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HomeMy WebLinkAboutPLANSTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202 , REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISH ED BY THE FLORIDA DEPARTMENT 0 U N F AGRICULTURE AND CONSUMER SERVICES." NOTES, 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE �BOR-XCQR"PRODUCT METHODS MUST BE DETERMINED AT PERMIT STA PRODUCT GE AND APPROVAL DATA MUS WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUM BER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. EXTERIOR WALL LATH ATTACHEMENIT R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. •INTERSECTION OFC CHI MNEYS NEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. AT WALL AND ROOF INTERSECTIONS AT BUILT-IN GUTTERS. EXTERIOR CEILING LATH ATTACHMENT HE ASTM C 1063 7.1 . . ONE MESH EXPANDED METAL LATH, FLAT -RIB EXPANDED METAL LATH, AND WIRE LATH SHALL BE ATTACHED T ONTAL WOOD FRAMING MEMBERS WITH 1lfiIN. (31'J•1-MM) ROOFING NAILS DRIVEN TH THE PLASTER BAS TTACHED TO VERTICAL WOOD FRAMING MEMBERS WITH 6D COMMON 1-IN. (25-MM) ROOFING NAILS N TO A PENETRATION OF NOT LESS THAN IN. (19.1 MM . (25-MM) WIRE STAPLES DRIVEN FLUSH WITH LASTER BASE. STAPLES SHALL HAVE CROWNS S THAN 3A IN. (19.05 MM) AND SHALL ENGAGE NOT LESS THA EE STRANDS OF LATH AND PENET WOOD FRAMING MEMBERS NOT LESS THAN � IN. (19.05 MM). WHEN M TH IS APPLIED OVER SH. G, USE FASTENERS THAT WILL PENETRATE THE STRUCTURAL MEMBERS NO THAN 4 1IN 7.10.2.3 EXPANDED 3'8 IN. (9.5 MM) RIB LATH SHAL CHED TO HORIZONTAL AND VERTICAL WOOD FRAMING MEMBERS WITH NAILS OR STAPLES TO PROVIDE SS 41N. (44.5•MM) PENETRATION INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3�41N. (19 ) PENETRATION 1 ICAL WOOD FRAMING MEMBERS. 7.10.2.4. COMMON NAILS SHA ENT OVER TO ENGAGE NOT LESS THAN T TRANDS OF LATH OR BE BENT OVER A RIB WHEN RIB LA STALLED. 7.1.0.2.5. SCR SED TO ATTACH METAL PLASTER BASE TO HORIZONTAL AND VERTICAL WOOD G MEMBERE SHALL PE E NOT LESS THAN 5'8 IN. (15.9 VIM) INTO THE MEMBER WHEN THE LATH IS INSTALLED A ALL ENG T LESS THAN THREE STRANDS OF LATH WHEN INSTALLING RIB LATH, THE SCREW SHALL PASS THROUGH, B OT DEFORM, THE RIB, MASTER REVISIONS DATE i DESCRIPTION CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N,O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING, SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PR OJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI ( Frn = 1500 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-12A. 3. COARSE GROUT SHALL CONFORM TO ASTM G476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 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 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6, REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9, TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SEX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE INDIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS, 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.oE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING : T&G A-C GROUP 1 APA RATED 48 24 SHEATHIN G SHALL FINISH ( / ) FLUSH TO EXTERI OR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THC LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUS4; MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS, 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. FIELD REPAIR NOTES 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA, EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS, 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. TO FOOTING ). