ \ 2x4 SPF BRACE / \ @ 48' O.C. - NAIL W 4 / /() @ 48' C. w/ END NAILS 2X4 BRACE@ 4'-D" ,' ,' a M o 1 7 V <( COLLAR TIE r Eveav 3rd �� \ \ 12d AT EACH END & \ EACH ON CENTER ,' EACH END H E " � ` 0) SHFATHIN - RAFTER \ ALTERNATE DIRECTION uj J Q) ('M BLOCKING BETWEEN C8 BEVEL CUTS \ \ \ ,'' ,' ` CO (q Ln i'FJ (/i C NAILS (OPTIONAL) TRUSSES W/ (2) CONT. T EACH END, CONE. EACH BAY ` ` ' ' ' Y / IllQ) (1)B TB 2X4 SPF W/ (2) #7%3-1/2" / / TRUSSES ' Z ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN ¢ O J I-L,I 5 N BLOCKING OR HE ®48" O.C. / / =_ itl J PRE-ENG. TRUSS CO CHORD AT FRAME) TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TVP. \ / / TRUSSES 2 . Revisions: SEE PLAN FOR CONNECTION , YV e SIMPSON A34 OR 2x4 P.T. BLOCKING BETWEEN TRUSSES W/ (2}12d NAILS ® DIAGONAL OOD 2x8 42 SYP RIDGE BEAM AT 8'-0" (USP MP4) @ 2'-0" ON CENTER \ \ / / m 2 EACH END TRUSS MAX (. 2x8 RAFTERS @ 2'-0"O.C. \ n / 2X4 SPF BLOCKING 0 3 MAX. W/ (31 12d COMMON Y V BETWEEN TRUSSES WALL BELOW TOENAILS TO RIDGE BEAM / \ @ 24" O.C. MAX.w/ - _ Model Name Number: (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN 4FT02'-0"O.C. MAX W/(3)10D (3)12d EA. END (TYP.) SEE PLAN /' "\ _ = SIMPSON HGMA10 1/2" GAP - _ 2X4 COHT. AT STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM •. - @ 4'-0" O.C. MAX. N r/ 780 .L O T & 6 CHORD BEARING SUPPORT m Plan Issue Date: TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE EXTERIOR INTERIOR @ RAISED HEEL DETAIL DETAIL @INTERIOR BEARING = Tuesday, April 30, 2019SEE PLAN FOR MORE SHEATHING - VI KA PROJECT NUMBER: INFORMATION _ m _8" C.M.U. SEE - 19-2904 2x4 S.Y.P. PLAN FOR REINF. x @ 16" O.C. o Sheet: �_� pf; TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N r s TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. TB14 NON -BEARING EXTERIOR CMU WALL N,r.s. ROOF FRAMING AND BRACING DETAILS 0 \ THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill thejarnbs and headers using V8" drill bit. Predrilling increases structural performance. Use only 2.1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. SPA EVE 11 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE s" 6" 3„ 61 3„ 3a 3" 3„ 3A, - - t i I i" 3„ , 3„ 1 Lai 3" 3' DOUBLE DOOR W/ SIDELITES LOCATION OF e IN FRONT OF M j 7A /E IT 11 6" WAC E :VENLY 3" 6 ER TO BE 19-011 ,OR APP. WHEN pQelf- I II -II IN v In. Ilo, II Ir, , Ir v v d vl p Z ja-vvLvi 1 PROT A■ a ■ a m SINGLE DOOR W/ SIDELITES DOUBLE DOOR IRED 4" DIA. CONCRETE FILLED PVC. PIPE. OF SLAB 16" MIN. DIAMET CONCRETE FOOTI N.T.S. a., N SPACE EVENLY I VNIF X, SEA AM L NAIL SHINGLES W/ SS OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. WADedM 7- ,a louse h 51M W. valley cemerline - SHINGLE INSTALLATION GUIDE R00� CRICKET: MIN; 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY RTICAL WALL ENTRY TEXTURED, PAINTED EXTER. WALL FINISH B" x 6- H GALV. FLASHING CONT.