Loading...
HomeMy WebLinkAboutPLANSI" STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA t E®FoN� TERMITE SPECIFICATIONS: INDEX OF DRAWINGS E R318A CAST IN PLACE CONCRETE CODE CRITERIA °1.00 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT NO: TITLE T BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS) A SLUMP OF 5" PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34-43 NT IS IN ACCORDANCE WITH RULES TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT M 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A A1064M. WWF SHALL B / E LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING DE REQUIREMENTS R STRUCTURAL CONCRETE (ACI 1 -14 U G CO U S FOR S RUC URAL CO C C 3 8 Q ( ) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.10) 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) N NOTES: A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CAST CONCRETE PADS STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION CONSTRUCTION - 20 ECIFlCATION FOR W000 CONSTRU 15 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORA R BOR-A-COR" 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 PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA M 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 WITH THE BUILDING DEPARTMENT LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL- 2015 EDITION 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL, 0 PREVENT INSECT INFESTATION ARE REQUIRED TO BE FIELD TREATED T E I FE QB. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO 1. ODE REQUIREMENTS: IS WORK SHALL CONFORM TO C U IT THE INTENT THAT ALL W C THE Q goor 3. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 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 (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE STRENGTH OF 1900 PSI (f m = 1500 PSI) DEFLECTION CRITERIA PROVISIONS OF THIS CODE. 2MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS EXTERIOR WALL LATH ATTACHEMENT OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: MATERIAL EXPANDED METAL OR X 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT WOVEN WIRE LATH SHALL N S SHALL WOVEN ATTACHED TO WOOD SHEATHING WITH 11T2" LONG. GAGE NAILS HAVING A 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 10FT, ROOF RAFTERS LL/180 TL/120 WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/0 CLG) LL/380 TL/240 Z 16" HEAD. OR 7/S"' LONG. 16 GAGE STAPLES. SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MSO5 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 AND HORIZONTALLY (REF. 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 FLOOR I -JOIST*** LL/480 TL/240 GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. *TL MAX 2" UP TO 40FT SPAN R703.7.2 PLASTER. S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR **TL MAX 3/4" PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER 9• TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. *** TL MAX 1/2" METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. A GENERAL ROOF LOADING R703.7.3WATER-RESISTIVE BARRIERS. WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER EABLE BARRIER. THE INDIVIDUAL SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE RM ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) LAYERSWOOD43ASED PROVIDES A SEPARATE CONTINUOUS INDEPENDENTLY SUCH THAT EACH LAYER PRO LAYERS SHALL BE INSTALLEDI I. ALL EXTERIOR WOOD STUD WALL BEARING WALL HEAR WALL AND MI STRUCTURAL 0 00 S U S, G S, S S SC, S UCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE TOP CHORD LL 20 20 20 20 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 SHALL CONSIST OF ONE OF THE FOLLOWING. LAYERS. THE BARRIERS A SHALL BE USED. AT A MINIMUM ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD DL 7 7 15 25 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19%OR LESS), U.N.O. ALL WATERPROOFING AND 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD LL* 0 0 0 0 SYNTHETIC HOUSE WRAP. 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OFTHE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD L 10 10 10 10 TOTAL (PSF) 37 37 45 55 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. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BOTTOM CHORD LL (OPT) APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, ' BUILDING STRUCTURAL FRAMING ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SEX) DOES NOT. ATTICS W LIMITED STORAGE A CS / L D S ORAG 20 COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 EXTERIOR WINDOW/DOOR OPENINGS. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. WITHOUT WOODEN TOP PLATES. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVQ BEAMS: 2.OE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN CONSTRUCTION. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: GENERAL FLOOR LOADING AT WALL AND ROOF AT BUILT-IN GUTTERSMERSECTIONS ROOF FLOOR SHEATHING: T&G ACGGRO P 1IARA RATOR OR OEDB(48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. EXTERIOR CEILING LATH ATTACHMENT WALL SHEATHING: 7/16" STRUCTURAL I OSS EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 TOP CHORD LL 40 (PSF) COMMMENTS: A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL PER THE ASTM C 1063 NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) 1 COVER SHEET 2 FLOOR PLAN Z n1 z S W 3 FOUNDATION PLAN Q '° 4 ELECTRICAL PLAN n � a W Yo 5 ELEVATIONS � /- 6 TRUSS LAYOUT V) z to C9 w S-1 LINTEL PLAN v y n�W w S-2 DETAILS � o - a S-3 DETAILS 11 Y - 0 SA DETAILS a q i o S-5 PRODUCT INFO SHEET �� al muq WP WATERPROOFING DETAILS a o 0 M-1 HVAC ' _ o0 v '- $ d Affiliations: A[l'ti=- i 8 D. w E V Consultants: T C w m m CO = e � ti a N r- 0 m �p N N to o �m W N . � ro cl Yk # YC - ro c Fj r5 E5 wNa O) (n c Z U) w .� "Q C7¢c,Tap" a � O „ "2p. Z s2Not 1 <. Z ro awl LLd' m a?0:,. -a W m crnz C C,= E W i Q� m m r ) m $ Y •EaUj Ej1 Q - 7.10.2.2 DIAMOND -MESH EXPANDED METAL LATH, FLAT -RIB EXP D METAL LATH, AND WIRE LATH SHALL BE a . ATTAC TO HORIZONTAL WOOD FRAMING MEMBERS WITH . (38.1-MM) ROOFING NAILS DRIVEN FLUSH WITH PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES - THE P, BASE AND ATTACHED TO VERTICAL WOOD FR G MEMBER'? WITH 6D COMMON NAILS, OR 1-IN. BOTTOM CHORD DL 5 (PSF) (25-MM) RO NAILS DRIVEN TO A PENETRATION OF N SS THAN -/. IN. (19.1 MM), OR 1-IN. (25-MM) WIRE 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STAPLES DRIVEN WITH THE PLASTER BASE. ST SHALL HAVE CROWNS NOT LESS THAN 3A IN. (19.05 MM) STRUCTURAL PLAN AND SHALL ENGAGE N S THAN THREE STRA F LATHAN H AND PENETRATE THE WOOD FRAMING MEMBERS NOT 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING LESS THAN 3/4 IN. (19.05 M EN METAL LA APPLIED OVER SHEATOING, USE FASTENERS THAT WILL -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. PENETRATE THE STRUCTURAL M S NOT S THAN 3/4 IN. (19 MM). 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (pSF) COMMMEN]TS: WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) �+ 7.10.2.3 EXPANDED 3,8 IN. (9.5 MM) R ALL 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 OVIDE SS THAN 13A4IN. (44.5-MM) PENETRATION INTO HORIZONTAL 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) 2 WOOD FRAMING MEMBERS, AND 3' . (19.1-MM) PE ON INTO VERTICAL WOOD FRAMING MEMBERS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. a 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES 7.10.2.4. COMMON NAILS S BE BENT OVER TO ENGAGE NOT HAN 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 READINGROOMS ROOMS 150 (PSF) Builder: OVER A RIB WHEN RIB LA 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) '* 7.10.2.5. SCREWS U TO ATTACH METAL PLASTER BASE TO HORIZONTAL AND ]CAL WOOD FRAMING MEMBERS AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) SHALL PENETRATE LESS THAN 5-8IN. (15.9 MM) INTO THE MEMBER WHEN THE IS INSTALLED AND SHALL S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) M1 ENGAGE NOT LE N THREE STRANDS OF LATH, WHEN INSTALLING RIB LATH, THE SC SHALL PASS THROUGH, SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) THE RIBINSTALLINGW BUT NOT DEFO STAIRS 40 (PSF) 3 o Q UPLIFT CONNECTORS FOOTNOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG O Q U I. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. I ^ 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 z a J NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR 0 w J MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. lA z W ,�,I E 16 V W E! FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: N Iu ~ 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 IA the Intent of Designer/Engineer listed In the titleblock of these a LL N Csp1 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 ..1 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 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 ¢ m Z O THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to ' Q LL O n 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 Designer/Engineer are not y 0 c J PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. undetected and not reported to the Designer / Engineer prior to 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the TO FOOTING). information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'A"x 2'A" TITENS TO information found in these plans should be directed to our Quality c 5 V Job Information: MASONRY AND (7yIOd 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 backcha ges MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SDS SCREWS AND (5) 1/4" x 21/4" TITENS ONE EACH SIDE OF TRUSS, W will be considered for reimbursement by the Designer/Engineer 4? 0 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 31N A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE without advanced notification and approval by the O Designer/Engineer. Payments will be made In accordance to the a to MISSED, CONTACT THE FOR FOR SUBSTITUTION. terms of the agreement.' y II 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) z A/ 3 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT 2 ry 0)FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. 2O MASTER REVISIONS ~ " Ln LO 0 7 a� DATE DESCRIPTION W Do m ® + > 0)Ln m <n c ai � DAMS HOMES z 0_j w m M a -jmcncnI� Of Northwest Floridan E N c � Revisions: M 1 YV w 2 o` j� �u 3 3000 G1� LFBIE" o'�7] E PARKWAY GU LFBIREEZEFLOR DA 325663 Model Name Number. � 1820 N O) � Plan Issue Date: a Tuesday, April 30, 2019 w Tj KA PROJECT NUMBER: d MODEL 1820 m 19-2902 T o Sheet: Of: Sl. P�{,1l�IG 4.Iil1Al l�r N loo COVER SHEET WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY 11 BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED L SED INTERNAL PRESSURE COEFFICIENT 0. is NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA O O (+) 27.6 (+) 27.5 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 O Q 50 (+) 24.8 (+) 24.8 4 4 O 27 .1 ( 31.1 sQ Q (+) 23.4 (+) 23.4 100 25.7 28.8 ` DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x T-0" 16'-0" x 7'-0" 1-) 51.3 () 24.3 (+) 23.3 (-) 27.5 (-) 25.0 GENERAL PRESSURE NOTES NOTES: I. 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 A +27.6 / -29.9 1 n +27.6 / 37,0 BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CARLA TOP BOTTOM BW1 16" (2) led TOENAILS 12)16d TOENAILS SPF UPOLIFT BW2 161, SP2 W/ (6}10d SP1 W/ (6}IOd SPF 402 STUD, (6) 10d PLATE STUD, (4) lOd PLATE BW3 16" (2) SP2 W/ (6) 10d (2) SPi W/ (6110d SPF 803 UD 6 16d PLATE STUD, 4 SOd PLATE NO BW4 16, (2) 16d TOENAILS (2) led TOENAILS SYP UPLIFT BWS SP2 W/ SY10d SP1 W/ (6)10d 16, STUD, 6 10d PLATE STUD 4 10d PLATE SYP 430 (2) SP2 W/ (6) 10d SPd W/ (6)SOd 7BW6 1 16" STUD 8 10d PLATE STUD 4 10d PLATE SYP 87tl NO BW7 12" (2) I6d TOENAILS (2) 16d TOENAILS SPF UPLIFT BW8 SP2 W/ (6)-10d SPI W/ (6}10d 12" STUD, (6) 10d PLATE STUD, (4) 1.06 PLATE SPF 535 12) SP2 W/ (6)10d SP1 W/ (6)30d BW9 1T STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 1070 BW10 1 12" (2)led TOENAILS (2)led TOENAILS SYP 0 BW11 SP2 W/ (6)-1od sP1 w/ (6F10d 12. STUD, (6) IDd PLATE STUD, (4) Lod PLATE SYP 588 13W12 (2) SP2 W/ (6) 10d SP1 W/ (6)tl 12' STUD, (8) 10d PLATE STUD, (4 10d1UPLATE SYP 1170 9W13 NOT USED OUBLE 2x TOP PLATE TOP OF WALL ,{L SEE PLAN T MASONRY WALL 012 ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH --SEE MS03/S-1 FOR NO UPLIFT CONNECTORS BRIG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F SEE FOUNDATION _ 2x P.T. W/ 1/2" A.S W 32. O.C. W/ 7" INFO EMBEDMENT OR i/2^ A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN, 7" EMBEDMENT PAST STEP DOWN. Ujil REQUIRES MIN ALT.; SIMPSON 1/2" TITEN HD @ 32" O.C. 7/16" 083 PLYW'D W/ SAME ENT Wd NAILS AT 4"W SEE GENERAL NOTIE#8 BRG. WALL DETAIL NFIELD AND EDGE., GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2.4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP 41 OR SPF 42 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4, SP4, BPS AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPS AND SP2 INDICATED IN SCHEDULE ABOVE 5.IF"BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/53.