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 1/a"x 2'A" TITENS TO MASONRY AND (7YIOd NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" BIDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 31N A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE MISSED, CONTACT THE FOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. n CODE CRITERIA FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34,43 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONC RETE - (ACI 318-14 SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10) BUILDING CODE RE QUIREMENTS FOR MASONRY STRUCTURES - (ACI 53413) NATIONAL DESIGN SPE CIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL - 2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 "I'L/120 ROOF RAFTERS(W/0 CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLOOR I -JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) RO OF (PSF) RO OF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD OIL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD OIL 10 10 10 10 TOTAL(PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD OIL 10 (PSF) WIND LOADING CRITERIA WIND SPEED (ULTIMAT E) ( 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT- +/ 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15Fr, 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 10 (+) 27.6 (+) 27.6 (-) 29.9 (-) 37.0 20 (+) 26.5 (+) 26.5 (-) 28.8 (-) 34.4 O 50 (+) 24.8 (+) 24.8 a a O 27.1 ( ®� Y (+) 23.4 (+) 23.4 100 O 25.7 (-) 28.8 �r DIAGRAM GARAGE DOORS* SOFFIT 9'd" x T•0" 16'-0" x 7-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (.) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2 "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USELOAD ASSOCIATED WITH THELOWER 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. INDEX OF DRAWINGS SHT NO:I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN Z � 10 Z 10 3.1 FOUNDATION DETAILS a 4 ELECTRICAL PLAN d a 5 ELEVATIONS - 6 TRUSS LAYOUT g Z S-1 LINTEL PLAN QX S-2 DETAILS o S-3 DETAILS 00 S 4 DETAILSV) T S-5 PRODUCT INFO SHEET r6 WP WATERPROOFING DETAILS P-1 OPTIONAL PORCH N M-1 HVAC a 5 � ♦ Affiliations: c m E T c V I Consultants: a g N t0 0 6_ w m U € u Q n m_ °z fi' EJ fill (8 E Q wm�od w a@@ wl UJ $g 0 0 NpLu d tJ��s � EEgg�m� g a r � LLb w a a i m ". w � m o , BOTTOM CHORD LL O (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES BOTTOM CHORD DL 5 (PSF) SPECIAL FLOOR LOADING c GAME ROOM 60 (pSF) COMMMENTS: Y BALCONIES/ DECKS 40 (PSF) t BALCONIES OVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) o. o a LIBRARIES READING ROOMS 60 (PSF) Y STACK ROOMS 150 (PSF) 2 � Builder: GUARD RAIL ® HAND RAILS (d) 200 (PSF) N GUARD RAILS IN FILL COMP. (f) 50 (PSF) N ROOMS OTHER THAN SLEEPING 40 (PSF) N SLEEPING ROOM STAIRS 30 (PSF) W 40 (PSF) 3 FOOT NOTES v d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG O THE TOP. f. BALUSTRADE AND PANELS FILLERS I SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. ro E GENERAL NOTES: BUILDER NOTICE: 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Engineer listed In the tltleblock of these 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. documents that these documents be accurate, providing Licensed c 4. DO NOT SCALE PLANS. DIMENSIONS ARE BE FOLLOWED AS INDICATED. Professionals clear information. Every attempt has been made to The o 5. ALL GLASS LOCATED HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE prevent error. Builder and all subcontractors are required to 6TH EDITION (2017) RESIDENTIAL. SIDENTIAL. review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for v CONTROL OF CONSTRUCTION SITE: any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED To, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these documents. Any questions regarding the " C JJ aCO mU7 � � N Lj �Q U z ao W LLI J w NV) O I- N W o (11 N O v / L16 LU z W p d F- of V U�w LL o QV LL O O O.3 S RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGR information found in these plans should be directed too r Q I't 0 Job Information: EEMENIT OR OTHERWISE TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER u ua I y Assurance Manager at 321.972.0491 immediately. No backcharges will be considered for relmbursement by the Deslgner/Engineer m CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL ATANY TIMEFOR ANY REASON. without advanced notification and approval by the Deslgner/Engineer. Payments will be made In accordance to the a terms of the agreement. a 2 N O I- gz N LLJm