- PLASTER STOP-, ROOF — SHINGLES G" X 6' H GALV. HASHING CONT.1 Fit -UCgB D s�Goal 20, .000 ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF6"ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL FLASHING DETAILS 6" HIXiIZ. NOTE: THIS DETAIL IS REQUIRED FLASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION eaves about 1/2- If drlPGage Is uaetl, or about 3/4" It no grip edge Is used. INSTALLATION OF RUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW W/ 3/16" x 31/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK hASTALLATION OF WINDOW ATTACH M ENT N.T.S SUCK STRIPS -1x4 (DEPTH I)F WDW. FRAME MIN.) GLUE .;TRIP W/ADHESIVE SEALANT BLOCK LINTEL 1i SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH ° DRIP EDGE WINDOW SEALANT 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 11/2" MIN. EMBEDMENT 2X WOOD FRAME r8 WOOD SCREW BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN ASHEATHING EXTERIOR 3/40 MIN. EDGE FINISH DISTANCE BY OTHERS PERIMETER 1/4" MAX, CAULK SHIM SPACE BY OTHERS O,A. WINWW` HEIGHT EXTERIOR INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S io �i _ T 1nsW IMtiwt Instructions Fur NI Fixed Windows With Mound Finn Includes all of the fallowing series: H'L -L 625 1825 / AZ15 / FL13 / AZ30 / FL30 / V1500 / VISW / V300 / V380 VF200 1 vr2so f 092000 I Gs208o Prest 662 Presilise as2 LHIo l4mdr um Foasrer S,wd„g Wall Framing: (Iambs. Head and 1111) #2 SWUMIRIM/Fir s" a" a" B•-# 6" 4"� G,•eeC �Sillmna #1m x1-1/2" �..._-_ Screw pnlmam Penetration 61.Log Owed&tero T-- YkwCronSedionView Fixed NRVL rT—rl Mnlmum I Alff - '-Siliwne -- _-JALI Edmior Sheathing _ _ Note: We Ora Vlyndmnmand thease of =14e1 d/oy NestAng, tapes Ind $Il/Pens M A&WIn A57N F711241. No W~, doeM "he Nam to code, end bu/Wby!neat ItIs Nat iso to the end opt to dehrmMs the prow ynfbodaWn ofdlafe Nam,. LCAVC Ism 000aLC WAP 0Nt Somm installing Your window, the bubble wap may be pesied bads for Inspection, bur pease s-sbck the wrap to Pro[=the Nocka from scratches amd other damage until wn,W on uwrldete. Sty 1 Meayse miss sue the opeNlp B 31W m 1/2" larger Men the window sze boll va"aiN a,d horizontally. " You may ntah to pm-ont Me insmlla"on holes In the en a[ this have. dW Aypuxlhaf yars&ds mowow /A as aw arum SRP 2 ,Apply a ger"m,a Dead or sllZas m 0W boluide d the Mounting 0n Use slough sltlwne m sWSdBrnV M NI uvNs beNreen tlN an ant me wag Asetang. Slap 3 Instill the windmv Into Me, opening tom Me outride The window H labeled "i u e" and "outline', but eMesc rebels have been WRIMId As getting brad shunt IMMys, be m the lnxde of the building. step 4 ]r Ones under the sift, ad)umug Men urml Me urd Is plumb In the opewg. Slums Mould be Miami! under As &1 every 2 feet. The wireless should W Inoalfcxlmted In tip opening weh no more Man 4' gap bebveen the window ant.9 fire Step S Install a$10x 1-1/Y screw 4"fiom the comer'&Me fin neatl, ardor Me heed till end both jamb,, Step 6 IreWI the remaining fasteners h 6' MkdmN1[a hen Me [Hoer strews m Me renter"earl flame member, tee are norm over- e9lnen Me saws and psi tram t1MVh the fin. Ako, make sure me saevn go In straight and do not muse the Mare to bow. zo hameng should be a minimum of *2 Sprowpinarfir. Fasteners should be #10 saeae of suWKke th to believe 1-3/0"peratration Into Me well and M hen Man 1/2" from edge d fmmin . Fastener quarrubms needed in end, side d lame m ad,lave 0" Fmme Member 10" 1s' 2W 3I 42" sit" s•, 6s" 74' 02" •0 ss" V. ber"FasDa 11 3 1 4 9 1 6 1 7 1 • 1 • 1 10 1 11 1 12 1 13 Step 7 Remove elfess pwM uesee our' Dom around the fin and I for holes or vows. Ike slllmns to fill any winds. SIN d If deshed, a Nam mulatlon ae be applied m Me Interior