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 21d 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/ Sd NAILS AT 4' O.C. INFIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTEftlOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE B. IF THE BEARING WALL IS INDICATED WITH THE BWl. BW4. BW7, aW10 TH ESE WALLS ARE ONF! SUPPORTING THE FLOOR LOAD AND UO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SPl/SP2 DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. Sod= 0.148" CIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(L9) C1 (3) 2 x 4 #2 SPF (4)- Jed TOENAILS 0 c (3) 2 x 4 #2 SPF DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 11/2- 21M SDS SCREWS C3 (3) 2 x 4 SYP #1 OR (4) - led TOENAILS 0 DTT2Z W/ 1/2" WEDGE C4 (4) 2 x 4 SPF 02 ANCHOR* & is)1/4' X 11/2" 2145 SDS SCREWS FC5-1 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** G ` 6685 2200 SYP POST & (12) - led NAILS U = 6 x 6 P.T. #2 ABU66 W/ 5/8' ATR** G - 120M C6 SYP POST & (12) - led NAILS U - 2300 8 x 8 P.T. #2 ASU88 W/ (2) - 6/8" ATR** G = 24,10 IIC7 SYP POST & (18) - 16d NAILS U = 232® C8 3.5 x 3.5 P.L 1.8E Fb=240D PSI HDU5-SDS2.5 W/ (14) 1/4' x 21/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT,) ANCHOR, OR ATR** 3-5 x 525 P.L. HDU5-SDS2.5 W/ (14) 1/4' x 1.8E Fb=2400 PSI 21/2" SDS WS & 5/8" EXOPY 5645 WOLMANQED IF EXT. ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Fb-2400 PSI HDUS-SDS2.5 w/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMAN[ZED IF EXT.) I ANCHOR OR ATR*** C11 5.25 x 5.25 P.L 1.8E FO-2400 PSI HDU8-SD52.5 W/ (20)1/4" X 2 1/2" SDS WS & 7/8- EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L HW8-SDS2.5 W/ (20) 1/4" x c12 1.6E Fb-2400 PSI 21/2^ SDS WS & 7/8" EPDXY WOLMANIZEO IF EXT. ANCHOR OR ATR- -I 7870 GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2- ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF (CI COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) S. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.SE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON Vs. GUN APPLICATION NAIL DIA: LENGTH NAIL SPACING 8d 0.131' X 2'A' 0,131' X 2le SEE PLAN RING _ SHEATHING SHANK ON ROOF ROOF & WALL:-. 10d OR 12d 0,148' X 3' 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148"X aIA' 0.131"X 31/" NAILS &TO _ TATE 1.2d 0.148' X 3'4' 0.131" X 3 °4" a" O.O(COMMON) STUD W 6" O.C. GUN NAIL CORN Ind 0.148" X 3" 0.131" X 3" 8" O.C.(GOMMON) STU0dFACK 6" O.C. GUN NAIL CO MNS led 0.162' X 3 D4' 0,131" X 31A" (2) 1:COMMON) SE lAN (2) 16D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2)- 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H5 (2)-13/4"X 111/4 ATTACH TOGETHER W/(2)ROWS 1/4"X3112' LVL 2.0E Fb=2600 PSI SDS WE) SCREWS @ 16' O.C. TYP. EACH SIDE H6 (2) 13/4 X71A ATTACH TOGETHERW/(3)ROWS 1/4-X31/2' LVL 2.0E Fb=2600 PSI SDS WO SCREWS @ 16" O.C. TYP, EACH SIDE HEADER SUPPORT NO. OF JACKS& STUDS REO. AT OPENINGS OPENING 2x4 WALL 2X6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 1'-0"-3'-11" (1) (2) (1) (2) 4'-0" 9'-0" (2) (3) (2) (2) 10'-0" - 16'-011 (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) 2 x 8 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) M OS5 FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS is 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2).2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB HUTCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012' OR (2) SIMPSON HETAl6 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. 121,13/4' x 111/4' LVL CONNECTION[ PROVIDE (2) 2.OE rb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 31/2" SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS 916" O.C. TIP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2)-13/4'x117/8"LVL 2AE Fb-2600 PSI. NAIL BEAM CONNECTION: PROM DE(2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR 1/4' x 3 1/2' SOS WOOD SIMPSON HT520 TO WOOD POST SCREWS 0 is" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2).13/4' x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) BM6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016' O.C. TYP. OR (2) SIMPSON 14ETA16 TO CMU EACH SIDE COL U.N.O. ON ROOF PLAN, GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (14- 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. P ro CID 8'-0" 4'-10" 25 SH QB © +26.5 / -28.8 39'-8" O +24.8 /-27A 13'-0" 13'-10" 5'-4" 25 SH PRECAS OTTOM @ 6'-8_ EGRESS - - - - - - - _ _ - EGRESS HOSE 12'-10" 13'-0" BIBB q wb a� BEDROOM #2 ° VAULTED CEILING 3 Y 3 VAULT CEILING w J ¢ ILING' VAULTED C a - ---- ---- _ G.T.-- --- - - ---- ------ (� WSOS 7--2• 2,.0•, 3'$" 7'4" ----- - 4'-10" 0' ----- 1'-6" - --* xH 12' 4" H2 DBL 25 SH H1 2668 2668 2868 - 8' CLG. 2'-O" N N w � 1R/1SH - - - - In .y O A BN/i O O W/ BASE PLATE w y O4 c0 w m ATTACHMENTS N N BAT H 2 m a- DIET BRG. WALL DETAIL W ro16" ro w WIDE VAULTED CLG 13'-6" N PLANT LEDGE 8p , ❑ ¢ I @ 8•_411 A.F.F. 5.�" o FAMILY ROOM 206$ o - I 0 1 1M 0 '. 2668 o I 10' CEILING 6'-8" 7'-0" m g 2668 I VTR 2x6 WALL q 00 IA WIDE PLANT LEDGE , 10'CLG, @8 4 O .i ______ ------------- -___ _-- - - - -F.F. __ ____ ______�"- rip W N o BEDROOM #3 A m o VAULTED CEILING „ ° FI O 12'-8" 13'4" q'-0" 2'-8. 3'-4.3'-8" 2 rn y N , Z w 0 NER`t ❑ a GO U w 3" -51, BATH a c°+� Z v y I0 w 9' 4" 3' 4" I VAU�TED CLG. 00 Ln Z iv Z N , , IL N 5058 36" FLAT BAR n 8' CLG. m TOP ON 34rfz" ,'' r ul 0 in A/C WALL--� ---- I _ ut N N 1R/1SH 01 - DM RANGE' �/ DBL. HOOD C0 16" WIDE PROVIDE PLATFORM PLANT LEDGE , FOR HVAC UNIT SINK @ 8'-4" A.F.F. VERIFY SIZE WITH iv J 01 OMFGR C DINING ROOM KIT HEN � � - = VAULTED CEILING i � VAULTED CLG. U) ry 12%10" 7,4" m 3,_711 '-I 9.-5., y Lo /O� N J ❑ 1 -------- J �/ a o LU 2668 _ _ _ REFRIG. r r - i0 1 l l iv VERIFY LOCATION ❑ x I I < III NOOK W/ BUILDER L- 3 VAULTED CLG. -I LAUN.�===;; 3 16" WIDE 10' CLG. I PLANT LEDGE I > I I m 50 @ 8'4" A.F.F. a I c f 1 `n I �1 L _ - _I C/, 2668° - N OD FOYER 1O' CEILING STEP DN SON BOX „ AFF ®_ W.H. id DRYER VENT THRU ROOF Roo 4 MAX LOT! i 22'fz"PULL d 54 STAIRS - ' WF39 CO ' _ _ _ ------' " 41111 °P S_3 DEN/ HI m NOTE BUILDER TO PROVIDE NCE PROTECTION IF A N BEDROOM #4 REQUIAPPLIRED ED BY MUNICIPALITY. SEE SHEET 4 FOR DETAILS VAULTED CEILING ADD INVERTED /(2) 1z" S ` 81 TRANS. PE 2 CAR GARAGE HIP w/ B ELEV. N eD ION S03 m g' CEILING o a WF21 10._6" 2'-10" 13 6'-4" 20' 0" � EGRESS ENTRY 10' CEILINGII SEE ELEVATION FOR ODWIN OW SIZE &STYLE D 4 ' BM LINE OF GARAGE DOOR ----------------------------- ro BM3 ELEV. `-1 --T--------- q --------T- "B" & "D" ' G.T. (ELEV B ONLY) ' 16" SQUARE 2'-8"-4 COLUMN TOP @ 9'-0" ' CD04 Ot CO21 I S3 I , I q 8-2 512 0 52 HOSE I I , I I I BIBB 16 x 7 OVERHUAD DOOR 13%4" 6'4" 2'-0' 16'-0" 19'-8" 20'=0" 39%8" FLOOR PLAN SCALE: 1/4" =1'-0" ALL ELEVATIONS +26.5 / 34.4 +24.8 / .31.1 [: ) +24.3 / -27.5 I O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WALL LEGEND gg FRAMED WALL m BEARING FRAME WALL a `o ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR @ STUD SPACING AND GRADE. MASONRY WALL ti d �� Z W Z o o_ Z N U1 v T W w O c N � (C3 U W a- f- _ U C Q 5 ♦ Afflhatlons: 0 BD,, GENERAL NOTES E ♦ I Consultants: IF y- �O r2 ao03 o j7 E m D V d] y �V 0 � o P . IS 00 1. R302.6 (tabl 02.6) If water based OWUN^Xture r '= g a N 1- material Is use rovlde °fz" erd for 16" O.C. a .. €' tq rn N m Framing, or 5/8" S for 24" D.C. Framing. � E •# _ 8dM1 o u Note %" sag -re psum board may be used I.L.O. Of 5/8" . 5/8" "X" gypsum board must be r 1 "¢ "-s lO � M F} nst garage ceiling habitable room(s). c Li MEW U)a a o a c o.aP arn��o0 Lil 2. R302.5.2 D enetratlon. Ducts age and 8 g C v d Li r- L e a Cr ducts g from th g watts separating the g ®z g E a dwelling from the a e constructed of a min- imum No, 26 eet steel, 1 Inch mart- m LL m rV o LLJ ° Q imam ngi etallic class 0 31 duct board, g m �' g, w or of roved material and shall no openings 3 g s a garage. .o. 3. R302.5.1 Door from garage into house must be a N a ❑ Q minlmum 1 3/8' solid wood door solid or r ` b S' "2 "r �-' r I,- honeycomb steel door, or 20 Minute fire rated door. E ay shall be protected wtth'h" CVOs!ig 5. All dI and windows providing direct access the ui °J home to of shall be equipped alarm complying ,itthat Imum sound pressure rating of 8 feet. The exit alarm shall a produce a Conti udlble ng when the door or c window ar d. Unless a Sat m(er complying with R450 , .1 through R4501.17.1.1 is installed 3. Bathroom exhaust fans must vent to the exterior of Y the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through IQ the soffit if solid soffit is installed 5'-0" on each side of o the venting. n v '. R302.6 The garage shall be separated from the 2 residence and it's attic by not less than 1/2-inch 'o ♦ Bui Ider: (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all m habitable moms above by not less than 5/8 inch U) (15.9mm) type X gypsum board or equivalent. Where -fit` the separation Is a floor-celling assembly, the a structure supporting the separation shall alsorE protected by not less than 1/2 Inch (12.7mm) E m gypsum board or equivalent. 0 1. R312.2.1 Window sills In dwelling units, where the open Ing of an operable Window Is located more than m N 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening E I!'I of the window shall be a minimum of 24 Inches g� (610 mm) above the finished floor of the room in o Q which the window is located. Glazing between the D Q floor and 24 Inches (61.0 mm) shall be fixed or have openings through which a 4-inch-diameter (102 mm) c sphere cannot pass. 0 ®I I. R308A.2 All windows within 2'-0" of doors and in m shower or tub areas will be Salley tempered glass. .N 0. Ceiling far exterior entries and covered porches to ' have 7/16". span rated OSB nailed per zone on v roof diagram nailing schedule or u; N Z ac N O J v=i W LL W 3 N Z O �/ J Ll- 10 Z _Ix3 Uga 1x t7 e o� z 0 0 M j c � n. o ♦ Job Infarrnation: 1. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) v N snail be weatherstripped and insulated to a level � equivalent to the insulation on the surrounding surfaces. 2. Laundry Note: (Unless noted otherwise) Provide dryer vem thru roof max. Igt. 35'-0", washer & dryer units N (washer unit to be always on left side when facing 8 units) hanson box @ 36" aff 0 O 3. Porch Celli s: (See plan for the. g options) oLo -_ Option 1. Gy 46z" exterior gyp oard shall be attached to all o z framing me blocking provided at perimeter. The card she attached w/ Type "W" ILIA" m m d screws at 8" O.C. n filed and edges. 'o 7/16" on underside of roof trusses shall xf attachedd to to all framing members with 2x blocking n provided at perimeter. The OSB shall be attached w/ 8d $ nails at 6" O.C. field and 4" O.C. at edges Or 7d screw - shank 3" O.C. field and 4" edges. h � ♦ Revisions: 1 YV ° 2 O 3 in 0 N C O N Q) a U � N t-I UD 0 al M 0) Lo Oi U) m C: a) Q1 -j/�� m -1 W /U//j'1 V) ���//�� (/) tMo LL ♦ Model Name / Number: 1820 U = N N AREA CALCULATIONS ♦ Plan Issue Date: < Tuesday, April 30, 2019 1st FLOOR 1820 S.F. ♦ KA PROJECT NUMBER: IS Ti 19-2902 TOTAL LIVING (AC) 1820 S.F. Y GARAGE 396 S.F. o Sheet: COVERED ENTRY (BASE) 56 S.F. (N COVERED PATIO/LANAI 137 S.F. :Fm TOTAL AREA UNDER ROOF 2409 S.F. 0 FLOOR PLAN Of: (') SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION GRADE REINF. SEE PLAN iN ;r r• - 16" (2) #5 REBAR FM01 I SINGLE STORY Ff G REINF. SEE PLAN F�F Ii 1--,. 1 1 #5 REBAR (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. GENERAL FOUNDATION NOTES IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION UNLESS NOTED OTHERWISE y 8 y 1 PROVIDE MIN, 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE OPTIONAL CURB FOR F.F. VARIES LAPPED MIN. 6" AND SEALED. MASONRY 0 0 (."2 4" 2500 PSI CONC, SLAB W/ 6X610/10 W W F, OR MINIMUM .75 LBS Ca- `. W/ (1) - #5 BARR CONT,. •� ' 1 OF FIBER PER CUBIC YARD FlBERMESH/FlBERMIXRDDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR RBERMESH OR NER-414 FOR RBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES, a- Il 2 STORY: 20" X 20" 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO REINF. TN BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FT( SEE PLAN ; r DOWELS 17' EMBEDMENT W/ 25" EXT. ABOVE SLAB. 16" (2) # 5 REBAR 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR BEARING RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 1/2" =1'-0" FM02 SECTION @ GARAGE 1/2" =1-0" 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. ( ") SLOPE MAY VARY 24" MAXIMUM D 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE IF GR RTHAN " CONTACT EO SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT REFERE MASW FOR STEM OPTION A A DEPTH OF I/4 OF THE THICKNESS OF THE SLAB, REINF. SEE PLAN No wooD srA P R FM03 I THICKENED EDGE 1 1/2" = 1'-0" I FM08 12-STORY FfG. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. 2x BRIG. WALL —11 IF GREATER THAN 24" CONTACT FOR OR I (SEE FLOOR PLAN FOR REFERENCE FMASW FOR STEM WALL OPTION MORE INFORMATION) PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN, FLR, 7 KES E MNTED IN FOUNDATION. F.F. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED x --^-x -- t 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 —(3) # 5 REBAR 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 1/2" = 1--0' 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. 4" ALIGN DRIVE W/ BOTTOM OF ,. RECESS & PITCH DRIVE cQi r L 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP 2 STORY: 20" X 20' JOINTS 10" O.C. TYP. 15" (2) #5 REBAR W/(3)-#5 CONT. FM09 I SECTION @ GAR. DOOR 1 1/2"=1'-0" FM10 INTERIOR BRIG WALL 2X BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) 15�S1LlI �I I 1 111= 1—i l` I11 1�1 ® STEP DOWN BRIG. SEE PLAN ci -(2)#5 REBAR 1/2° =1''-0" 1 FM,12 I STEP DOWN NON BRIG. MARK SIZE DEPTH REINFORCING CAP,'�8 F1.0 L' 0" X CONT. 11-01. 2 #5 E.W. BUT. 2000 F2.0 2'.0' X 2'-W 1'-0" 3 #5 E.W. BOY. 7200 F2-5 2'8" X 2'8" V.D. 3 #b E.W. BODY. 11000 F3.0 B'-0" X31.01. 4 #5 E.W. SOT. 15600 1/2' = 1'-0' F3.5 3'-6" X 3'-0' L'-0' 4 #5 EW. SOY. 21500 F4.0 4' 0' X 4'-W 1' 0" 5 #5 EW- SOT. 26000 F4.5 4'6" X 4'•S" V-4" 5 #5 EW. BOY. 34500 F5.0 5'-0" X 5'-0' 1'W" 6 #5 E.W. BOY. 42500 Fr6 D F6.D 61-0. X 61-01 6'-0" X 6'-0' 1' 4' 7 #6 E.W. SOT. 61500 1/2" = 1'-0 LEGEND 0 - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES CONCRETE FOOTING SEE PLAN OPTIONAL CURB SLOPED GROUT a 00 OR MASONRY AT TO DRAIN 4"x 4"x 18" o y - TYP. SEC. --- ELEV. 0'-0" WITH CURB (1) #5 BAR CONT.- (G.C. VERIFY) 00 I ' z + —REINF. iD . F.F. (SEE PLAN) 2 #5 CONT. I � INSTALL LINING * -.� - �" w ti 2 #5 BENT BARS W/ MATERIALS PER On y MIN. 25" LAP SPLICE FSC-R P2709.2 �MUDDEDR. �' 16" FL SLOPED TO DRAIN N. #5 CONT. FM14 I SECTION @ RECESS SHOWER 1/2"=1'0" FM18 TYP. STEP FTG. DETAIL ALTERNATE: - REINF. THE REINF. BARS SHALL BE - `#5 CONT REINF. GRADE SEE PLAN CONTINUOUS AROUND CORNER SEE FND. FOR BY COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 25' #5 X 25" X 25" o c CORNER BAR ONE N E FOR EA. HORIZ N REBAR, TYP. U.N.O. It I (2) #5 REBAR 15" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2" = 1�0.1 FM23 I TYP. FND PENETRATION STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS MAXIMUM F-C. SPACING (O.C.) d 1 STORY d 2 ORY b 1 STORY b 2 STORY HEIGHT (h) 190 IN STEM WALL 0'-0"-2'-0" 8" 10 1611 20" W/ (2) #5 BARS c6744 6'-8" >2'-0"-3'4" 101, 10" 20" 24" W/ (3) #5 BARSZ 674# 5'-4" >3'-4" - 4'-0" 12" 12" 32" W/ (4) #5 B 845# 4'-0' >4'-0" - 5'-4" 16" 16" qg^ 48" W/ (5) # RS CONT. 1162# 21$" & #5 (7 10, C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. SPACING (D.C.) W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT, TIED - EA VERTICAL REINF. BAR- #4 TURN BAR G STEM WALLS GREATER THAN 4'-0^ (1)#5 HORIZ. CONT. TIED'. EA. VERTICAL REINF. FIN GRADE-8" MIN. TO TOP OF STRIP FIG, COMPACTED CLEAN RLL IN MAX 12" UFFS STRIP FIG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) COVER d FMASW I STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND VERT. F.c. Aev. FDN. WALL WHEN STEM WALL EXCEEDS 4'-0" FlBERMESH CAN NOT BE USED AND PER PLAN SPACING TURN BARS ARE REQUIRED 0 EACH FILLED CELL LOCATION. EACH BAR TO SEE NOTE TO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM #9 3.IF S IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO CONS TION FOR MORE INFORMATION 4.G.C. TO IDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK •16„ FILLING IS NG PLACE .C. 5. #5 HORIZON T DRIVER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK ® 16" h " O.C. VERTICAL. UTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" 16" O.C. TALL (TYPICAL ALL RNERS) 6.IF STEMWALL IS WIT 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS TO BE A MINIMUM 12 ELOW BOTTOM OF POOL OR WATER FEATURE. 7. ALL STEM WALLS GREA R THAN (4) COURSES SHALL BE FULLY GROUTED. +'STE EE NO 5 8. R.403.1.4 MINIMUN DEP :ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS 12' 10" 3' 8" 4' 0" 3' 10" ' 4" 4 CDRN�RS 13- 0" 13,101, 4' 8" .. 3' 6„ 118. ■ ■ ■ ■ ■ _______ --------------------- ___ ____ ■ ■ ■ HOSE •-------- ---------------- ----• "---------------------------------i BIBS ; FMOl FM03 I FM11 FM11 ' 1 f0 1 , ' z ' F2-5 On I F2.S Q U _ O 1 i d _ O ' ;o I ST P DN. 4" 1 1 , ' 1 1 1 N 1 ' 1 FMI 1 1 � I 3 ' 1 TUB UNIT W.C. "o I I r 1 , 1' 11" 2' 8" N 1 LAVo ' 1 O � u 1 1 ^ a -1 � � N a 1 O W.C. ■ � I ,;;-' I ;, �0- 1 ' TUB STYLES ,VARIES ; o I ::VERIFY DRAM v 1',',LOCATION ; I 11 / 1 LO to -_ 1 24' 8" ' rn SINK D/ W ' 1 ..r 1 1 1 � ' 1 1 � N � 1 12' 11" ' PROVIDE CHASE ' 1 FOR HVAC UNIT VERIFY LOCATION O 1 1 r 1 I I , 1 1 ' 1 -----„I FM01 ' 0 WASH r---n3GGyi v O 00 �v STEP DN. 4" '1 FM11 W. H. 1 \ 1 1 1 I 1 1 1 I 1 w 1 , 1 r 1 ¢ I m Z 1 1 ---------------------' r N < FM02 1 1 1 I Q 3 1 1 1 1 STEP ON. 51h" a I 0 1 1 1 1 1 6' 4" 1 , 20 0" 1 i G0 w a , " U C.J. o 1 -------------------------------' e ;_ _ _ _ _ — _i Qi 1 U � , , 2, 8- 7, G" 3, B" I 1 1 at] in F2.b ti ■ -- ------ ----- � o , ■ 1 1 I 1 1 1 ' 1 -m FM03 3 1 "(NI I O FM09 O 0 1 3 � 1 - ------------------ ---I---------------- -------- ■ is ■ ■ ■ #5 BARS W/IN I F.C. TYP. ® EA. 13' 4" 6' 4" 2' 0" SIDE OF OPENING 16' 0" 2' 0" 20' 0" FOUNDATION PLAN SCALE: 114" =1'-0" ALL ELEVATIONS O ti 0 COMP. UNIT 7L_ 4HOSE BISE flZ z Z g UN z w a N WO'L o� /t11 C No��E M U mII� S t 09? m c �<F Q O ♦ Affiliations: A' BD.' VI Consultants: 9 In e n N o 00 ON W V "o oJ0 N's GJ (i Ti d $aa�� 4 rz ui Iu-i N �``5"aQU'crnS D-a �K O Z EL< (7 .�gwg��,gqrr � a,go1 0 C. p m 8hg Lu m m Q x cPS� C�t� �) ❑ •E[ "k- ♦ I Builder: d" r ll�"5�dy'1 N W Uj �a U ao J w W W E NJ o J W LLI tat F— o � Z O O C J M o c 1♦ II Job Information: 0) C: O to `} �o m 0 = a z "�'-I w > 0) Lo m J (/) DOm U z 1- i U co co ; a — O J W Z) m - m(1)w LmnLOL ♦ Revisions: 1 YV 2 3 ♦ Model Name / Number: 1820 ♦ Plan Issue Date: Tuesday, April 30, 2019 VT KA PROJECT NUMBER: 19-2902 Sheet: A 3 Of: 0 FOUNDATION PLAN I"" 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 = 1820 x 3 = 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000 -10,000 A= 24,010 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" _ (AO x 24,010) = 9,604 + 100% OF "B" _ (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 LOCATION OF BARRIER TO BE 1'4" IN rsow Or MEW. OR APP. WHEN REMAM VIN. 21YDIA SCH, 40 STEEL Plan P1vANO. WATER TERPROTECTION S MIN. V DIA SOH. 40 STEEL PIPE (4)R'x4f' $ Fg1EJ W/CONCRETE FOq aq3 WATER HEATER PROTECTION A A NCNOR SOUS MN.. Mm. 3' EMI ENMENT TOP Or SLAB ,l. IY E_6A9E L4TE ICI � M ' F y M I Z? i 14' MIN NAMETER SECTION A� rOOTW0 FM24 PROTECTION BARRIER N.T.S. ASSUMED EDGE OF WALL ° 2x5 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR TO SANITARY SEWER 1 1/2" VTR BIBB n I I H, FAN f `I PREWIRE \ Y OPT. -�- I I I I I C-x'✓a =�I FAN v PREWIRE OPT. 1 I I I ' I I r i I r I ' r o CEN.'OF WALL z 3 I 2E w I � U ' I I , 1 \ I I I 1 I I rr ' 1 I I I I I I II � I _ I \ t' FAN u PREWIRE OPT. I I I I I rtt, I NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM, LIGHT STANDARD OPT - LOCATE FAN @ LIGHT LOCATION n WHEN OPT, IS PICKEDWP _ kGR C FAN V PREWIRE---------------------------- \ \ ,r- W9 GM II W II I I LOCATE CHIME ON ' PLANT SHELF WHEN POSSIBLE. OTHERWISE VERIFY LOCATION IN FIELD / _________ ________II ' C __ r<lArvY / W/ LIGHT /1y OPT. COACH '\ LIGHT COACH LIGHT ' G_FI _ _ ISO M - FOR 97-4 I 'I 'I rl 11 II GFI i — al I GFl L 220E@ GFI_ I MICRO/ HOOD I , I I I 3 I � I I I I I I I I J.L I rl n ELECTRICAL GFI @ ' PANEL 42" AFF 220 W.H. \ \ ATTIC ELECTRIC I cwi IF REQ'D BY CODE ¢ 4= My� \ q Z O ac�oG 0008 w� GFI @ GFI 42" AFF p¢ � m FOR GARAGE .5 p r o DOOR OPENER F UaU m O OpOow ------------------------- z - - o m -------------------- COACH LIGHT VERIFY LOCATION IN FIELD J VJ F-w rQ 0 EL JLU w ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS DISCONNET GFI ELECTRICAL NOTES, UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF I 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 WALL 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 181, FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBC-R E3902.6 1.4. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100%CFL BULBS ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH Cb FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE (WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET o CEILING FAN 4b 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT 0 '2 DOOR BELL CHIMES W WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET p-- DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL T.V. CABLE OUTLET LD DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® L.E.D. DISC LIGHT El JUNCTION BOX O WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING j® (� BATH FAN W/ LIGHT 1 C INTERCOM SYSTEM 7T7 ® GARAGE DOOR PUSHBUTTON -OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRI CAL CONTRACTOR FOR 200 AMP SERVICE 150 = #1 COPPER OR 210 ALUMN. 200 = 210 COPPER OR 410 ALUMN \ IN 2" CONDUIT METER UNDERGROUND SERVICE BY---� POWER COMPANY AN INTERSYSTEM — BONDING TERMINATION ur", DISCONNECT 200AMP # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND G FI PANEL # 10 COPPER TO WATER HEATER 1118 COPPER TO RANGE # 8 TO HVAC `#4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER B) APPROVED GROUNDING ROD W/ MIN. B' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. Z z S W a Z m N �J� 1 Qm(C9 W � v o _ O W Ln o29 a CVru YV) F U L Q$ O) � �aD c 4 g a d ♦ Affiliations: BD.' / 't ♦ Consultants: a �MIRLd N wN 00 iligm QN61ZLL LL _Ig 8g C) fi � i � 'g-0 W D. E. aaw Q �� 0G ui p a�¢ '-� �mo r0 o w��c+ mLLW �Fa mv81z m a_S5P d o 8 7� Un�¢ LU YW �¢ p cmi y oJI 89U U ~ 7 LL E ❑ ❑ ❑ F' I ♦ I Builder: Q � 3� N W_ U ao J W eL �L Nyj 2 F v� W p J 0 O O Z e+7 C7 e 1♦ II Job Informatlon: 1 N C O V) `r Y / O IL U a D zID � W J a)Cy) > 47 In M (i% M U z LLM 'M N_ ® _/�j In tf rLV^ `Z) ♦ I Revisions: 1 YV 2 3 ♦ I Model Name / Number: 1820 Plan Issue Date: Tuesday, April 30, 2019 VI KA PROJECT NUMBER: 19-2902 Sheet: 4 Of: ELECTRICAL PLAN 4 60 OF BLO FIN. FLR. 12 6 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 48' OFF RIDGE VENT r� ryn •7�" to DBL 25 SH OF BLOCK '- — — - — FIN. FLR. 2'-0" 2'-0" LEFT ELEVATION "CR" SCALE: 1/4' = 1'-0" BRIG, @ ENTRY TOP OF PLOCK TOP OF BLOCK W'DOW HEAD HGT ■■ I LITE TEXTURED DECORATIVE °D CEMENTITIOUS COATING 25 SH DBL 25 SH 25 SH — - — - — -FIN. 2868 FRENCH DOOR REAR ELEVATION SCALE: 1/4" =1'-0" BEARING 0 ENTR) TOP OF Be K FIN. FLR. DBL 25 SH — — TAPERED MN WRAP 2' 0" COLUMN DETAIL SCALE: 1/2" = 1'-0" VENTILATION CALCULATION Formula = SF / 300 / 2 + 144 = net sq Inches of venting needed equally for Intake and exhaust Soffit product provides 4.12 net sq in / sf Ridge vent provides 18.00 net sq In / If Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33It S.F. of Area to be vented (SF) 2409 s.f. Total needed for exhaust for upper 1/3 578 nets inches Total needed for intake (soffit area, lower) 578 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 105 Lineal S.F. provided by plan vol f] ■ 33/2 SH 25 SH to —on ■■ I_I l_I MOMME ■■■ ■■■ __� _� j ■■■ i■■■ j e� eras+ee+e+aae+na+ataaivr , ' � ' , i rea�aa�a�a��rw�rsearare+aa re�ae I� ai �?vitiQalasa�QiQidirce= � etaaar.aae+a�+aaeraaa+aas:aaQr ���� - re��a�a�ers� +aid+a��ersaraa . . D11• .: I.0 rrr• r �: rL LITE TEXTURED DECORATIVE CEMENTITIOUS COATING RIGHT ELEVATION TR" SCALE: 1/4" =1'-O" 12" X 24" DECO VENT VERIFY STYLE w/ BUILDER 16' X 7' 32 PANEL OVERHEAD DOOR FRONT SCALE: 1/4" =1'-O" e® It^MIt TOP OF 4 ro FlN. FLR. — TOP OF BLOC Z Z Z 10 Z o " — Z II � � CD v ti U — n N O w In cM^E to F ao m D V� v O'D c0`� u = €j 0 N a§ rn o C v0i < F d Y ♦ Affiliations: 3 0 A 11 h—� BD..' E ♦ I Consultants: T n t 00 �jLLI c`Pi n c m u)Q m ro €g§ V=4 6 3 o,'6M4F4M w aagg Q xwog a N fi m . IRV. a O uj CO c m d N u A " Q Uc N " Y `o 2 n m ♦ Builder: N i� rn t W G �M f 3 U7 Ld rw `s = Q a U Z IL C J N W E NO W L Q 0 Z 0 mN ®I z Uj LL �7 m o O C -a II o ♦ Job Information: N M `} i " 3 0 m f0 O a U r•i N Z CD a CY) W rn m IL > 0)Ln c`+� ('n C M. ai f0 x z m m a� J W v) w LLM li c ♦ I Revisions: m 1 YV Model Name / Number. 