DAMS HOMES z Of Northwest Floridan ,_lul � o � Revisions: @} 11 0 2 3 M0 c to W j N N >00 0 0) M d Ln 00 dJ o�W (0 a � a� �o1- _Im()(n 1(0)LOL d0®U UU Lhd�hIv`E OV S PAR AY GU LFBREEZEy FLORIDA 325 53 �(� �� �(//) (� rn ♦ moael Name / Ivumoer: oy RECEIVE / 1755 F'/'\�Y Plan Issue Date: VU a Monday, June 10, 2019 MODEL 1755 ST. Luc)e County, P4rYrSlft nq VI KA PROJECT NUMBER: REVIEWED FOR 19-3887 CODE COMPLIANCE s Sheet: ST. LUCIE COUNTY •L Of: DEC 09 Zulu BOCCI jai COVER SHEET GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTG DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 10 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR ) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINTORCING GRAVITY CAP.Fibs! F1.0 1'-0' XCONT. 11.0" 2 #6 E.W. OCT. 2000 F2.0 T-W X 2'-0" 11.0" 3 #5 E.W. BOT, 7200 F2.5 2'6" X 2'6' 11.0. 3 05 E.W. BOT. 11000 F3.0 I 3'-0" X 31-0' 1'-0" 4 #5 E.W. BOT. 15600 F3.5 3-6" X 3'8' 1'-0" 4 #5 E.W. SOT. 21500 Fq_p 4'0" X 4' 0" 1'0" 5 #6 E.W. BOT. 28000 F4.5 4'6" X 4' 8' 1'-0" 5 #5 E.W. BOT. 34500 F5.0 5'-0" X 5'-0" 1'-0" 8 #5 E.W. BGT, 42500 F8.0 1 6'-0" X 6' W 1 1'4" 7 05 E.W. WT. 61500 LEGEND 0 - INDICATES SINGLE -STORY FOOTING ® -INDICATES TWO-STORY FOOTING - INDICATES CONCRETE FOOTING SEE SHEET 3.1 FOR DETAILS AND SCHEDULES 1755 PLUMBING RISER GRSL FOUNDATION PLAN SCALE: 1/4" = 1'-0" ELEVATION 'rC't ♦ I Affiliations: A, [l� '! ♦ Consultants: N `o qLp Uj W ei Z g�E 'ag Div N YB ins Zah9�s zZyz O W 69 W LU �� 1% 1 0<<�r• clVgi � r 7f •r..r.. •.• r�ci OFS ..".%l IV I Builder: a� 3U) W N sa U ao J W U �y N z F i W U p J O C CL M (3 1 ♦ I Job Infonnatlon: O R In W j (V z > 00 0) w f=D 0 M � LID CO c E / z � �m� 0) 2 i — O_jwZ)o Imcnw ♦ I Revisions: 1 YV 2 3 I ♦ I Model Name / Number: I 1755 ♦ Plan Issue Date: Monday, June 10, 2019 ♦ KA PROJECT NUMBER: 1 19-3887 1 I Sheet: A Of. I FILE FOUNDATION PLAN 092019 BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS (UMBER UPLIFT MARK SPACING ,SPECIES CAP.(plf) TOP BOTTOM BW1 16" 16" (2)16d TOENAILS SP2 W/ (6)-10d (2) 16d TOENAILS SPi W/ (6}lOd SPF NO UPLIFT BW2 SPF 402 STUD, (6)10d PLATE STUD, (4)10d PLATE BW3 16" (2) SP2 W/ (6) 10d (2) SP1 W/ (6) 10d SPF 803 STUD 6 16d PLATE I STUD, (4)10d PLATE NO BW4 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP UPLIFT BW5 SP2 W/ (6}10d SP1 W/ (6)-10d 16'. STUD, (6)10d PLATE STUD, 4 10d PLATE SYP 439 BW6 16" (2) SP2 W/ (6) 10d SP1 W/ (6)-10d SYP 878 STUD, 6 SOd PLATE STUD, (4) d PLATE NO BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT BWB SP2 W/ (6}10d SP1 W/ (6}10d 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 535 (2) SP2 W/ (5) 10d SPi W/ (6}10d BW9 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 1070 BW10 12" (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 BW11 SP2 W/ (6H10d SP1 W/ (6}1od 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SYP 585 BW12 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SYP 1170 BW13 NOT USED DOUBLE 2x TOP PLATE TOP OF WALL. SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MSO3/S-1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN S'-O" SCHEDULE ABOVE F.F. SEE FOUNDATION - - PLAN FOR MORE 2x P.T. W/ 1/2" A.B @ 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. :-. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32' O.C. " 7/16" OSB PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4"oc SEE GENERALNOTE#8 BRG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2X4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #10R SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SPG AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPI AND SP2 INDICATED IN SCHEDULE ABOVE S. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFO6/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ 8d NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE S. IF THE BEARING WALL IS INDICATED WITH THE BW1, BW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPUFT(Lb) C1 (3) 2 x 4 #2 SPF (4) -16d TOENAILS 0 C2 (3) 2 x 4 #2 SPF DT72Z W/ 1/2" WEDGE ANCHOR* & (8)1/4" X 11/2" 2145 SOS SCREWS C3 (3) 2 x 4 SYP #1 -OR- (4) - 16d TOENAILS 0 C4 (4) 2 x 4 SPF #2 OTT2Z W/ 1/2' WEDGE ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS 4 x 4 P.T.