gap beeme m tie windmv and wall framing. If applied, do,m Abe tlW NON EXPANDING 71'PE FOAM. Step 9 Sinn "Mass wintlowa are typ"ally Well in moms with high molot re, Is; bathrooms, It Is recommended Mat the Inmtlm gap between the widow and wall fiamm9 also be sealed with slow au tooled so as not to Interfere with the impealmn of wallboard, As a Men, Step 10 0rxa all corwrucdon Is colMlem, remig, the bubble wrap from Me Insule and outside of Me WMow. It nemastri den the mods WWI a mel denies land Ave .water using anon dent. Failure to follow thus procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Approval # Pressures Method Roofing: 1st Choice DADE COUNTY APP. CERTAINTEED LANDMARK 30 NAIL SHINGLES GAUGE ROOFING NAILS. MIN HEADS. DS. 6 PER SHINGLE. FL5444-R13 2nd Choice DAD APP. OWENS CORNING OAKRIDGE AR FL16828.1 COUNTY W/ 3/8" MIN PENETRATION THRU SHEATHING 3rd Choice DADE COUNTY APP. KO I dUstrues, Ltd R Ca ntxidge AR FL7006-RSO R.7006A 4th Choice COUN Y APP, GAF FL10124-1 ROOFING UNDERLAYMENT: 1st Choice INTERWRAP, INC. IINRp INFO ROOFT UNDERLAYMENT SHALL BE APPLIED AND FL15216-R3 ATTACHED IN ACCORDANCE WITH R905.1.1 FL152161- WOODLAND JITPE II UNDERLAYMENTS VHZ FL17206.1 lad Choice INDUSTRIES INC 30 ASPHALT -SATURATED ORGANIC FELT Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 73W6 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS FL15279-R5 9 .52 2nd Choice 1 +30.0/-32.0 CLOPAY FL15279.36 Swing Doors: 1St Choice +67.0%67.0 THERMA TRU-CORP. FIBERGLASS DOOR GLAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL1522SR4 THERMA TRFRr FLUpOOR 2nd Choice +67.0/-67.0 AssU-CORP, SH AND MIN. 12' O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/1W X 3" WOOD SCREWS MIN. FROM FL15225.5 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. TYPICAL ALL 4 SIDES) Siding: 1st Choice +0/ -146.3 The TRIPOD Group 7" Staggered Shakes INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING NAILS Vh" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10. O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL F120403.17 N.A. N.A. N.A. n i SHALL BE BEYOND WALL DRESSING .Windows: 1st Choice +40 -50 / MI WINDOWS 3540 SERIES Single Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/18" TAPCON ANCHOR WITH MIN. Il A" EMBED, TO ALL FACTORY DESIGNATIONS NTH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ 08 SCREWS FL 17676-R6 3640 SERIES +40/-50 MI WINDOWS Single Hun flu g (flange) OF SUFFICIENT LTH� TO PROVIDE 5/8" MIN. EMBED, INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF SUFFIENT LENGTH TO ACHIEVE irk" INCH MINIMUM EMBEDMENT +50.0/-50.p MI WINDOWS 3540 SERIES FL18644-R2 Picture wilMow IN WOOD SU85TRATE. FLiS644.2 Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A FL 185042 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 BLOCUS 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL185.R10 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 KAYCAN LTD 8" BEADED 1. 