1820 IV Plan Issue Date: Tuesday, April 30, 2019 V1 KA PROJECT NUMBER: 19-2902 Sheet: 5 Of: ELEVATIONS SEE DET. TB03 G.C. TO PR BLOCKING W/ APA RE FOR SPAN 7/16" OSE SEE DETAIL 20'-0" MAX 20'-0" MAX ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP ECTIONS EQ. d W 4 CONTINUOUS BOTTOM CHORD v I'M BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL TB04— )VIDE DETAIL TBOS f0 COMPLY -OMENDATIONS 4 ZATING OF _ Q TB03/S-4 v Q V _ � Q X _ Z Q O � V a Q a w EQ. ki TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) 'T' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBOS REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 1/B"=r-o" 4 FT. O L------------------------------------------------------------ I I I I I x O Q 5 Fri. 4 Fr. F---------------------------- 1 1 --------------------- 4 FT. O / I =wtl 0 4 FT. 3 \ a , xsa: 2 ROOF NAILING ZONE DIAGRAM O NAIL AiBASE 2ROWS @4"O.C.W/8dCOMMON NAIL ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. VI COMMON NAIL O NAIL OPENING PERIMETER @3"O,C.W/8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL ENT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O ZONE 2: Sd RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O,C IN FIELD W/8d COMMON NAIL (NOTE: IF 5/6" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING FO PLYWOOD SPLICES @ HEADER- NAIL SHEATHING TO HEADER SHANK NAILS) W/ 8d COMMON NAILS @ 4" O.C. NOTE: O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL ROOF SHEATHING: (ARA RATED EXPOSURE 1) 1/2" PLYWOOD OR 7/16" OSB MIN. MEMBER IF GABLE END (TILE) (SHINGLES) SPAN RATED 24116 NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN A31" X 2 1/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8". STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 160A x 1 3/4" STAPLES & 2" O.C. ON EDGE & 4. O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32" OSB EXPOSUREI (2)- 2X TOP PLATE 15/32" OSB BEYOND EXPOSUREI SHEATHING _ SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET SHEATHING 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM SOLID 2x I 1 II II BLOCKING @ ALL III II II II J111111' SHEATHINGIII III II II EDGES (SEEIII 111 11CSECTION X-X)III IIF lu OPENING 11) II r n n u I II III — — III II II I I 2x STUDS = � I I I II I II 11 II BEYOND. y III I I II I II I II II II SEE PLAN o Fa. RI III I I I R I I I I II I II I II II I I I I II II U I � z HORIZONTAL WALL EVATION DIAGRAM "S" = NAIL SPACING 2x4 P.T. BASE PLATE BEYOND SEE PLAN J W LL(4t 0w In O mom mw00 N Wm LL N LL ATALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS 4LTERNATNG (2) Sid NAILS @ 3" O.C. STAGGERED BLOCKING SECTION x-X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES I N.T.S. N; CONNECTOR SCHEDULE FOR, ADAMS HOMES -1820 ELW Cat Base TRUSS ID BEARING TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLIFT POINT UPLIFT DESIGN RATING FASTENERS NOTES C1V- CSV, OV, E7VP, H7V L/R -307#or less HETAI6/PER TRUSS MFG 1830# (9)10d X 1-1/2" A01-F06, D01 L/R -797#or less HETA16/HETA16 1810#/1810# (9)SOd M 1-1/2" (9) 10d x 1-1/2" A IA L/M/R -535 Vor less HETA16/H10A/HUA16 181E#/ 13ao#/ (9) 10d x 1-1/2" (18)10d x 1-1/2" 1810p (9) lOd M 1.1/2" 801, 806 L/M/R -615 #or less HETA36/HETA36/H10A SB1 O# / 1810# / (9) 10d x 1-1/2" (9)10d x 1-1/2" 1340p (18) IOd x 1-1/2" A01C L/M/R -569#or less HETA16/HETA16/HUA16 1810#/1810#/ (9)10dx 1-1/2" (9)10d x 1-1/2" 1Bloa (9)10d x 1-1/2" A07 L/M/M/R -715#or less HETA16/MTS12/MT512/ 1810#/1000#/ (14)10d x 2-1/2" HETA16 3000#/1830# (14)10d xl-1/2" (9) 1Dd x 1.1/3" (10) 10d x 1-1/2" ADS L/M/M/R -18599 or less (2)HETAl6/(2)HTS20/(2)HTS20 2035#/2900#/ (48)30dx 1-1/2" /(2)HETA36 2900#/2035# (48)10dx 1.1/2" (10) 10d x 1.1/2" (9) IDd x 1-1/2" AO1B L/M/M/R -874#or less HErAl6/H10A/HETA16/ 1810#/1340#/ (18)10dx 1-1/2" HETA16 1810#/1830# (9) 10d x 1-1/2" (9) 10d x 1-1/2" D02A cow.. -85 PLF or less NAILED 330 PLF (1)16dfl 4"O.C. PER GE01/5� TRUSS MANUFACTURER: PRDBUILD DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS:_ 4/24j2019 L = LEFT, R = RIGHT & M = MIDDLE BEARINGS, BEARING LOCATIONS ARE REFERENCED TO MUSS MANUFACTURER'S TRUSS DRAWINGS. ALL CONNECTORS ARE SIMPSON PRODUCTS OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 L > a i > m > LO > ti > i` > 1` > > h > ti > > ti > ti > ti > > > ti > 1` > LO > m > r ju 1 C3V C5V N M F RAKE FRAME BRG WALLS TO 10" 0" 2 F > N m C3V C5V 1V A08 A07 3/12 VLT 10'-0" CLG 3/12 VLT A06 D T815 D I I S4 I A05 I I I A04 —T— I I I I A03 I I I A02 I I I A01 I I A01 I I I A01 A01 I I 3/12 VLT A01 10'-0" CLG 10'-0" CLG A01 3/12 VLT 1 I A01 I I A01 I I A01 I I I A01 I I A01 I I I I A01 I �/12 VLT A01 I I 10'-0" CLG A01A C I 8' 0" CLG A01A A01A I I 10'-0" CLG A01B 3/12 VLT � I C A01B A01C ODD SPACE BR/G. 8'-01' AFF 601 TVO 0' E HALL C B02 8-4-0 535 SS LAYOUT "A"" & "CR" D01 D01 8'-0" CLG D02 TRU SCALE: 1/4" =1,O T'P. U.N,O. SIMPSON- CONNECTOR SCHEDULE USP-CONNI MARK TYPE CONNECTOR a FASTENERS SPF SYP CONNECTOR&FAR O TRAMETO HETA1BwlIB)t0yx11/YOH IIIA16MI1%1Wa MASONRY iEM20M18110d xtllC 1TT6 181E HrA20w/(1%Iw B rRAME ro FRAME 112.5q W(16Na NAL9 53& 600 RI/AW(10)8!R © MMIETO HIMM(18)lW x 11!! t0'a tBaB RTitiAMHT11 W, fRMIE X10A 2wx16)1Wx11FC AT2 PLYT0.lxi6E8 1070 1N5 RT162 Wile) Kid x 110 AT O FRAMCro MT912 WI1411W xi T'Y (qT EXTENOR MIW12 w414;1W x 11ITp FRAME LOCATION INCLUDE )120 TOENAILS) &N 'm LOCATION INCLUCE(3)12 OFRAME TO MQ1VW)I0d NALSANEI W AT.R.W tY MUGT1a wA2B11W IUILSAN MA90N1Y EMOCOMENi w/BIMPBON "BET•EPDXY 0 Nam' 1YEMBCDMENTw/61MP80 OFKAML 10 IITS20 w1124)1Odx 11/Y IATEXTERIOR HTW20w/(24)10dxitp'U FRMIF LOCATONINCWOE 31MTOENALS () 1245 14W LIXATON INCLUDE (3)1i © FRAME TO 12 1lY (Ai EXiEMOR (2) HTA20W(4MIfM x i VY FRAME LOCATION INCLUM LOCATION INCLU4(6)12d TOENAILS 248E 2900 LOCAl10NINCLWE(6)1201 HGT-2M DB)iW NAILS AN01215IP AT.R HUGT2W(IW)IMNALSA4G OFHANETO MASONRY wI12' EMBEDMENT W 9MP90N'9Er 6186 1098E W IrEMHL.MALH4T W SIM BOXY W4 FOR 3AY) EPDXY 01UGT3 FOR OFRAME TO FOM 1811M'x B'SpS WOOD 9(YiEWS RFV5W/(12)W53WOW5 MASONRY ANU (211/2'xB"TREN IIDANCIIDR tlW13 380E 500E (4)3'4"xr WEODE4 ©TAME TO MASONRY I21 LOT2W132)1BUSINNERS 9(141 114'x21/4' RTEN(2 PLY VIM) 3720'M 490D&' IzI LU[dT2 w1(3211Wtl 91Mf FRAME OR(28)1tldSINKERS FORPMME (FAI 3WT0-F 4100.F 1/Px3'WEWC£BOUNRW OR 132) IWd NMMERB TOR I QFRAMETO MA60NRY1 12) LGT3 MR4)1W. T aD59CREW6 a(S)W'x5'YIFN(2PIYTRU55) 4701M MTDM (2)LUOT3w'(24) 19"x 21 5310E SCREWS&(4)3T.YWR(> FRAME OR(52) IW SINKERS FOR FPAME(EA, 7376F ORISSIMSINKERSFORF O SEANTO 11Wf0OP11 HLC610 M(88) lad 8o01w — 04283E H/4100P1 IIWI%Fw/(18111 BEAM NAILS UX1B95 NAILS © BEAM TO HLMIOOPTHUC410W118)TREN GW500 H0410OPTHD410FM(lb MASONRY 1:4'a23Ma(10)1WNAE5 UNIBW WEDriE-B[%T811%IOtl ®BEAMTU MASONRY/ HWBOPT HUCI6M(e)1W Nalb a (12)1/4'"W717FN(TOMASI GN1540 04300E HDWOPTHU46w/(6)1W UW960 U01135 (12)I/4'x23'TMODHS( FRAME OR(12)Idd9(M AIs",LUME) SYP.F SYP.M OMI(12)VU&(B)10d(FOR ®FMAE TO I?PLYWWEFFA18 OPT ( a)Iw x11H?'OR 203& 2U36 (2) HTAi60PT(2)HT/ MASONRY 24N.Y M(12)1b 250E 250E HPLY W R%10KI 2-PLY w1(12)16d HTSM1a W IMI DI NALS AND 141 W 11' 1010 1175 HTWMtdw/(8)1Ud NULSAND([ TAPWNS W[OOE-0OLT OFRAMETO N MA"o"RV OR H79WO W 06)1 W MUI AND H) IAa lAr TAPCONS 1010 1175 W(t0)1WNOAI"LSAND(' WEDGE BOLT © FFAETO Xt09 w1131h xf12 NNLBANDI2)3'8'N" LUUTI w,(9) Ed xl UZ NAILS MASONRY TRANHD 91a Wfi6 3~10VEDGEBOLI UTf2ZM(a) 14• a11N' WOW OfB-IZw/( 1,14 '"WSI OOFRAMETO MASONRY SCREWS AND III I/Y3A,T,R,EPDXIEDM 1835 2145 WREWBNJD(1)1M9A.T.R.E SIMP9ON'9ET'19EE NOTE N) 91APSUN'yET-(yEE 1NJT II115w/(2611adx21? NALSAHU(1)5'8'6 HI T4BMD.BI IBtl iG 12'nAIU OFRAMETO RM901NY AT.R EPO%EOM&MPSOH'SET" 4375 509E SIfl'a AT.R.ENIURT MSNPS (9EBNOTE M4 BELOW) (SEE NOTE BELOW TO (1)sre'6 IITi4 MR. HTT45 M(16)IBtl a21G"Nall I OFRAME MFBOMV EPOFI IFOl EiAILSAIA ATR EPDXFO MSIMPSOIJ' SIMS 4235 S3'3A.T.R,FPDXIFDMSMP1 �� NOTE'*1 GOAD (SEE NOTE M BELOW O FRFRRAME1'0 HlW w1(24) 1W M 1Q'Na(5 070 1010 LLGTI W(23) N x110N O FPAMETO hIM3KIw11411N'a11lY'9D9 WOW R118MMNi t0dxli?III MAWNRY SCREWS&(5)1;IM iN'TAPCONS 806 B06 (4)1I4'x13/1'TAPCOM VGT w1(16) IMS3.9 WE WOOD SCREWS& O(RA3ET0 MASONRY (') W 0 AT.K. EPDXIED W SINPSON "SEr :TOGS 484E M tS MN.EMBEDMEVT UNVOTW(M"A'v EC9WOoo WMW9 OFRAMETO MASONRY &(2)51�•WIYEPD(l:RETIBMFNTON $1/5 /tab V01 w111811N'a v we WOOD SCREWS & OX FRAMFRAMEE HDU4SD32.SW(I%1N'kt VT &bS WOpp 32M e565 MUG7ISW(22]l(M4AII.B&HT sLR WE a(1)a!'3ATA. +DINaLsa(1)d.3'3 A.I O FRAI4E TO 1211I f1BW15TM(SEENOTAL98 11' (11HII4-ZATT FRAME MEWS AT R. (SEE NOTB M) 4376 5090 8(1)58'6 ATA. EE NOI IEEE 2 ALLTHUSSTOTRUB9 COMIECrIgi9AHE PXOVIp IIFACTl.41ER U.N.00N RAM, 3. G.C.MAYUSEBi ERSIM1&S17NORUSPCONNEC'noNS,SEER"lM PIANFMC ECTMC LWT. 4. FORSNGLEKYTRU9SES,9G18ON HEIGNTSW02Y TOTAL49SVE CALWEBw/(2)ROW90FIM NA 5. MINIMUMAi.q.EMUEDMENl:S'EMUFOMENI FOFL I:YAI.q. TLMWEUMINIFOIM 50'0.i.H.YEWFIMIENI FOX OEM IS FROM LOWER SLAB), OMNIM4LCONRECTMUNOONFMMNGF. .. CONIFCTM?V�RAt1ROGFIROWRTRU66FSTOMAWMYWALLULST1EL511CFWALLSUN00MPLM 2 WNMECTKMl AT24 3Y0,C.PEMJINGVERTICAAs FIX FLOORTRU99E9PARAI TOIMSONrr WALLS 6E DETAL F612MFOR MORE INFORMATON 3. CONVECTNINFONALLHPJAtl (CORNER) ITOM NRYWALL&16 WALLS lNIEIS 4. COWLCTXXMrMALLCONIiNUWSRNMMDTO)OPOFMA4 WAT3r O.CMNLM(2)AIEACH CORNERGC.TOVERIFYLWA' DOESNOTcowucrw iOFA ICABLE)LAYOUT B. CONNECTAL FLOOR MUSEESTO INRENIOR SEAMND WDGD WAILMAM9 1(2)10 70NAL3 BO MNINSLCON4ECTORUNIONFRAINGPNN -. cOMNE,CTM WR:ACKTHOd9TOWOW wAU OF1MEAN © MNIM.M_CONIFCTORUNOONFRAMNGPAN 1. WNlECTKN'ORALTgU38E8 TO NTCPoORA:f(TORIOR BEARING MODWALS AND'OR BUMS ROOF FRAMING NOTES 1. 11NG SYSTEM SEE ARCH.)OVER MIN. 1/2"- M TRUSSES AT 2'-0" O.C. AL FRAME ROOF. (SEE PLAI SPACING. PLAN FOR TYPICAL ROOF SLOPE AND OTH 2.THE EXTER OR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/ EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. A ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EA SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EC 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROV CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO E ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME 1 RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE MAY APPL CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADI THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISION IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIO ROOF INFORMATION SEE SHEET! C.M.U. OR ICF WALL SEE TYP. WALL SECTION iX2 MIN. P.T. FASTEN TO C.M.U. w/ 1 1/2" LONG T-NAILS @ 2'-0" O.C. SECURE J-CHANNEL 0 12" O.C. u REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST (—METAL C 4— 2 x SUB- �—ALUM FA 2x BLOC TO TOP ( OTHER T (2) 10d I \_CONT 2 BLOCKIN ®G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN P SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE CAL SOFFIT SUPPORT DET GE01 S4 LINTEL SCHEDULE LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25' LAP (ACT 530) NONSHEARWALL SEGMENT N TYPICAL WALLWALL SEGMENT � ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILL BLFC. CELLS WITH 3D00 P,S.I, GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOP OF SLAB * SEE PLAN FOR TOP OF WALL AND LINTEL INFO. (PRECAST LINTEL • SEE LINTEL SHEET FOR SIZE OF LINTEL) epees' PRECAST LINTEL-REG OR RECESS !\\ TRANSOM OPENING FRAME INFlLL e AROUND WINDOW BY BUILDER SEE e WFO1 FOR MORE INFO `� (2) 2X8 WOOD HEADER TURNED SIDE WAY ATTACHED THE FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 - HANGER @ EA. END. USING (6) 3/16" DIA. X 13/4" TAPCONS INTO MASONRY & (4) 10d X 11/2" NAILS INTO HEADER THEN APPLY THE 211D PLY TO THE 1ST PLY W/100 STAGGERED @ 6. O.C. OPENING - F.C. EACH SIDE SEE PLAN MS02 TYPICAL SHEAR WALL SECTION N.T.S. MS07 LINTELS AT ENTRY DOOR W/ TRANSOM N.T.S. TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6)- 10d X 1 1/2 / SPB OR SP8 FOR 2x6 AND 2X8 WALLS N DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP, FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. [EXTEP TERIOR BEARING WALL TERIOR fRAME WALL all C.M.U. 2"x #2 SYP/SPF P.T. W/ (3)1/2^ X 8" V' BOLTS OR (3) 1/21 X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILTI TIX-DNI NAILS 2, BASE PLATE SEE PLAN FOR MORE INFO L�✓x / v ..a/ yr e..+ry N.T.S. MS03 exacna, txv nnw,aer✓,rinai t,rrrArl #6 REINF. 20" MIN. TAP BAR 9 #3 OR 44 REINFORCING BAR #a & 44 IP ePI ICE 5" MIN. LAP #5 STD. 90° HOOK #6 REINFORCING BAP #91 AP SPI ICE SCALE:1"=1'-0'• 38-MIN . LAP h #6 REINFORCING BAR " GRADE 40 U.N.O. #6 LAP I MS051 REBAR SPLICE DETAIL - GRADE 40 I N.T.S. ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING #ROWS 2 x 4 1/4" X 2%" 12' O.C. 1 2 x 6 1/4" X 2ah" 12" O.C. 2 2 X 8 1/4" X 2aA" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST UNTEL (2) 2X P.T. BUCKS W/ 1/2" OS.B. BETWEEN FASTEN PT2 NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 1/4"X 41/2" TAPGONS. SEE OTHER NOTE FOR SPACING REQUIRED I MS11 12x BUCK DETAIL I N.T.S. SIMPSON SPTS TOP AND SOT. W/ 12 rod NAILS O EACH STUD 2x 4 SPF AT 16" O.C. — USP LSTA30 W/22/10d NAILS 2X8 P T. W/ Y'TO" TAPCONS @ 6' O.C. IN MASONRY OR 10d NAILS 0 6" O.C. IN WOOD. �7�P1 T •:\:IY•tt•yl 4 � REFERENCE DETAIL � WFO2 IF RADIUS / OPENING REQUIRED III TRANSOM OPENING III ARCHED OR FLAT 111 2x 4SPFAT 2-2x4SPF I I I 16" O.C. SLLL PLATE I I 1 4 II I I II u i I� dll SIMPSON SP1 W/ 6)-10d NAILS L# GOT AND USP 9724 W/ 12-10d NAILS @ SILL —�.