#2 ASU44 W/ 5/8" ATR** G = 6665 C5 SYP POST & (12) - 16d NAILS U = 2200 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G =12000 C6 SYP POST & (12) - 16d NAILS U = 2300 8 x 8 P.T. #2 ABU88 W/ (2) - 5/8" ATR** G = 24335 C7 SYP POST & (18) - S6d NAILS U = 2320 C8 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5-SDS2.5 W/ (14) 1/4" x 2 1/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5-SDS2.5 W/ (14) 1/4" x C9 1.8E Fb=2400 PSI 21/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT.) ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Fb=2400 PSI HDUS-SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** C11 5.25 x 5,25 P.L. 1.8E Fb=2400 PSI HDU8-SDS2.5 W/ (20) 1/4" x 2 1/2' SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8­SDS2.5 W/ (20) 1/4" x C12 1.8E Fb=2400 PSI 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 LINO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF [C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING 8d 0.131" X 2 1/z" 0.131" X 2 46" SEE PLAN RING . SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148" X 3'A" 0.131" X 3'A" NAILS & TOP PLATE 12d OA48" X 314" 0.131" X 3'A" 8" O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131" X 3" 8" O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 16d 0.162" X 3'/z" 0,131" X 3 W' (2) 16D(COMMON) SEE PLAN (3) 16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M1 OSB FLITCH PLATE. NAIL SIMPSON LSTAIS OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HE-FA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON 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 FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -.13/4" x 1.11/4' LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 31/2" SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C. TYP. COL. U.N0. ON ROOF PLAN. EACH SIDE. (2) -1 3/4" x 11 7/8* LVL CONNECTION: PROVIDE (2) M5 2.0E Fb=2600 PSI. NAIL BEAM TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" D.C. TYP OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) 1 3/4" x 16 LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR 2 ( ) 114" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H5 (2) - 1 3/4" X 11 1/4 ATTACH TOGETHER W/ (2) ROWS 1/4" X 3 1/2' LVL 2.0E Fb=2600 PSI SIDS WD SCREWS @ 1V O.C. TYP. EACH SIDE H6 (2) - 1 3/4" X % 1/4 ATTACH TOGETHER W/ (3) ROWS 1/4" X 3 1!2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP, EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 1'-0" - 3'41" (1) (2) (1) (2) 4'-0" - 9'-0' (2) (3) (2) (2) 10'-0" - 16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" D.c, ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24"' CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION A=1L1=l=OI. �- (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION 8" OPTIONAL CURB FOR F F VARIES MASONRY @ ELEV. 0'-0" W/ (1) - #5 BAR CONT. • ''' REINF. covI 2 STORY: 20" X 20" W/ (3) - #5 CONT. SEE PLAN (2) # 5 REBAR BEARING „e� FM01 SINGLE STORY FTG 1/2"=1'-0" FM02 SECTION @ GARAGE 1/2"=V-o" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REINF. REINF. SEE PLAN F-F EE PLAN F. r: m I 811 ilir (1) #5 REBAR N E ,. CONT. 20" _ 13) # 5 REB FM03 I THICKENED EDGE I1/2"=i'-o" FM08 I 2-STORY FTG. 1/2"=1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR 2x BRO. WALL REFERENCE FMASW FOR STEM WALL OPTION (SEE FLOOR PLAN FOR MORE INFORMATION) PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FUR. 04 ;11 � { ALIGN DRIVE W BOTTO 0 ! / M F RECESS PITCH DRIVE R 2 STORY: 20" X 20" (2) #5 REBAR & 4" CONC. DRIVE 1/2EXP W/ (3) - #5 CONT. 2 STORY: 20' X 20" W/ " JOINTS 10" O.C. TYP. 16.1 (2) #5 REBAR W (3) - #5 CONT. 1 2" = 1•-0" - FM09SECTION / 1 2" - r-o" @GAR. DOOR FM10 INTERIOR BRIG WALL / 2 STORY: 20" X 20" (2 EE FLOORLPLAN W 3 - 45 CONT. I FOR MORE INFORMATION) SEE PLAN N ri H I' REBAR 8" FM11 I STEP DOWN