1/2" NAILS 30" O.C. IN FLFRT VINYL I DIRECTION OF SOFFIT LENGTH �66503F43 Hurricane Panels: 46 PSF EXT/ HURRICANE STORM 24" Ga. Galvanized DIRECT MOUNT. TOP �"-20 MALE PANELMATE W/ FL16293.1 1st Choice 46 PSF INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 1 /2" O.C. BOTTOM 1A"-20 SIDEWALK Panels BOLT w/ POWERS CALK -IN _ 1 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: FI. # 82126 it Ln z � W a y � w �i7 N 0 w E89 0 C N _ if6 U �o W ® Ou-¢p��41 ~ y o ° p� 2 U 0 Q � � d ♦ Afnilatlons: All,y�•y B D ♦ Fonsultants: g a N I, tl to LO W " 0' 0 000 w5ya Q$pn0 Ile* 7k EE v$} tb 1.11V^Z c5 'min V y-,wN0 On .9 Qer LLO W W IN O pN \ b"�®Z a TO W Z ry SIM c. v `0� 0-1- 0) IS F d k �i ((t Ary ❑ i L- Y � O: w .°#ice ',• ,49 �;, (��T�� edl2���r� 11 4avve, Builder: W W N sQ U _ z IL J w NO S2 W .J W IU6 Q to o W ® z W a erez Li. 0 O O :5 S (l M @3 a I♦ I Job Information: I N C 0 O C U � a V a o � z �00) W J 0)(Y) \ T4 (D lii iY) 4j m ai z I"—`SUm 00 In �a �' — O ,J Lu N J� J m (1) w L")n LUL Revisions: 1 YV 2 3 Model Name / Number: 1780 ♦ I Plan Issue Date: Tuesday, April 30, 2019 VI KA PROJECT NUMBER: 19-2904 Sheet: S-5 of: 9 MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER FLASHING REQUIREMENTS 1 NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER& WEATHER ER RESISTIVE 'C`1L►�D F I R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. LG YYlY1 ��C SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING The exterior wall envelope shall include fl' G THESE DETAILS ARE GENERIC AND MEANT TO SHOW � dshing as described in Section ` R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is N"I'Y /WEATHER WINDOW UNIT GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. intended to resistli uidwaterthathas a („� i RESISITIVE q penetrated behind the exterior covering from further intruding ST" BARRIER WOOD FRAME FLASH(. SLOPE into the exteriorwail assembly. An exterior wall covering is described as a material or assent TAPE EXTERIOR SELF -ADHERED FLASHING 3J4"-1" BEAD OF CONSTR. assembly Of SHEATHING materials applied purpose providing y BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 In : 12.0 In pp d on the exterior side of exterlorwalls for the ur ose Of rovidin a weather -resistive SELF -ADHERED FLASHING bar er, insulation, or far aesthetics, Including but not limited to, veneers, slding, exterior Insulation and " OVER RIM JOIST AND UP THRESHOLD S DOOR AND RETURN (0.6 cm : 30.5 cm) finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. WALL BY6IN. UP JAMBE". USTHERDNAIL BRAND PRODUCTS DETAILS _ �^°°rMtlVF4W1N1ON� OR EQUAL WEATHERPRDOFCAULKING SELF -ADHERED FLASHING CO � R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying WEATHER SELF -ADHERED FLASHING �" EXTERIOR with ASTM 0226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or RESISTIVE j sheathing of all exterior walls. Such felt Or material shall be applied horizontally, with the upper layer \��iii/// Z 10 BARRIER / CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND 9 �! ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 lapped over the lowerlayernot less than 2 inches (51 mm). Wherejoints occur, felt shall be lapped not SEAL TOPS OF UNDER DECKING i 'I SUBFLOOR less than 8lnches (152 mm). The felt or other approved material shall be continuous to the N (SEE DETAIL WP07) V' '� PP top Of walls SELF -ADHERED FLASHING and terminated at penetrations and building appendages In a manner to meet the requirements of the o_ exterior wall envelope as described in Section R703.1. WIRE LATH Z HEAD FLASHING TIE-IN INSTRUXTIOat