➢Iga.7:P11Cfe TOP PLATE SIMPSON LSTA30 w/11-10d TO PLATE & it-IOd 70 COLUMN SIMPSON A34 W/ (8)-Sd X 11/2 NAILS 0 TOP & BOTTOM OF HEADER 4x4 MIN. OR BUILT-UP COLUMN EA, 2X4 NAILED w/IOd @ 8' O.C. SIMPSON MSTAM36 MAY BE USED W/ (8) 1/4"X21/4" TITENS & 103OU NAILS. P.T. SILL PLATE W/ ANCHOR BOLT 0 32" O.C. Cl BASE PLATE DOUBLE 2X4 W/ USP MP34 @ TOP & BOTTOM SIMPSON A34 W/ (8) 8d X 1 1/2 NAILS OPTIONAL FRAMING TO BE 2X4 SPF UNLESS OTHERWISE NOTED. WF08 LINTELS AT ENTRY DOOR w/TRANSOM N.r.s. LINTEL NO. LENGTHoFf. SAFE GRAVITY LOAD (PLF1 APPLIED GRAVITY LOADPLF SAFE UPLIFT LOAD APPLIED UPLIFT LOAD PLF COMPOSITE BEAM I� 17'-4" 950 PLF 198 PLF 404 PLF 104 PLF 8F16 16/1T 16" MINIMUM 7'-6" 2661 PLF 131 PLF 1634 PLF 80 PLF 8F16 -113/1T 4'-6" 6113 PLF 131 PLF 2724 PLF 80 PLF 8F16 -1B/1T ® 14'-0" 1002 PLF 167 PLF 559 PLF 152 PLF 8F16 -1B/1T 2'-10" 6113 PLF 769 PLF 4460 PLF 398 PLF 8F16 -OB/1T ® 7'-6" 2661 PLF 769 PLF 1634 PLF 398 PLF 8F16 -1B/1T 4'-6" 6113 PLF 769 PLF 2724 PLF 398 PLF 81`16 -1B/1T O O O O ALL ELEVATIONS O .e PiGLR A• ton, nry mwmn o-us" c-ce" d FFg cnu YW Y � caw It rtbAI At SNoMM O of LvrL "All por'en w w Iola"dCNdL ApVI. 1H LIN LWiG nseiem e" awn"", uewu TYPE DESfCsNATION f. FlILGC wTX GRO'.rt / u. uNeLLo aunntmy a ® c®Aa AT 8FI6-16/1T �oeuw4 wroTx AT WmeWL ueaur meR roe MATERIALS 1. fe Precast IMjels - 3WO PSI. 2. fc Prestressed lintels = 6000 Pat. 3. fc grew = 300o PSI w/ maximum 3/8" aggregate. 4. Concrete masonry units ICMUI per ASTM C90 w/ minimum net area compresalva strength -1900 psi. 5. Rabar PtWded In precast rmai per ASTM A615 GR60. 6. Heidi rebe, me ASTM A015 GR40 or OR60. Preatressing stand Par ASTM A416 grade 270 low relamsum, 7. 7/32 wire per ASTM A610. 8. Mortar per ASTM C270 type M or S, aNERAL NOTES L PmOde full mortar head end bed joime. 2. 8hae filled lintels as required. 3. Irytallotbn or lintel must comply with the onchltett*al and/c, structural drawings, 4. Lintels we manufactured with 5,1/2' bng retches at be ends W accommodate vedlbal o611 namfoming and grouting. 5. All Ilntds meet a exceed L/360 vertical deflection, excepr, Ilmels 17'4' and long* with a nomTal Insight W 8" meet * exceed L/180. 6. Schram Held ached mbar to be located at we bottom of the Ilmol cavity. 7. 7/32" diameter wire athups are welded to the bottom Steel for machenkel anchorage. 8. CasNmplace concrete may be penaded In composite ilmel In lieu of concrete masonry units. 9. Sets load ratings based oe widener design amelyS. per ACl 318 and ACI 530 SO.Llmel min. depths ere called out on lintel plan. U corenector Installs a deeper lintel than indicated on the plan, doing MIS Increases the strength of the lintel and is ad roved without engin.wme later. if a smalter limal in Installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bushing, Exception: Safe leads for unfilled [trusts most be reduced by 20% If bearing length Is %es than 61/2". Safe bads for all rec°ssec lintels Dosed m 8' noon nol bearing. 2. N.R. Not Rated. 3. Safe Dads are fatal Superimposed allowable toad on the settled spcwhcd, 4. Safe made based m grade 40 or glace 60 field ebar. S. Addltfonal lateral [cad capacity can be obtained by the designer by Providing editorial reinforced masonry crows, Ns, precast lintel, 6. Ono #T robs may be substituted for two 45 rebore In 8^ fintols only. 7. The designer may avdunla cu,murb ated loads from the Safe bad tables by Doled ste&the maximum resisting moment enel sheer at d-ewey from me face of suptom 8. For composite lintel height, not shown, use safe cad from next lower hdgm, 9, All Sofa loads In units 0 pounds per Ilea foot. PRECAST "U" LINTEL W/ 3000PSI CONC, AT OPENINGS SEE GENERAL CONCRETE UNTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE R (TYP.)-ANCHORS REBAR ON GOTH SIDES OF OPENING U.N.O. PROVIDE KNOCK -OUT BLOCK FOR FIRST - COMPLETECMUCOURSE ' BELOWSILL&FILL MUD W/ (1) #5 BAR FOR ALL WINDOW OPENINGS 6'6" SEE FOUNDATION PLAN CONIC. W/1 #5 REBAR 8"x8, x16" CMU U.N.O. SEE FOUNDATI01 FOR LOCATIONS I MS011 BLOCK WALL REINFORCEMENT GROUT SHALL BE FLUSH WITH TOP OF WALL 10" STD. 90 HOOK HOOK UIwo _z z o y J m d o A n' W Q Qu) _ N a W Ed N C 0� E m E O� V U 4)8� — OyN 3 = 13 s o oQ pt C uI Q n 0 Q ° 0 d ♦ Affiliations: B D.f' C E ♦ Consultants: c n1 2� �j f0 W E „ t~0 N b tpp U) E p W # o M z iJJk iJp J f,'9 m .i z LL IL LL ad m@ .3� (Q�toa� a p a$ z@ cr`pLd w w N w ay � Pi ®C7 a I Q a a O C"mIt LL a Cn iF 65 g cf'a8gw W- F GO ft� Q ` Z.� �e..�. 35, e �+ e_9 Pill 0 9 F� C FO -82'@ Cl ❑ C ,• l r 13 COI w "eeae s',ee eeep.'tL�,Oti`1b lyF7r qR*° �'.. v..pSEAt41 as 1 Y 0 p� S Y ro ♦ Builder: u0i N =g0to lA wyUN W to =MwJ°"° 0 N OE WW v o � W o i� N w J W O L.L m I U a• O v N o ♦ Job Informatlon: a re 'v p a y a ro 0 3 v f0 a U ei LO m W J 0 M I� > rn LO M (n DO 2 z L r,/� cM TYP. BOND BEAM LL e" x e' W x K.O. ¢ ® J L= in LJ UNTEL BLOIOC M - FILL W/3000 P.S.I. U CONIC. W/1 45 DA. RESAR E c VI F Revisions: INDICATES FILLED CELL FROM FTG. TO m 1 YU REAM WITH 145 u0 BAR MI N. 2 O /j 3 w � ♦ Model Name/ Number: 1820 v TYP. DOWEL 25"T-0 MIN. LAP (ACI 530) S ♦ Plan Issue Date: Tuesday, April 30, 2019 v ♦ KA PROJECT NUMBER: Y 19-2902 a C Sheet: 1 of: O — N LINTEL PLAN U o foil, a� Gp0 THE HEIGHT OF THE CHIMNEY SHOULD EXTEND 2' ABOVE THE 2x6 tit SYP P.T. 0 SIMPSON HETA 16 POINT WHERE THE CHIMNEY IS 10' FROM THE NEAREST • " Wi (2) E X5 WEDGE ANCHOR EACH END SEE FLOOR PLAN SPEC. U' z BUILDING SURFACE. CUSTOM GALA CAP WITH SPARK ARRESTOR o FOR BEAM SEE PLAN FOR BEAM SIMPSON LSTA24 W/ G z g z VERIFKFIRESTOP OVERHEAD SECTIONAL (12)10tl NAILS N ,,,///��� Q< W/ BU ME DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT pm• ° a W/ WASHER. MIN. 6 PER II,I;:.; • t ', e a Z In TRACK TO JAMB. ' •.,y,; ✓, ,, '.• SEE DETAIL WF02 �Q 2x PIPE STABILIZER TOP PLATE 1/2" DIA. 8" ��•.„;� ` i, ,I „ ON SHEET S-3DOUBLE FOR ARCH FRAMING m Y w ❑ o WHEN REQUIRED (5) x o "J" BOLTS 1/2" X 8" A.B. W/2" ° �I " V — �0 w E 2 WASHERS SET IN _ FILLED CELL W/#5 TYP. FILLED CELL SIMPSON A34 W/ 8d NAILS O t17 c \/t11 F �N E -m° $ MIN. 5 PER JAMB. VERTICAL o „ =(>3 v a - 2X4 #2 SPF STUDS @ 16" O.C. w/ SIMPSON SP1 @ TOP AND SIMPSON SP2 @ BOTTOM �' L/7(8) ` C) w �g " 2 2 X 8 CRICKET W/ EXTERIOR SHEATHING ATTACHED SECTIONAL '! " SEE PLAN " ~ a o PER NAILING SCHEDULE SEE ® OVERHEAD ! (3) SPF #2 FOR INFO. m V a ELEVATION FOR FINISH DOOR CONT. P T #2 0 STUDS W/r 16d NAILS o f Q ¢ n a 0 WOOD TRIM SYP 2" X 6" 0 //i ; , @ B" D.C. SIMPSON LSTA24 Affiliat1005: PROVIDE 2x BLOCKING • I ii • • , W/ (18) 10d NAILS A 11 @ PERP WALL IF NOT • r ••'" B D,�j'''. ALIGNED W/ TRUSSES 2'1 P.T. WOOD JAMB q ;+.• " •• W/ (2) 12d TOENAILS a ^'. 16Gd NAILS E ♦ Consultants: 2x BASE PLATE w/ (2) 12d DOOR AND CONNECTION PER GARAGE SLAB II ,i ;i " !I all @ " D.C. ° SIMPSON LTT20B W/ 1016d NAILS T 11 a I n NAILS TO TRUSS BELOW GARAGE DOOR MANUFACTURER ; N fD `. @ 8" O.C. TYP. GARAGE DOOR d' .-I TRACK MOUNTING DETAIL ® & 1 1 2" X 12" () / 'A' 'A' WEDGE ANCHOR o a s 4 rn o w 0 w R r g F a ti z �a�< LL LL LL 6) SIMPSON MTS12 W/ 14.10d@EA 'A �p� ,o ro g n 0-m ro p yj fQ� 2 ° 'may �- � 0 ° EN� 2'A�" �-6, W TRUSS CHIMNEY PIPE MIN. NOTE: DETAIL CD22 / S-2 MAY BE SUBSRUTED FOR THIS ui C7 S di N O 2" TO TRUSSES DETAIL - UNLESS NOTED OTHERWISE d m a c rn �z E o LL s 3 z gmN M CHO1 TYPICAL CHIMNEY FRAME DETAIL 3/a"=ro" Q gti � _ryry s•'a`. , +, a MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. 16 ENTRY HEADER DETAIL N.rs. Y b •'� "� J b. U.v R„ N E Flo �l+e eaa3a;I,a,1 I INSULATION PER FBC AND ENERGY -:'rE:Y :tittL_� Z N -O ' FORM SSUEI ITTED WITH PERMIT i APPLICATION PROVIDE BAFFLES v AT EAVES (FOR VENTED ATTICS) 12 ' 12 SEE ENERGY FORM CALCULATIONS SEE PLAN FOR INSULATION REQUIREMENTS FIBERGLASS SHINGLES OR SEE PLAN TILE ROOF (PER ELEVATION) ! \ OVER APPROVED UNDERLAYMENT - '-' Y ° PROVIDE BAFFLES AT EAVE PER FBCR 905.1.1 OVER APA PRE ENGINEERED WOOD o FIBERGLASS SHINGLES OR TRUSSES @ 24" O.C. RATED STRUCTURAL SHEATHING (TYP.) FRAME FOR BUILT-UP m TILE ROOF (PER ELEVATION) (SEE STRUCTURAL NOTES CORNERS min 2x4 OR «- OVER APPOVED UNDERLAYMENT FASTENED TO TRUSSES PER ROOF POST 4x4 w/ 2x4 POST UNDER EA �� m Bulkier: PER FBCR905,1.1 OVER APA RATED STRUCTURAL SHEATHING NAILING SCHEDULE) TRUSS ANCHOR (SEE PLAN) 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. ---- �I --- SEE ROOF PLAN FOR �� , - - - PRE-ENG. WOOD (SEESTRUCrURAL NOTES TRUSSES O.C. FASTENED TO TRUSSES PER ROOF _ _ _ _ SEE PLAN FOR � I, KEEP IN 3/4 FOR SHEATHING NAILED w/ 8d NAILS @ 6" O.C.O C - „ , TRUSS CONNECTION n a INFO &LAYOUT DESIGN y $ NAILING SCHEDULE) BRG. HT. AND LATH WITH FINISH- IF ! __ _ ' �\ TRUSS ANCHOR (SEE PLAN) CEILING BOARD •'' FELT PAPER OR • • ° (TYP.) ALL SIDES (TYP.) FRAME FOR COR- �° �l �O \ O O. SEE PLAN _R _ '" "a+ TOP OF BE ' ---- a W �• IpLIJ TO BE INSTALLED ON OUTSIDE ETAL DRIP EDGE TRUSS PLATE c NERS FOR NON LOAD ' ,,, "- _ .- -- = M .i} !V FACE t —tMETAL 3/4' P.T. NAILER ;'/ 2X SUBFASUA • r i ° ° a ° ♦ BEARING SIDES NAILED v 0 o < a w 16d NAILS @ 8" O.C. v o v / SEE ROOF PLAN �. .F� a :"--- FOR BEAM SIZE '$� Q Ih ! I/2" DRYWALL •R SOFFIT. SEE ARCH. PLANS \ e v nv v� OO \ v o� _ s CONNECTION INFO - :. - m + g a DRIP EDGE CURTAIN NAB % ,( % 0O _ .. '.; z " W J CEILING BOARD -ER 8 x 8 x 16 K.O. 1/2" x B" J-BOLTS ♦ i 10 -` z w N CONNECT ALL 2x STUD 2X SUBFASCIA 1 x 4 P.T. @ WINDOWS ,� LINTEL BLOCK i x B P.T. @ S.G.D. ,� 1 ` TYP. 4 COURSE HIGH A.F.F.E ( )CENTERED EA. ( ) �, "' W re TO TOP PLATE v✓trH (a) SOFFIT. SEE ARCH. n O.H. W/ (1) #5 OIA. REBAR & 3000 PSI CONCRETE SIDE w/2" WASHERS , CMU BASE FILLED w/ CONC VERTICAL o la � z �� 16d TOENALLS PLANS H SEE ----- 'U,'�INTEL (TYP) w/ (4) REN F w/ ! a C� o W 0 �/ J 112" DRYWALL SEE SCHEDULE w HOOKS INTO FTG & AT TOP i H ¢ LL 11,4 ~ SEE PLAN FOR HEADER SIZE P P OF COLUMN I i HB&G COLUMN WRAP J _ � g PLAN AI -Al 2X4 #2 SYP P.T. FRAMING IN ro ®I � J W/ MIN 1 SHEATHING ATTACHED PER - z O 15/32" OSB EXPOSURE 1 ON NAILING SCHEDULE u OPTION O.H. EXT. WALL W/ ALL EDGES BLOCKED, M C MAXIMUM OF (3) - ZX PLATES MAY BE ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE T813 FOR NAIL ATTACHMENT. SEE OOR PLAN FOR ! ! '6 PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" % CO MN SIZE & BASE w a NAILS AT 8" O.C. STAPLE @ 2" D.0 EDGES AND FIELD. �' NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. SIMPSON LSTA30 SEE FLOOR PLAN C NECTION INFO. ' w (n Job Information: ALL BEDROOM WINDOWS. " REBAR W/ 3000 PSI n W/11-10d TO BEAM FOR BEAM SPEC. "-'ro CONC. ALL LOCATIONS & TO FRAME BELOW ! a SECURE 2X4 P.T. BOTTOM N ALUM FRAMED WINDOW w/ SCREEN SHOWN ON FOUNDATION & FLOOR PLANS , PLATE w/ 5/8" x 8" ! o ANCHOR BOLT SET IN °'- (G.C. TO VERIFY W/ FLOOR PLAN LOCATION OF OPENINGS IN N P SIMPSON HIGH -STRENGTH , n r/1 EXTERIOR WOOD WALLS. IF NO P .. , EPDXY 6" MIN. EMBED. O OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). y NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. ? o > @ EE ALUM FRAMED WINDOW W/ SCREEN 0 O O A ,.!, < U CEMENTLTIOUS DECORATIVE FINISH 7/8" THICK PER ASTM 11 N PRECAST CONC SILL SQUARE CMU BLOCK BASE W/ 1 of o L� 0) C-926ASA WINDOW STOOL ,", PER SPECS H (4) #5 VERTICALS FILLED SOLID 1x4 P.T. WRAP Or STUCCO BAND N M m 1� 1 ■ U C 7 J ZX STUDS (SEE FLOOR PLAN FOR INSULATION PER FBC AND ENERGY u FORM SUBMITTED WITH PERMIT % SIMPSON HETA20 ' Al i Al BUILT-UP CORNER MIN (3) X4 SEE ELEVATION FOR MORE INFO ri CO m N MORE INFORMATION). SEE TBI3 1/2" DRYWALL ON SHEET 6 APPLICATION PROVIDE BAFFLES AT J EXTERIOR FINISH - (SEE ELEVATIONS) W/10.10d TO OOl-UMN POST OR 4x4 POST w/ 2X4 UN R Y 7 Z IN III i (n N Y U FOR NAILING INFORMATION FOR EAVES (FOR VENTED ATTICS) I , EACH END OF BEAM S F— Th a - SEE ENERGY FORM FOR WALL SHEATHING. WALL INSULATION P.T. 2X #2 SYP. RASE PLATE FTG. DOWEL #5 DIA. REBAR 1 x 2 P.T FURRING 17" IN CONCRETE - 25" i x 4 P.T. NOTE: , ; 2 X 4 P.T. PLATE �• BOTTOM STRAPS MUST 8E a < O J LIJ � MM r ^ r ^ M O J W V J V J LLi LL. REQUIREMENTS w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN HD) w/2" WASHER AT 32" O.C. MIN. 6" FROM END -SEE W507 BASE NAILER EXTEND (ACI 530) ABOVE SLAB, ALL LOCATIONS SHOWN WOOD BASE ON FOurvonnoN PLAN INSTALLED ON INSIDE OF �, �' COLUMN. DO NOT BEND �'�'' t,;�• 4.''o v v SEE FOUNDATION PLAN FOR FTG E gg O ReVlsions: WOOD FOR TERMITE SHIELD SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR v STRAPS UNDER PLATE. v 'Qr, �'-"��v v $ v PLACE STRAPS IN FILL ° °•, SIZES AND m m 1 YV 2 FOR SLAB INFORMATION TOP OF SLAB _ _ SLAB INFORMATION _ - TOP OF SLAB ,r',a v C II CELLS w/#5 REBAR LOCATION m 3 �T x - . ell •; rt.. ------ —------- ui # . GRADE ' JL\ _ GRADE Model Name /Number: O 1820 CLEAN 3: COMPACTED •.� ° SEE PLAN FOR RE -BAR UANTITIES -' (TYP.)4 COURSE HIGH CMU BASE • '' • - Plan Issue Date: FILL TI,?�•,+ D w/ CONIC - SEE PLAN �R SIZE. TOP OF COLUMN BASE T Tuesday, April 30, 2019 SEE FOUNDATION PLAN FEE? FTG REQUIREMENTS SEL- p1AN I� �" SEE FOUNDATION 2 0" AFF f L I _ KA PROJECT NUMBER: PLAN k w NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS Y 19-2902 pETAIL- UNLESS NOTED OTHERWISE Sheet: �-� Of: �. o N CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-0" WS01 TYPICAL WALL SECTION 8" CMU 3/4°=l'-0" CD23 COLUMN @ ENTRY- CRAFTSMAN STYLE N.rs. TYPICAL FRAMING DETAILS WHpN REQ'D RECESSED PRE --CAST LINTEL 8" D BLOCK TIEBEAM W/(1) #5 REBAR U.N.O. �j NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW 2x4 6LKNG AROUND CURVE..MIN. 2 TITEN ANCHORS TO 2x8 PLAN) V` •hLiAZE(SEE 7/18" O.S.B. 2x8 W/ (3) 12d EA. SIDE %° TOENAILS EACH END 2X BLK'G. /16" OSB W/ 6d TO O.S.B. NAILS @ 16" O.C. W/ 2 - 8d TO SIDE & TOP NAILER EA. END 2x4 SPF CONTINUOUS EDGE VIEW BLOCKING ATTACHED TO 7/16" OSB W/ (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 """1CTURAL SHEATHING VARIES W ROOF SLOPE CONT. W/ (3) 12d IMON NAILS EACH D TYP. T&B LISS OR ROOF SYSTEM D02 SHEAR TRANSFER EXTERIOR WALL N.T.S � 9 iI Io m m a ro 1° v" Sh" 114 Q u (2) 2x4 LAMINATIONS W/(i) ROW OF STAGGERED SOd (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d (3) 2 x 6 Li.MINA71ON5 W/ (2) ROWS OF STAGGERED 16d COMMON WIRE NAILS (0 = 0.146', L= 3") OR EQUAL COMMON WIRE NAILS COUTSIDE FACE) INTO0.16 COMMON WIRE NAILS E FACE) INTO '.L=31/2"CH DOR (D - ', L=S1/2") OR EQUAL (D=E0162 EQUAL ADJA 1))CENT NAILS ARE DRIVEN FROM S FOR4PLY. PROMDE 1/4'OIA. x 51i2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3, LY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 1 1/2- CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. OVERHANG FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. 11111I RETROFIT WALL OVERHANG DETAIL NTs SIMPSON SP2 TOP AND BOTTOM. TYP. @ EACH 2X CRIPPLES (3) 16d COMMON @ 16" O.C. NAILS(TYP) — HEADER PER/ LOCATION SS W/ 6d16" O.C.HEADER PLAN)) & TOP NAILER(SEE 12dS rr EACH7/16" O.S.B..EA.SIDE CONTINUOUS 2X BLK'G. TO O.S.B. BLOCKING ATTACHED W/ 2 - 8d EA. END TO 7/16" OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE EDGE VIEW 7'-O" MAX WINDOW OR DOOR OPN'G WF02 I DETAIL @ ARCH WINDOW FRAMING SEE GE05 FOR ` \�`� STANDARD I`, GABLE END `I FRAMING j`, ` Z I I+ +I M 0 2X TOP PLATE TO GABLE END W/ 16d NAILS @ 6" O.C. I � 71 2X4 STUDS @ 24' O.C. W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING N.T.S. EXTERIOR SHEATHING - ATTACHED PER NAILING SCHEDULETBI3 ON SHEET 7 AND 7.1 CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE ONLY IF NEEDED. SEE PLAN SEE PLAN FOR BEAM SIZE 2 X 4 SPF AT 16" O.C. II 11 � u I n u BUILDER FRAME RADIUS ' AS REQUIRED ✓F14 KNEEWALL @ ENTRY FRONT WALL 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 48" 7/16" MIN. NAILED W/ 8d M/4! 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 NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. W/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRUW TOP PLATE W/ MORE THAN 50% OF TOP2d PLATE WIDTH INSTALLSIMPSON PSPI4516Zw/ (12)16d NAILS TYP. TOP & BOTT E15 FALSE BEAM AT GABLE END N.T.S 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 I* NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL /-i0P SPLICE OUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD ✓F17 TOP PLATE SPLICE DETAIL 3/4"=1 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. �IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION (1) JACK USED AT EA. SIDE G. EACH SIDE OF 2X OPENING G.C. TO W O0..SS..BB.. INSTALL (3) TITEN HD. W/ 2 8d 5/8" x 8" EQUALY SPACED EA. END PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW HEADER SUPPORT NO, OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 1 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE ItA END EA END EA END EA END LESS THAN 4' 1 (2) (1) 2) >4' BUT <9' (2) (3) (2) (2) 3 4 3 4 CONNECTOR REQUIRED (3)16d SEE PLAN SP4 AT COMMON OR WLL 2X CRIPPLES @ 16" o.c. [24" O.C. NAILS TYP W/ SIMPSON SP2 TYP. — ( ) HGT. TOP AND BOTTOM CMU- N-M M w/ F/� F/ jil I • t� �I I • • 1 • •M 111 • WINDOW OR DOOR OPN'G i-CMU WF39 TRANSOM DETAIL AT ENTRY 1/2"=r-o" " WHEN STUD LENGTH IS LESS THAN 1Z" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ 8" 0/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.C.) - * IT HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADERANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE N0. & SIIE OF &GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" 0/C FOR 2 x I0 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" C/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON H174 W/ (18) 16d NAILS & A SIB' EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. 8 GARAGE STEPDO STEP DOWN r P.T. BOT. PLATE WF09 WALL HEADER DETAIL N.T.S. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE T013 ON — SHEET 6 2 X 4 P.T. NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE LINTEL STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE I I ' STUD ANCHORING: STUD TO TOP PLATE: SIMPSON SP4 I 2 X 4 SPF I AT 16" O.C. I I STUD TO BOT PLATE: SIMPSON SP4 t;�•; 1/2" X 8" ANCHOR BOLT @ 32" O.C. 8" CMU WALL W21 KNEEWALL @ ENTRY FRONT WALL 3/4" = 1 ------------------- SIMPSON HUC410 -----------------• � BUCKET SEE ROOF I I PLAN FOR MORE INFO I � SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO _- -- SEE FLOOR PLAN-_ -- FOR COLUMN SIZE & ` - - - - - - - - - BASE CONNECTION Et; OPTION A ION B 1/2"OSBFLITCHPL 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%0" AA SEE PLAN FOR 777777MTOP OF BEAM FOUNDATION 4 FOR MORE INFO CD1�. COMMON BEAM ATTACHMENT N.r.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 SEE PLAN FOR I I :BUILDER BEAM SIZE I !F FRAME RADIUS AS REQUIRED u n � M � 1 � I I I 2x BUILD -OUT BEYOND ✓F38 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)-I0d 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 CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. 12 SEE ELEV. (TYP) :91�51 �'bI`E9 ytEly1F'Si9 APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES W/ 8d COMMON WIRE NAILS @ 4" O.C. BOUNDARIES 6" O/C EDGES & 8" O.C. FIELD SIMPSON SP1 @ASTUD�2"x P.T. PLATE 1/2" X 8" "J" BO@ 24" O/C MAX 8"x8"x16"K.BLOCK W/ 1 #5 ;NSIpTJM11 RED WOOD TRUSSES @ 24" O/C LIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" TOP PLATE -2"x4" STUDS @ 16" O/C /—CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) WF42 KNEEWALL ABOVE MASONRY WALL 3/a"=1'-0" W (D Ln Z S O- .i ¢ U) Y O 2G p O W 02 ' t/7 o m F E • \/ ) og °u l0 U 0) , 0 c W QuEy c , O y 0 CD y og� d ngo n c h v 4 a O V Affiliations A n c EV COnSUltants: h pp o pLO wk o .fig' W �ryrn Ip _ JAJk Ak O ��23g �'� Q NN2 LL LL LL m n01fiEox� W y a � Q Q �c_. MLL0 w Lj N .e 2 ¢. �a z z M d � '- wLL W Lu m N 3 o - o mma�g. g' P..nZ O 'R p w a m LLJ m mS gal Q , .` p. •'. d) c yy 2CytU a' * ;UJ� to _I.' Li c 4r, VC y �i ••• Go \"�. r K4 Air •. F,�OJNQ'+ y /� •• •rurr. ,,♦ PFT04; 1���' a K S v m Builder: N U) W am LLJ o no M 0 �Q U U Q z Iz E �N,, NO 0 Q Z 07 m Q o N F N LU ®� 8 �f1' S 0 0 m M 5 C `o V Job Information: Ci = W O V) N ` � a� a 17t3 N Of U 3 9 T �(D a I— 0 r I 7 O 0 Ui a M L :30') 00 (O rrr a Qi Ln 00 (6 N U y z co n mo_ ®J L1JZ) m C co'/^� '' ^^ J o V / V / L0 li E '2 Revisions: 61 1 YV 9 m 2 o` Model Name / Number. 1820 v 8 � Plan Issue Date: Tuesday, April 30, 2019 MVI KA PROJECT NUMBER: Y 19-2902 T o Sheet: S_3 Of: c `{{// N TYPICAL WALL DETAILS U ' *DIAGONAL SPACED AT 20'-0" O.C. MAX \ G SAME SPACING AS BOTTOM CHORD LATERAL BRACING DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN TO BE LESS THAN 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR OR EQUAL TO 450 O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. G0 ^ � ' ' " SEE STRUCTURAL NOTES DROP GABLE END TRUSS &LOOKOUT RAFTERS 1'. �—MINIMUM 2"x4" -- - - - Sd NAILS @ 4" O.C. WALL AND ROOF AND NAILING SCHEDULE FOR O.H. GREATER THAN 12" FOR 12" AND UNDER • 8d NAILS FOR SHEATHING DETAILS SPACE BLOCKS AT 24" O.C. AT 4" O.C. S'S • �� CROSS BRACING , . • "�� 2x4 SYP BLOCKING SHEATHING, SEE T613 FOR SPECIFICATIONS , , (SEE PLAN FOR - • �. ,� BETWEEN TRUSSES @ 48" ' LOCATION , BLOCKING O.C. MAX. FASTEN TO EA. FOR TRUSS w/ 3-12d NAILS EA. GABLES 3'-0" TO 5'-11" TALL. C9 � - _ ", END 2x4 SYP CROSS BRACE 2x6 SYP L BRACE FOR 2X4 SPF BLOCKING @ ,° PANEL EDGES W 3 12d / Z (D _19 •'��' APPROX. 8" FROM RIDGE GABLES 6'-0" AND TALLER. ( ) ♦` • THEN 48" O.C. AFTER. NAIL W/ ATTACH L BRACE w/ 3-12d @ EACH END & @ 12d NAILS @ 4" O.C. NAILS EA. END TO TRUSS 2X6 BRACE NAILED • i° SIMPSON MTS12 @ -NAIL SHEATHING @ 4" O.C. T♦ LOOKOUT RAFTERS z CROSSING AT 45 ANGLE. NOT RE 'D WHEN GABLE IS GABLE TRUSS ( Q ASTEN (1) SIM ON HGA10 12" LONG 2x4 #2 SYP BLOCK AT TO SIDE OF GABLE STAGGERED w 8d �° / IF APPLICABLE TRUSS WEBS ffi Q 0— � � 4'-1" OR SHORTER) ; w/ 12d NAILS �, i0 .o - CONT 2x4 SYP SPANNING (4) RACE CONNECTOR FROM BRACE LOCATION. FASTEN TO TRUSS BAYS (8'-0") NAILED IAGONAL BRACE TO SILL PLATE W/ 10d @ 3" O.C. _ , @ 4" O.C.WHEN STRUCT. SHEATHING 2x4 SPF CROSS -BRACE ' GREATER T AN 3'-0" '° 7/16" MIN. THK. - w a — �v//',�] z (3) 12d w/ 3-12d TO HOR LOCK�LATE ( NAIL GABLE TRUSS @ 48" O.C. - NAIL w/ �= NAIL w/8d COM. C& o L/� UI PER JOINT BAYS) ) TO TOP PLATE w/ ' `6 -' 16d NAILS @ 4" O.C. (3) 12d AT EACH END & AT 3" O.C. EDGES & 6" }`s'�` �° y �4-d CONTINUOUS LATERAL BRACING- , 2x8 T. PLATE 1/2"x8" ANCHOR BOLT 4 BAYS CROSSING AT 45°z ANGLE O.C. FIELD ' �• ' m w 'o ' NAIL OVER X-BRACE AS SHOWN- AT 48" O.C. MIN. '� Y INSTALL BLKG. AT TRUSS WEBS X BRACING - 2x4 SPF OR SYP KNOCK OUT COURSE • TRUSSES lOd @ 4" O.C. CONTINUOUS 2X4 SPF `o V _ /\/J�� 1/ w O N E G CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING MASONRY WALL ,' c \j/ "' w/ (3) 12d @EACH TRUSS WEB SPANNING (4) TRUSS GABLE TRUSS ` 'V) g M I: E BAYS (8 FT) NAILED TO ; ' 'a= '� / V1 2x4 BLOCKING @ 4" O.C. �' NAIL TOP OF "TI,' fi3 U m4 , . 6 NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE W/12d & (3) 12d TO CHORD , TO GABLE TRUSST013 FOR ATTACHMENT w/ 2.12d AND 1 OVER JACK TRUSSES, SEE w/2-12d & (1)oTRUSS SIMPSON MTS12 w/ = � a$ 0TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T,S. SIMPSON HS w/ NAILS 2X4 SPF BLOCKING / 1410d x 1 1 2"10-10dx1 U �0��PL-AN. 1/2" FASTEN (1) SIMPSON HGA10@ 48" O.C. w/ 81/4"xi 1/2" SDS WOOD SCREWS GABLE 2x4 BLOCKING w/ 2-12d TOENAILS BETWEEN TRUSSES 48" O.C. MAX.@ NAIL DETRUSS BOTTOM JTONAIL TOP PLACHORD TO 2X4 DEAD- D AffiliationsNAIL A /—�—fl /CENTER IjfllBETWEEN F—PROVIDE 2X4 MIN. BLOCKING AT LINE OF HIP/RIDGE, TYP. TOP OF "T" END TO TOP PLATE /BEAM TO GABLE TRUSS w. 2-12d FRAMED WALL OR BEAM AND 1SIMPSON H8 4" O.C.WOOD W/16d @ 4"O.C. "BAYS $ TRUSSES W/ (2) 12D w/ s p ' i SEE PLAN. 10d x 11/2" NAILS SIMPSON LSTA30 w/NAILS /BELOW, CHORDEACH END TO TRUSS TOP @ WOOD FRAMED WALL @ DUTCH GABLE 1a-1oa @afi" D.C.o.c. Consultants: FRAME WALL OR BEAM BELOW SEE PLAN T a N 0 m E 9$ - in = N TRUSS sl IERmie TO BLOCKING INA PRE-ENGINEERED VERLAP TRUSS BRACING WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP GE01 GABLE END BRACING N.T.S.12!13 GE05 GABLE END BRACING -FRAME WALL N.T.S.NTs g o d Q�r�z RUCTURAL +` gRa,�'� G.T. SHEATHING ro F w 5�=no ADD 2X4 ALONGSIDE RIPPED 2X4 SYP 42 TO CHORD D fQpACE c a Z 8 4 w a H $ �9 .:�$b a u1 � a TOP CHORD WHEN REQ'D ACK NAIL TOP T OF HIPPED TRUSS w N Z Epm Z a FNOLL Z M TO PREVENT SHEATHING RUSSE c In _ SPAN FROM EXCEEDING HIP 12d NAILS 6" O.C. MAX 24" SPAN (EITHER G.T SEE STRUCTURAL NOTES 2X8 SYP BRACE NAILED TO EACH SIDE OF GABLE DROP GABLE END TRUSS &LOOKOUT RAFTERS FOR a d W a �"j pz w " g al I'.TF 1 T ro SIDE OR BOTH IF REQ'D) TRUSS CHORDS 3'-4" IN O.H. GREATER THAN 12" i AND NAILING SCHEDULE FOR SHEATHING DETAILS USING 10d NAILS @ 4" O.0 FOR 12" AND UNDER - 2 + 5 a s a ``xY ry 4 M '� z v � m • • �• a MINIMUM 12d SPACE BLOCKS AT 24" O.C. v V i o 0 C ( 2) 12D NAILS ROOF (3 ) 2X4 SPF BLOCKING @ AT 12" O.C. MAX PER JOINT MINIMUM 2"X4" SPF OR PANEL EDGES - NAIL w SEE SHEATHING * SPACED AT 10'-0" MAX SYP TRUSS BRACING SHEATHING @ 4" O.C. ♦ E % O U 4' # % PLAN STAGGERED w/ 8d ` ' c t0 .O'°^.I o J4 /7I I STRUCT. SHEATHING = .r '.I'�' Q id 2X4 SPF CROSS -BRACE 7/16" MIN. THK. - �•� •• ,� Imo.^"`�A,� •°'*",,,"",..,,�L 2X4 BLOCKING J TRUSS CHORD @ 48" O.C. - NAIL W/3- '' NAIL w 8d COM. @ �. fy`�` ,& BETWEEN TRUSSES HIP TRUSS (GABLE END) 12d AT EACH END & AT , TRUSSES `. ' CROSSING AT 45 °k ANGLE O.C.'r 3" . EDGES & 6" O.C. FIELD x m r� Pi cyF Reis. t 'y4yyyyy.e,e"as TBO3 HIP / RIDGE BLOCKING DETAIL N.r.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S- SIMPSON H8 W/ 2X6 SYP SCONTINUOUSPANNING(4) TOSS SPANNING (4) TRUSS NAILD TO B EO.C. `? 