R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied c v I N O RIM JOIST over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance y 1. Cut, fold up 8 temporarily secure weather Detail I nstruetion$ ,/� w resistive barrier above header to allow for flashing installation Refer to the number marked as ® in each detail that corresponds to the at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently 2. Salt -adhered fleshing plus heed flashing under weather resistive barrier BUILDING numbered items in the list of instructions below: such that each layer provides a separate continuous plane and any flashing (installed in accordance with z 'o ��^ 3. Fold weather resistive barrier back over head flashing and O PAPER 1. Install self -adhered flashing in order as shown by numbers Section R703.4) Intended to drain to the water-resistive barrier Is directed between the layers, o U - "I seal with tape 2 2. Install flashing and weather resistive barrier to form water shedding laps o 1 0 w o 2 Exception: Where the water -resistive barrier that is applied overwood-based sheathing has a water 2 / o m F E 2 3. Self -adhered flashing can be substituted for building paper resistance equal to or greater than that of 60.minute Grade D paper and is separated from the stucco \i/� m o LO 4. Split the release paper using the ripcord (Split release on demand, by an intervening, substantially nonwater-absorbing layer or designed drainage space, R U 0 0 SELF -ADHERED FLASHING Scale: NTS embedded in the adhesive layer) for ease of installation and to minimize W FLANGED WINDOW SELF -ADHERED FLASHING SELF -ADHERED FLASHING W P03 y) FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER JWP01 EXTERIOR DOOR WITH DECK - SECTION A W P02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER scoring cuts R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a mannerto N �. 8 a� o 5. Remove all release paper per standard installation instructions and Prevent entry ofwater into the wall cavity or penetration of water to the building structural framing f V o ° adhere to substrate using a square piece of flashing material 6" x 6" components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior g c H a EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) ( fenestration products shall be sealed at the juncture with the building wall with a sealant complying with a Q a AAMA 800 or ASTM C920 Class 25 Grade INS or greater for properjoint expansion and contraction, d EXTERIOR SHEATHING � / -1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as shown b FLASHING JAMB 8 HEAD ADHESIVE y arrows ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Affiliations: ADHESIVE TO F APPLIED UNDER Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall THRESHOLD S DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit pP g UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) tight to corner extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at e A p 7 the following locations: tr COMPALETTERTIBILITY ON CHEMIGAL� 8. Mechanically fasten as necessary G B D,.. ' ���ttt COMPATIBILITY � SCORED y ry RELEASE PAPER 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the r Consultants: SELF -ADHERED SELF -ADHERED FLASHIN(;, v BEFORE FOLDIN SCORE surface of the exterior wall finish