1040d x 1 1/2" 'v/~ 4 gLK NG GABLE TRUSS o w/12d & 2-12d TO CHORD 2x8 SYP I \ m p CHORD BRACE 2X4 SPF BLOCKING G E04 m W/ 12d NAILS BETWEEN TRUSSES 8" O.C. @ 48" O.C. MAX. S4 w VIBuilder. (2) LSTA18 TRUSS NOTES: CONTINUOUS w/r10d x 11/2" TO 2x6/2x4 SYP i° SEE DETAIL STRONGBACK & 8-10d NAIL GABLE TRUSS M 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1.2014 IS APPLIED, AND STRONG -BACK x 1 1/2" TO "T" BRACE ,. TO PLATE W 16d @ / 3 W (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING BRACING SHALLTHEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT W 12d NAILS / EACH i 4" O.C. a c m L('� w IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED C� 8" O.C. TOENAIL EA. 2x8 C, U N TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY LEG TO PLATE W/ `o O < U CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT • 3-12d & SIMPSON •- x Q a EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS, 2. ALL BRACING (OB,CB,BB) SHOWN ABOVE SHALL BE IN ADOMON TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL ) l ` ; , HGA10 w/(8) 1/4° II• @ 4 D.C.A.B. @ 48" . MIN. _ m = g Q LATERAL BRACING SPECIFIED BY TRUSS MANU F. SHALL HAVE ADDRIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. W/ 3.12d NAILS AT EACH TRUSS INTERSECTION. ' ' x 1 1/2" SDS OR EQUAL 3, ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED 12) w'. V w IV 0 4. ADDRIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED As REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT THE TRUSS. KNOCK OUT COURSE E ti LLI ATTACHED DIRECTLY TO THE BOTTOM CHORD OF 5. PROVIDE TRUSS BLOCW NG AT ALL TRUSS GEARING SUPPORTS WHERE TRU96 DEPTH EXCEEDS STANDARD HEEL HEIGHT. 2X4 "T" BRACE (2x4 SPF) PLATE 4 BAYS $ N LLJ 2 SEE TYP, TRUSS BLOCKING DETAILS SEE GABLE BRACING DETAIL Q ° m SHEATHING W a 3 TO 4 TRUSS ro ® I OJ x4 AS SHOWN TRUSS SPACES GE04 'IT" BRACE CONNECTION @ GABLE END W/ VOLUME CEILING 3/4" = 1•-0" GE03 GABLE END BRACING w/ VOLUME CEILING N.T.S. 0�: o c o DIRECRNATE TION ^O^ RU 3 m (% O B VERTICAL SCAB 2X6 #2 SPF 48" O.C. SEE (2F1 NAILS Job Information: W/ (4) 12d TOP & BOTTOM OR HE TRUSS OR HCLR/LL IN PLACE OF (4) 10D SECTION TO TRUSS SEE STRUCTURAL NOTES AND ai € - REQUIRED C RAFFERS GREATER THAN 8'-0" BB NAILING SCHEDULE FOR t •• • SEE PLAN UBLE TOP DOUGLE SEE STRUCTURAL NOTES AND NAILING EA EN NAILS SHEATHING DETAILS EA. END y C ATE TOP PLATE PRE{NG. TRUSS SECTION B-B 77STUDWALL SCHEDULE FOR SHEATHING DETAILS m a VARIE$w ROOFE " 2 SLOPE PLAN CONV. FRAMED RIDGE \ / MAY BE NAILED w/ MIN. (4) 12tl WHEN IT LANDS VERTICAL SCAB 2X6 92 WHENL SPF 48" O.C. W/ (4) 12d \ 2X4 SPF BLOCKING / \ \ BETWEEN TRUSSES / / ' ' 'i'' ' 4) �_ NEXT TO TRUSS 2x8 BLKING. NAILED 0 EACH TOP & BOTTOM OR H5 OR \ \ @ 48" D.C. ,MAX. / / ' _ L, SIDE w/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d \ \ / / ' c O O 0 B REQUIRED w/ (2) MTS12'S REQUIRED* RAFTERS GREATER \ \ / 2X4 SPF BLOCKING a V V'' x-I THAN 8'-0' \ 2x4 SPF BRACE / @ 48" O.C. MAX.w/ / o O N LO •)f• \ @ 48" O.C. - NAIL w/(4) (3) 12d END NAILS 2X4 BRACE@ 4'-0" �' ti Z -O 0) EVERCOLLAR a dE \ \ EACH END & EACH END ON CENTER f .' m O M SHFATHIN RAFTER \ ALTERNATE R \ ALTERNATE DIRECTION \ ' J \ , I > 0f m OO N U GG 2X4 BLOCKING BETWEEN BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) ' ' i I Y a /��•s _j U W 0 EACH END, GONT. EACH BAY B TB 2X4 SPF W/ (2) #7X&1/2" / / TRUSSES i m d O ALTERNATING DB WOOD SCREW EACH TRUSS OR H5 @ 48" O.C. / / SEE PLAN M�M ��/•� /�/� f� W BLOCKING / / F V J V / Ln LPL PRE-ENG. TRUSS STRUCTURAL SHEATHING CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. \ / / / / TRUSSES Revisions: 1 YV SEE PLAN FOR CONNECTION \ \ / / SIMPSON A34 OR \ \ m 2 B 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2)­72d NAILS DIAGONAL WOOD 2x8 42 SYP RIDGE BEAM (LISP MP4) @ \ \ / / 2'-0" ON CENTER / ' � 3 AT 8'-0" TRUSS EACH END MAX( j(- 2x6 RAFTERS @ 2'-0^O.C. / 2X4 SPF BLOCKING \ n BETWEEN TRUSSES `/ vi t° . Model MAX. w/ (3) 12d COMMON @ 24" O.C. MAX.W/ Name Number: r1 WALL BELOW TOENAILS TO RIDGE BEAM 2x4 RAFTERS FOR SPANS LESS THAN (SEE PLANS FOR TYPE) \ / \ (3)12d EA. END (TYP.) •. : , SIMPSON HGMA10 1/2" GAP @ 4•-0" MAX. 4 FT 0 2'.0" O.C. MAX W / (3)10D CONC. MASONRY COMMON TOE NAILS TO RIDGE BEAM SEE PLAN ., _ O.C. 1820 — — STEEL OR WOOD T & G CHORD BEARING SUPPORT Plan Issue Date: TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/r SPACE EXTERIOR INTERIOR �— — m a Tuesday, April 30, 2019 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING m KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING 19-2902 INFORMATION - - 8" C.M.U. SEEOr 2x4 S.Y.P. PLAN FOR REINF. T Sheet: Of: @ 16" O.C. c o TB15 EXTERIOR NON -BEARING WALL DETAIL N r s' TB1 NON -BEARING EXTERIOR CMU WALL N.r.s. N TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N r s ROOF FRAMING AND BRACING DETAILS THERMA-TRU INSTALLATION \\\\\\ KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maXimum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2.1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE AI x P.T. BUCK STRIP CONTI AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" CIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. R1 SPA EVE 6m, 6" 6" 6" SINGLE DOOR W SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES r'n S. b.. . 3„ 3„ 3" 3e 3n - - E A I firm I 3m,1, 13" T3" 6' 6 6" I DOUBLE DOOR W/ SIDELITES 11 6" WACE :VENLY g" 6 DOUBLE DOOR LOCATION OF BAPtRIER TO BJFIP.Ovv IN FRONT OF MECk OR AF . WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. G- o ' TOP OF SLAB p0 Z II -II v I 2 t Ir - Ir I o ° 16" M DIAMETER A I CONCR E FOOTING 1 P TECTION BARRIER D TAIL �i N.T.S. SPACE EVENLY pwga V-10 vet SFA ANT L NAIL SHINGLES W/ 110R 12 GAUGE ROOFING NAILS. 5/8" MIN HEADS. 6 PER SHINGLE. pro 10e� 0 s I UTpeAW A" 6�cse ASH Od"SO 'br6rd-160 rya Rake 151GWt MAAeete Edngp to use Extend the shingles overthe rove and saves about 1/2' If drip edge Is ua90, a about 3/4" B no adp edge Is axed. valley cemedlne -------------- SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS ENTER WALL FINISH AND EXTENDING MINIMUM OF 6" ABOVE 6" X 6" H GALV VERTICAL RISE OF FLASHING - VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER STO SEALANT SHOT INGLES 6" x 8" H GALV. 15- FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED \ F HING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF WIDOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS -1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS =• 1/2" DRYWALL FLAT HD. "TAPCON"SCREW THRU \ THE WIDOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 161, C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN -- FIN &SHEATHING EXTERIOR — FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGHT 1 EXTERIOR 11/2" MIN. EMBEbMENT — 08 WOOD SCREW INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 3/4" MIN, EDGE 1/4" MAX. SHIM SPACE TRUE 2.8.5 DRIP EDGE. RUVIUE NW EDGE AT EAVES AND GAae ATINGLE ROOFS. OVERLAP TO BE A MINIM IF Sin (7&m). CAVE DRIP EDGES SHAULC inn BELOW SHEATHING AND EXTEND BACI LOOFA MINIMUM OF 21r. DRIP EDGE AT B (HALL BE PERMITTED TO BE INSTALLED0 IVER OR UNDETI UNDERIAYMENT. IF IVES THE UNDERIAYMENT, THciE SHALL AINIMUM In WIDTH OF ROOF CEMENT IN: IVER THE OFF LOSE FLANGE. GRP EGGS AECIIANICALLY FASTENED A MXGMUM UI 17ATER. WHERE THE Vaed AS DETERMINE ION ACOt1ANCE WITH SECT8301.2.1.3 is 177 W/H) OR GIEATER OR THE MEAN R xCEEDs 33 FEET ao,U%mm), DRIP ED, AFCHANIpU LY FASTENED A MAGNUM OF IN CENTER MMMW- T� „}q IWtion Instruction For All Fixed windows with MountingFin H Ute Includes all of the Folbvring series: J�/ u. m,e e ul�n,v. ,.•,"L>m 625 / 02.51 AZ15 / FL15 / AZ30 / P1190 / V1500 / V15a0 / V300 / V380 Vr200 1 VT280 I Ga2000 I G82060 Prest 662 Prestige 882 1 LH10 Nedmum FRIoner SpadrV Wall Framinp: Games, Head and 61N) #2 Slar. WPlme/Fir Or Bem l .9llwne -- — Stew #IOC SR#VK Mnrmen Im-,e mn G1.1, lead Merrill FIn =�- C cos Section V law Bmyiw vies Of Pirelli VatrldW Mnlmcm ) yr s 5131mne _ -' BMlm Sheaming - • Noes: We strongly moomerehildMs OW '07== =Wl/ o t1pas 114 ON P" shiNted As ASIFN E2117.OI. No"awr, duo to wroeelon M rotes enObugOOAg b'pe+ It Is bN up A, the and user to defermMe the proparMthlk7on ofthete Namr. LEAVE THE Blellll WMp pNl Before InsoBlrg Your willow, the bubble Wrap may be pe d back for inspection, NO Ckase re -stick tce wrap to prat c the blxe Iran scratches a I other damage until wnsvucton rs complete. Step 1 Messner to be sue Me opening Is 318'to 1/Y "rpm Man the window an boll vertically all hatmtally. • you may Wen to pre -drill the Installation hole In the M a[ Me time. tee AreAmIaled tA'GFN Ode morm0hir ft M May are roc . Step 2 APPIV a generous bead of tiilwne 0 the backskle of the mamting On. Use enough these o shtfidatly NII all volts Immer the On and Me wall!"alin . Sap 3 Insert the vArmw b"s lie opnNg Iran INS omAt910e. The wedow is khekA ir>tid<" ell bmAWe', but HMve lsbds have bent UM alleftei bead should always he to the kWnk of the Step a Ircta119ams under the III, adJnatlng them umN Me u4 A plats In Me openiag. Shims should be Irwti under' Me sla every 2 meat. The WlnaoW should be mystery [entered in Me Opening van no mere Men P go beteeerr the M. and wall fro Step S Install a#10x 142'.4•hommecoma of Mefin ateach ell oflre head sill and bodijents. Step 6 ImotaR the Remaining f rmariers In 8" Increments fran tie caner stews to the center ofemh Hama member. Use ure not to over- lomenthe saev"5Ono pullthem ti the fin. Alm, make are the suers go In Straight and do not muse the franhe to bow. Wall framing should be a minimum of #2 Spruoeffi eyRr. Fastners Should be #10 saewe of sulldent en M o achieve 1- 8' perrelmoon into the WON and ro less than 112" from eggs of framing, Fastener wanders needed In each side of fame o Mh"Ve tY' I Le of Frame NtemtNv l0" 1B" 21 U 12" SO" IS- 66' 74' l2' WW Numbs of Fasonms ] 3 1 1 1 9 1 6 1 ) 1 l 1 9 1 10 1 11 1 12 1 13 Sup J Remove Worse silicone use2e our horn around the to Be! Iftepect for hulas a olds. Use Stamm to fill an 4mi0e. Step 8 If desired, a foam miladan on be aPged to the wnor gap between the Window and Wall framing. V applied M Amu[be me NON £XPANOING 7YP£FOAN. Stay 9 Since terse Widows are typically used P rooms Y M high molnum, Is, bammame, N Is recommended that the kWerior gap betwo m the Wndmv and wall framm ako Ise seed With aftne and moled so as not to Interfere wHh the insulation of wallboard, de Or hen, S" 10 Once all wRSUNNO S Is wmplHe, re the bubble wrap From the inside and outside of the wmtlew. V neasary, dean ti e blocks with a cola damaged and Warm Water using a wit doll. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Method Approval # Roofing: 1st Choice OADE COUNTY APP. CERTAINTEED LANDMARK 30 NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL5444-R13 OWENS CORNING OAKARIRDGE FL18S28.1 2nd Choice CDADE OUNTY APP. W/ 3/8" MIN PENETRATION THRU SHEATHING 3rdChoice DAD COUNTY APR. IKOlndustrues,Ltd CamMidgeAR R.70�R10 6.1 4th Choice DADE COUNTY APP GAF FL10124.1 ROOFING UNDERLAYMENT: 1st Choice INTERVR4P, INC. RHINO ROOF UNDERLAYMENT SHALL BE APPLIED AND FL15216-R3 ATTACHED IN ACCORDANCE WITH R905.1.1 WOODLAND TYPE II UNDERLAYMENTS-H HZ 2nd Choicel I INDUSTRIES INC 1#30 ASPHALT -SATURATED ORGANIC FELT FL17205 1 Overhead Garage Doors: 1st Choice 1 +30.0/-3D.0 CLOPAY 73WB 2"x6" P.T. WOOD JAMB WITH 1*) 1/2" DIA. x 8" "J" BOLTS FL15279-R5 5279.52 2nd Choice +30.0/-32.0 CLOPAY FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 E MA TRLLCOR FIBERGLASS DOOR GLAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP 8, BOTTOM OF INTERSECTIONS FL15225-Fill THERMA TRLLCORP. FLUSH 2nd Choice +67.0/-67.0 FIRERGI ASS DOOR AND MIN. 12' O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3- WOOD SCREWS MIN, FROM FL15225.5 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. TYPICAL ALL 4 SIDES) Siding: 1st Choice +0/ -146.3 The TapeD Group 7" Staggered Shakes INSTALLATION FASTERNERS ARE GALVANIZED STEEL ROOFING NAILS fah" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10' O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL FL20403.17 N.A. N.A. N.A. 2nd ChoiCP1 SHALL BE BEYOND WALL DRESSING Win w : 1st Choice +40/-50 MI WINDOWS 3540 SERIES Si le Hun (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. IW' EMBED TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED, INTO WOOD BUCK. 17676-118 +401-50 MI WINDOWS 3540 SERIES Single Hung (flange) +50.0/-50.0 MI WINDOWS 3540 SERIES FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF SUFFIENT LENGTH TO ACHIEVE IA" INCH MINIMUM EMBEDMENT FL18644R2 PIcNre wintlow IN WOOD SUBSTRATE. FL18644.2 Mullions: 1st Choice MI WINDOWS M-1926 Vertical FOR Mullion 3/16' ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 1?G FL 18504.2 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 S BLOCK625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL185-RlO WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ 48 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8' MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: Choice +55.0/-35.0 KAYCAN LTD 8" BEADED ISOLIDSOFBTVINYLI D.C1st 11/2" NAILS 10" FiT E NGTH DIRECTION FU65 3 -4 Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM Ge. Oa24" dvwl2etl DIRECT MOUNT. TOP L/n"-20 MALE PANELMATE W/ WINGNUTS 4"-20 SIDEWALK FL16293,1 46 PSF INT. PANEL MFG. INC. Steel Storm AT 12'A4" O.C. BOTTOM Panels BOLT w/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: Fl. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 E0 ST D V Z m Z Z � cN Vs� t°'6 0 'o cPQi �O W y�O,, B� 0 0 Y � mov_u U 0., � D H � LLi7i N ono ¢ P O ♦ Affiliations: A 11 B D,' X,; ♦ Consultants: "N c ra m (nLU p rn LO (V t0 B eI aS��g xp 9 qz MNO y�rnrr'e ¢ i vi Q 41 W Ud N W m"�Go q coz �I ���ai s ram it m 2oNa..s ��.r) -o rn w r � r a° A� - iN ti r �I •a Ui �r i N1 v I ���� •era••• F, � IV Builder: W !2 }M Y N LJJ pt FeeQ U _ z an J N z W NO W � N � -j ,^ HJ I W = W a Z O M � c I♦ 11 Job Information: I ly 0 NN Il � � �M 0 I— a z U �C P c i LU m M Ln Cy M R— fn D Z I� i �.% m 01 d — O —jLL»M M —1 IMn ♦ Revisions: 1 YV r 2 ♦ 11 Model Name / Number. 1820 ♦ Plan Issue Date: Tuesday, April 30, 2019 V1 KA PROJECT NUMBER: 19-2902 Sheet: Of: S-5 REFERENCE INFO (P FLASHING REQUIREMENTS R�v�E A MECHANICALLY FASTEN AS FOLD UP WEATHER NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER& FLASHING TEMPORARILY SECURE SELF �L, WEATHER RESISTIVE BARRIER DETAILS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section / V -ADHERED DOOR ROUGH OPENING THESE ARE GENERIC AND MEANT TO SHOW /WEATHER I i RESISITIVE BARRIER WOOD FRAME CONSTR. WINDOWUNIT GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. R703.4. Awater-resistive barrier is described as a material behind an exterior wall covering that is intended to resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or assembly of I__I - occ; SLOPE ` JI d TAPE '' , �' EXTERIOR SHEATHING SELF -ADHERED FLASHING 3/c-1" BEAD OF CONSTR. BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in : 12.0 in SELF FLASHING materials applied on the exterior side Of exterior walls for the purpose of providing a weather -resistive barrier, Insulation, or for aesthetics, Including but not limited to, veneers, siding, exterior Insulation and OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm: 30.5 cm) -ADHERED finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. l�l'// , waewm.wixww� P NAIL BRAND WALL BY 6IN. UP JAMB EQUAL WEATHER � OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved barrier be WEATHER RESISITIVE SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. TWO LAYERS OF FELT ONE LAYER OF HOUSE WRAP AND water -resistive shall applied over studs or sheathing of all exterior walls. Such felt Or material shall be applied horizontally. With the upper layer Z g 10 Z BARRIER SEAL TOPS of Jolsrs UNDER DECKING I, RE ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6Inches (162 mm). The felt or other approved material shall be continuous to the top of walls = ¢ 10 I; suaFLooR (SEE DETAIL WP07) I i'I, and terminated at penetrations and building appendages Ina manner to meet the requirements of the _ - SELF -ADHERED FLASHING I exterior wall envelope as described in Section R703.1. HEAD FLASHING TIE-IN INSTRUXTIONS: WIRE LATH Detail Instructions R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied � Z to � 01 1. Cut, fold up & temporarily secure weather -' r to allow forflashing Installation resistive barrier above heads ng RIM JOIST Refer to the number marked as ® in each detail that corresponds to the overwood-based sheathing, shall include awater-resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently N w 2. Self -adhered fleshing plus head fleshing under weather BUILDING numbered items in the list of instructions below: such that each layer provides a se y pr parole continuous plane and any flashing (installed in accordance with r 'o resistive barrier 3. Fold weather resistive barrier back over head flashing and 1 1 PAPER 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps Section R703.4) Intended to drain to the water -resistive barrier is directed between the layers. Exception: G `o_ _ U O t/'f C o n seal with tape 2 2 O 3. Self -adhered flashin Can be substituted for buildin 9 g paper Where the water -resistive barrier that is applied over wood -based sheathing has a water �� o °u resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco a - 4. Split the release paper using the ripcord (Split release on demand, by an intervening, substantially nonwater-absorbing layer or designed drainage space. O wg ° Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW W PO SELF -ADHERED FLASHING ]�WP02 SELF -ADHERED FLASHING CEMT FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W P03 embedded in the adhesive layer) -for ease of installation and to minimize scoring cuts R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to _ a m °u 0 ° FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A 5, Remuve all release paper per standard installation instructions and prevent ant of water into the wall cav' or g ng entry cavity penetration of water to the building structural framing w 8 O � $ N <^ 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 fenestration products shall be sealed at the juncture with the building wall with a sealant complying with 3 v c ¢ a EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) AAMA 800 or ASTM C920 Class 25 Grade INS or greater for properjoint expansion and contraction, 0 $ d Affiliations: EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as shown by arrows ASTM C1281, AAMA 812, or other approved standard as appropriate for the type Of sealant. 5 ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD S DOOR AND RETURN FLASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW ADHESIVE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner Fluid -applied membranes used as flashing m exterior walls shall comply with AAMA 774. The flashing shell extend to the surface of the exterior wall finish. Approved corrosion resistant flashin s shall be installed at PP g 3. A (SEE DETAIL WP01) g the following locations; d to D.' REFER TO TECHNICAL LETTER ON CHEMICAL OR EQUAL WEATHER PROOF CAULKING SCORED 8. Mechanically fasten as necessary w V consultants: COMPATIBILITY , RELEASE PAPER 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the E n to CO �-" FOLDINQ surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent BE FLZIDHERED FLASHING SELF -ADHERED FLASHING, AFROMINIMUM 6" EXTENVERTICALLY (BEFORE SCORE RELEASE PAPER TO EXPOSE ADHESIVEASSHOWNI drainage. Mechanically attached flexible fleshings shall comply with AAMA 712. c 1 c n %E o .+� `o '-" U) N tD VERTICALLY FROM BOTTOM OF Flashing at exterior window and door openings shall be installed in accordance with one or more of the o W rn W DD € d E LL, P 9 THRESHOLD MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH' following: o r Q m ." ^z fJi ° e V v a o N U �+ a�; S a tit SECTION -A 1.1 The fenestration manufacturer's Installation and flashing instructions, or for applications not addressed $ o a` u) ,; c (SEE DETAIL WP02) SELF•ADHERED FLASHING In the fenestration manufacturers instructions, In accordance with the flashing manufacturers instructions. flashing h $ „ �g N-'w. a ¢ o \O d W w gga tj,� g N SELF -ADHERED FLASHING O Where instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the g " Z N 4 Z a�LL w o rr . m _ a 2 surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing incorporate flashing $ a $ w Ix o rn o m °m S SELF -ADHERED FLASHING 5 shall or protection at the head and sides. g Z W NAILING FLANGE 1.2. In accordance with the flashing design or method of a registered design professional, dSgirrr` ❑ a 4 1.3. In accordance with other approved methods. ; 2 DO NOT FLASH OVER SEAL TOPS OF JOISTS O 6 1.4 In accordance with FMA/AAMA 100, FMA/AAMA 200, FMAM/DMA 250, FMA/AAMA/ WDMA 300 or FMAIAAMAIWDMA 400. q �.`�qe� '• LL ; ' �� co f BOTTOM NAILING 8 UNDER DECKING o (SEE DETAIL WP07) .� % 2. Attire intersection of chimneys or other masonry construction with frame or stucco walls, with E FLANGE projecting lips on both sides under stucco copings. W N O = , W 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously fl : . > a ' above all projecting wood trim. SELF-ADHEREDFLASHING WP04 EXTERIOR DOOR WITH WP05 SELF FwP06 or stairs attach to a wall orfloor assembly of wood -frame construction. 6. At ,OY '•, Co \0 HLALF ROUND WINDOW INSIDE wall and roof intersections. •+„ '• 7. At built -In gutters. a °<• +, ... •' ` �,. PtRt0����+`` SELF -ADHERED FLASHING m DECK PROTECTOR _ SHEATHING 7/8" Cement Plaster46 7/8" Cement Plaster in accordance with ASTMC926 in accordance with Y SELF -ADHERED ASTMC926 0 FLASHING PATCH Felt backed metal Felt backed metal SELF -ADHERED FLASHING PROVIDE MIN 8" WATER _ lathe In accordance lathe In accordance r wilhASTMC1063 with ASTMC1063 v B Builder. DECK PROTECTOR \ ,Building AROUND ENTIRE ER METER :+ Paper Building Paper Ln Y EXTERIOR FACE OF BLOCK, AROUND THE INTERIOR OF : 7/16"O.S.B. E N iil THE OPENING AND THE FULL 7/16"0.S. B.'., ', sheathing om Q i DOUBLE PRECAST SILL - i sheathing D y c O M UJI SINGLE I� III JOIST JOIST �. SELF -ADHERED FLASHING 'j - Kee to ed e ' Metal Flashing of wee screed 8 = C9 Q SELF -ADHERED FLASHING .' 2" below top of 31/2" block ro z a N y� J 2 3" MIN 4 Unperforated Flange 7/8' Vulcum E _► Z N OJ W LL O Weep Screed joitank bottom Q UA o a' W o Maintain Metal Flashing 5 "; v m N S W I" SELF -ADHERED FLASHING �f P0 Fw SELF -ADHERED FLASHING Q WP08 MASONRY INSTALLATION WP09 Bottom of 3-1/2" Urperforated Weep Screed p Flange?/8"Weep Screed 1 1 /2" to 2" 9 I � W $ c7 o Q 1HO.8362x:DECK JOIST OUTSIDE CORNER FLASHING Above Roof 1/2" Cementitious Sheathing Decorative Finish = o J a B 9oil q'• • ii All inside and outside corner will 9 m V Job Information: y EXTERIOR WINDOW UNIT need to be miter It;•'••••, CEMT. FIN. cut and caulked all Cement Plaster O BUILDING PAPER SLOPE 0.3 in: 12.0 in SLOPE 0.3 in; 12.0 in F-I(0.6 cm : 30.5 cm) SLOPE 0.3 in: 12.0 in butt joints need to in accordance o, b • ' becaulked using with ASTMC926 over wood 2nd Vulcum caulk for all floor n o +� tD to 3 __.___ (0.6 cm: 30.5 cm) (0.6 cm : 30.5 cm) 8 O SELF -ADHERED FLASHING O d WIRE LATH SELF -ADHERED FLASHING EXTERIOR Z N N � CEMT. FIN. m :3 O d m BUILDING PAPER WIRE LATH IS0) to M N C IV V SELF -ADHERED FLASHING II Plaste®Posh Q 7 L M cn m n ` 1- � U m a Z - p J w Z) M WIRE LATH Block J m 0 (1) L0 LO 2 1/2" Perforated E BUILDING PAPER BUILDING PAPER Flange 1/2" Weep Cement q Screed g m ♦ Revisions: Plaster 1 YV 2 over block " EXTERIOR 1 st floor b 3 WINDOW UNIT CEMT. FIN. Install bottom Slab us 4 V Model Name / Number. edge of weep screed 1" below 1820 finish floor v N6 o ♦ Plan Issue Date: Tuesday, April 30, 2019 OPTIONAL DETAIL 9 KA PROJECT NUMBER: Note: 3 1 19-2902 The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL o R SELF -ADHERED FLASHING i SELF -ADHERED FLASHING sheet: �� Of: MT F NISH WINDOW FLASHING W P 1 O CEMT. FINISH WINDOW SILL 7WP 1 CEMT. FINISH PARAPET WALL W P 12 tits WGe�] SCre2d• SCALE: NOT TO SCALE CSELF-ADHERED WATER PROOF a DETAILS CE, T 4)) bath duct to roof cap w/fan Nutone 696RNB HOSI RI BB 25 SH PRECASt BOTTOM ® 6'-8" EGRESS BEDROOM #2 LAf AI 12x6 lwcc UI TELL CEILING z VAULT CEILING 135\. 12x12 rag 4'-1 D" 7" H2v DBL 25 SH 2668 111 2868 8' CLG. CHANGE TO 25 SH - 2'-0" F/F OPTION FIREPLACE OP -ION BATH 16x16 rag `� �; 8x4 1 " nl 14x14 rag O „ x FANLY ROOM v VTR '-z 6 WALL 10x6 iwcdD 85 w 5068 8' CLG. 1R;1SIT ,� v 2418 fbrag DINING ROOM VAU'_IL_L) CE LING 12x6 1wcd N 165 / 0 25 SH EGRESS OWNER'S BEDR06M VAULTED CEILING 1 - 1 r4x8 lwcdwcd I 200 6x16 ra 10' CEILING 12x6 1wcd / 145 ik PLAIT LED D S'-4' A F. / lox rag 7" RN 7 12xl 2 roq 12x6 lwcd / 150 D C!E BEDROOM #4 L 0"- 6" I EGRESS r OSIDE PLATFORM HVAC UNIT IFY SIZE WITH _ R 7" 1 2x1 2 rag M FOYER o10 CEILING <H1 � Aa w/(zj 1z" & TRANs. ELEVATION 5-3 6' 4" ENTRY \10' CEILING W/5KW ©240V 1PH 18x13 plen scale :1/8 =1'0' platform by bldr Z-1 14" WAR I 0 4' 5 R � n w 4" bath duct to roof cap w/fan Nutone 696RNB N 10x6 lwcd � 45 _„ OWN-7' BATH i zd c'� as VAU TED CL& o w Fw w oz wn 00 W� ULw RANGE/ USI. HOOD / SINK w N 8" z 7 m ITC'HEN LTED C-G. > 14x8 1 wcd z 170 � 4" RCFRIG. NOOK a VAULTED CLG, A N G' Ic_ 40 Quo 8x4 wed a 7' 2868 STEP N. HANSON BOX @ 36"' APEW.H F L DN. STAIRS m zz 2" k s4" NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 2 CAR GARAGE \ 8' CEILING 20'-D4" dryer duct to roof cap w/dryer vent box LINE OF GARAGE DOOR Must have a minimum clearance of 4 inches around the air handler per the State Energy code / FLOOR PLAN/ SCALE: 1 /4"=1'-0" ALL ELEVATIONS All duct has an r=6 insulation value. 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL Rating 5 O V / LU WW O W V / 57 l) O M M Q 00 CN� • • �' w Q D C� m EL I