or to the = EXTEND A MINIMUM D water -resistive barrier comO�POGEplying with Section 703.2 for subsequent r m CO re FLASHING VERTICALLY FROM 6" READHESVE AS 3H M) drainage. Mechanically attached flexible flashings shall comply with AAMA 712. a ., N BOTTOM OF a w THRESHOLD Flashing at exterior window and door openings shall be installed in accordance with one or more of the �- I'- $ o d m # z s following: B 2 Q r s z MECHANICALLY FASTEN AS 9� `o � � m � � m m -�z SECTION•A NECESSARY IN CORNERS THROUGH a F ui Ot (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.1 The fenestration manufacturer's Installation and flashing instructions, or for applications not addressed = fa m s ` Y ♦ o " N 8 i p n the fenestration manufacturer's instructmanuns.ions, a a 8 a p W `�- cv �� a Q bmN FLASHSELF-ING O A� Where flashing instructions or details are not provided, pan flashing shall be n stalled at the sill ofInsexterior LL a Z a m �v\ window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the 2 raw=���v�o Z surface of the exterior wall finish or to the Water resistive barrier for subsequent drainage. Openings using pan 8 w� t + o 0 z flashing shall incorporate flashing Or protection at the head and sides. '� „' g 8' ,,,.e m o N o +rrm SELF -ADHERED FLASHING b 1.2. In accordance with the flashing design or method of a registered design rofessional, d s s gs .`� OF '"i NAILING FLANGE t Oz 4 1.3. In accordance with other approved methods, 9 9 P g g E a g¢ a -8 aI •• h 2 1.4 In accordance with FMA/AAMA 100. FMA/ AAMA 200, FMAANDMA 250, FMA AAMA WDMA o , SEAL TOPS OF JOISTS 1 T LL Q• U �ry F DO NOT FLASH OVER - UNDER DECKING 300 Or FMA/AAMAIWDMA 400y masonry construction with frame or stucco walls, with E BOTTOM NAILING SEE DETAIL WP07 .- FLANGE 8 ( ) 2 2. At the intersection aF chimneys or other projecting lips on both sides under stucco copings. + tr- ' "u ° ro 3. Under and at the ends of masonry, wood or metal copings and sills.%r g SELF-ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING FwP06 4. Continuously above all projecting wood trim. y CO O.' �� HALF ROUND WINDOW IWPO4 EXTERIOR DOOR WITH DECK W P 05 INSIDE CORNER 5. Where exterior porches, decks or stairs attach to a wall orfloor assembly of wood -frame construction. lip, �� 6. At wall and roof intersections. % ��'� *jORO ." c� ,���+ 7. At built -In gutters, i�r�tid�hLAtg�1 N SELF -ADHERED FLASHING -¢o DECK PROTECTOR `m SHEATHING yv Y 7/8" Cement Plaster 7/8" Cement Plaster o ,r in accordance With - - SELF -ADHERED � ASTMC926 in accordance with FLASHING PATCH ASTMC926 .. ' . .. Felt backed metal Felt backed metal lathe In accordance SELF -ADHERED FLASHING Builder: DECK PROTECTOR RESISTANCE COATING with ASTMC 1063 - m PROVIDE MIN 8" WATER lathe in accordance \ AROUND ENTIRE PERIMETER wRh ASTMC1063 w Building Paper ", y, EXTERIOR FACE OF BLOCK, r^ Building Paper Y 1I. 1'AROUND THE INTERIOR OF ' 7/16" O.S.B. IW �• M 7/16" O.S.B LM THE OPENING AND THE FULL ' . , � w ' II DOUBLE PRECAST SILL- �: /�� sheathing . . � sheathing c Q v M I SINGLE JOIST ��' ' Metal Keep top edge M O M 1 JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING c ` J Flashing rio of weep screed 8 d Q Q 3" MIN 3 1/2" blocklow top of .ZA y W IX Unperforated 4 N z W O E N Flange 7/8" Vulcum J U O nj Weep Screed cauk bottom o � LL Z n SELF -ADHERED FLASHING SELF -ADHERED FLASHING Maintain Metal Flashing J W I� MASONRY INSTALLATION Bottom Screed Metal Unperforated " J a 1H0.8362x;DECK JOIST FwP07 WP08 WP09 Weep Screed 3-tY7/8"WepSced 8 a I p OUTSIDE CORNER FLASHING 1 1/2" to 2" Flange 7/8" Weep Screed � J Above Roof o p " 112Cementitious Sheathing = a Decorative Finish A °'' ' �• All inside and EXTERIOR " outside corner will CEMT. FIN. WINDOW UNIT °` need to be miter Job Intormation: O BUILDING PAPER Cement Plaster cut and caulked all OO SLOPE in accordance buttjoints need to + SLOPE SLOPE with ASTMC926 °' ° ' becaulked using o 0.3in:12.0in 9 Qt 0.3 in : 12.0 in 0.3 in : 12.0 in over wood 2nd Vulcum caulk for all + (0.6 cm : 30.5 cm) m 16 cm : 30.5 cm) (0.6 cm : 30.5 cm) floor z M ,A y T SELF -ADHERED FLASHING 2 O Co c WIRE LATH a _- U O SELF -ADHERED FLASHING EXTERIOR BUILDING PAPER CEMT. FIN. r c c, 7 Z U O 0) WIRE LATH " w J N M �} m SELF FLASHING 112" Cement m M ;n kOD Plaster Finish 2QQ Z I_ V m rn m WIRE LATH .. Block Z Q -J LLJ :D N -� 2 1/2" Perforated J m LO BUILDING PAPER BUILDING PAPER 'Cement ;•o• Flange 1/2 Weep RevisionScreeds: Plaster •,• m 1 YV 'over block gv EXTERIOR 1 st floor 2i WINDOW UNIT CEMT. FIN. v 3 Slab Install bottom edge of weep Model Name /Number. screed V below 1780 finish floor v 8 � Plan Issue Date: 2 2 OPTIONAL DETAIL Tuesday, April 30, 2019 Note: 3 KA PROJECT NUMBER: 3 O The building paper and metal lath x 19-2904 SELF -ADHERED FLASHING W p 1 0 SELF -ADHERED FLASHING W P 1 CEMT. FINISH PARAPET WALL W P 12 the weep screed. SELF -ADHERED FLASHING must be installed over the top of WEEP SCREED DETAIL " le Sheet: Of: CEMT. FINISH WINDOW HEAD i� CEMT. FINISH WINDOW SILL SCALE: NOT TOSCAi-E N o W P WATER PROOF DETAILS ,11 4" bath duct to roof cap w/fan Nutone 696RNB N cr 42X42 A/C SLAB N BY BLDR MIN 2' FROM WALL _0CATI31 25 SH 25 SIT EGRESS 1T_6„ EGRESS OWN—H BEDRO�TM 12x6 lwcd VLULIED c-1.INN a, T To 10' FLA F 155 4 10x10 rag[ 8 BEDROOM 7 VAULTED CEILING 11Ox 1 wcd TO 10' FLAT 75 5,_8., 0 -�5_ — aisle �i -IL�rIU S R; SII 10x10 rag 10x6 lwcd 80 BEDROCK VAULTED CEILING TO 10' FLAT 4" dryer duct to roof cap w/dryer vent box JLL D'A'N. ;TAI45 OCATF IC' 9ELD GARAGE 8'-0" CEILING BIBS (MS- 2 k il�2 JIL 16'x7' GARAGE DOOR FLOOR PLAN SCALE, 1/4" =1'-C" ELEVATION A 6 ra M 12 IM 4" bath duct to roof cap w/fan Nutone 696RNB 4'-4„ 5 SH'S LINEN 2668 A 8X4 11 wc—d— L UNDR) 1D C" CEWNG 2868 ,A B w2 10x6 1wc 8- "CEILING DL R SH (4 1 we d.-W. . C. 0" CEILING 20 R/SH x16 rag 14x8 1wcd 205 7A MILY VAULTED CEILING TO 10' FLAT I� 8 fbrog i � 6'-6 FOYER 3068, O ENTRY 1 /5KW @240V 1PH 18x10 plen scale :1/8"=1'0" 8 platform by bldr LANAI 8'-0" CEILING 2868 "✓` o> KITC EN =z 00 VAULTED CEILING o� TO 10' F T2x6 1 wcd 150 G. 7" �os6 0 12x6 lwcd 155 W DI d NG s VALUE CEILING y To 'IU' FLAT I_ y `3S �2 S,y 35 SH COLUMN YP. OF (2) NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE R Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. � Im z 0 W W W � F- 0 a A� 57 o O Cn w Q L z `� Li0 (D Q 00 m Z < AREA CALCULATIONS w .. 1st FLOOR 1780 SF. Q 7 L TOTAL LIVING (AC) 1780 S.F. J — Q 1--+ N GARAGE 391 S.F. W 1 ^ COVERED ENTRY (BASE) 98 S.F. COVERED PATIO/LANAI 117 S.F. TOTAL AREA UNDER ROOF 2386 S.F.5 Rating