BRIG. 1 1/2" = l'-0" I FM12 I STEP DOWN NON BRG. 1 1/2" = 1'-0" 1 OPTIONAL CURB SLOPED GROUT SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" wi°il SEE PLAN ELEV. 0'-0" WITH CURB orn TYP. SEC. (1) #5 BAR CONT. " I (G.C. VERIFY) ;a �I I Z , - , , , F.F. REINF. g � • _ - 0 (SEE PLAN) d 2 #5 CONT. INSTALL LINING """ - * +« . w ti 2 #5 BENT BARS W/ MATERIALS PER y N MIN. 25" LAP SPLICE FBC-R P2709.2. - MUDDED FUR. 16" SLOPED TO DRAIN MIN. #5 CONT. FM14 I SECTION @ RECESS SHOWER 1 1/2"=1'-0- FM18 TYP. STEP FTG. DETAIL 1/2" 1'-Op' ALTERNATE: THE REINF. BARS SHALL BE r_onnr REINF. #5 CONT REINF. CONTINUOUS AROUND CORNER BY COLD BENDING THE BAR WITH - SEE FIND. FOR MIN. BAR LAP OF 25" QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. - REBAR, TYP. U.N.( SEE PLAN (2) #5 REBAR A/C CHASE i 4" PVC SLEEVE 2 STORY: 20" X 1D" THRU FOOTING W/(3)-#5 CONT. FM19 I TYP. CORNER BAR DETAIL 1-1/2"=1'-0" FM23 I TYP. FIND PENETRATION 1/2"=i'-W r STEMWALL SCHEDULE WALL HEIG FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) IN STEM WALL d 1 STORY d 2 STORY b 1 STORY b 2 STORY W-W-T-0" 10" 16" 20" W/ (2) #5 BARS <674# 6'-8" >2'-0"-3'-4" 10" 10" 20" 24" W/ (3) 45 BARS 674# 5'-4" >3'-4" - 4'-O" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0' >4'-O" - 5'-4" 16" 16" 48" 48" W/ (5) #5 BARS CONT. & #5 @ 18" O.C. TRANSV. 1162# 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. BARS #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-0" (1) #5 HORIZ. OONT. TIED' EA. VERTICAL REINF. B FIN GRADES MIN. TO TOP OF STRIP FTG. COMPACTED CLEAN FILL IN MAX 12" LIFTS STRIP FTO. W/ F REINF. PER ULE �fms COVER d FMASW I STEM WALL SCHEDULE . VLRI ICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND T. F.C. ABV. FDN. WA EN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND PLAN SPACING #4 TUR RS ARE REQUIRED @EACH FILLED CELL LOCATION. EACH BAR TO EE NOTE TIE INTO VE BAR AND EXTEND OUT A MIN, 4'-0" INTO SLAB/ STEM #B 3. IF STEM IS REQ'D E HIGHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR INFORMATION 4. G.C. TO PROVIDE ADEQUA CING OF STEM WALL WHEN UNEVEN BACK *16" FILLING IS TAKING PLACE C. 5. #5 HORIZONTAL CORNER BARS WITH " LEGS IN KNOCKOUT BLOCK @ 16" 1s" h * O.C. VERTICAL. GROUTED SOUL) WHEN ST U. IS GREATER THAN 4'-0" ,C. TALL (TYPICAL ALL CORNERS) 6. If STEMWALL IS WITH IN 5'-0" OF POOL OR WATER F E FOUNDATIONS TO BE A MINIMUM 12" BELOW BOTTOM OF POOL OR WA TURE. .SEE NOTE 5 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FUL ROUTED. e 8.R.403.1,4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) S 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 W z Z � Z OL U) Ln a O W oo iN U mo� f 2 1 , ID - 2 0 _ "3oW rn a c h¢m� h Q a d ♦ Affiliations: A P 13D. ♦ Consultants: g € N m ro 1jSlP W Lu NN ik ak QRe2vs0z $ U vm z ®8S� 1410 mho S c �ga.$#g�(n ;¢LLS:�w C '�g�$'m®Ca7 �Sbtis�aa C W$� 2�UL frfj,a C ♦ I Builder: 1 Q � 3C4 Y M aQ ao W W Z �y N F a = W J m Z IL C Ma o W w CL ♦ I Job Informatlon: I N O n7 LLJ j CV z > °° 0) w o m 11 � 00 S (0 i z (0-5m'a _ O J W Z) o COLo .I m 0 0 ♦ I Revisions: 1 YV 2 '-- 3 ♦ Model Name / Number: 1755 ♦ I Plan Issue Date: Monday, June 10, 2019 VI KA PROJECT NUMBER: 19-3887 Sheet: iiC A Of: �■ SCHED,y E�8&QETAILS ��&n r LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING All RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1,760 x 3 = 5,280 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 400 GEN LIGHT'G & RECEPT. + APP. CIR. = 33,830 SUBTRACT 100 % OF FIRST 10,000 -10,000 A= 23,830 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% =10,000 + 40% OF "A" = (.40 x 23,830) = 9,532 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,532 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 LOCATION OF BARRIER TO BE V4' IN FRONT OFNECK OR<PP. WHEN REOUIRED MN. b1& NA. 9011. 40 STEEL PIPE OALVA ED. WATER '!_ry HEATER PROTECTION 6YYiii011 1111. 4116TEEL PIPE �' D W/ �NICRETE FCTION A A I,IGHOR BOL73 WI WATER HEATER PflDTELTION MIN.NAX. 3' EMBEDNENT TOP OF SLAB Y.Y 0000 g,EEL 649Eg PLATE r ICI ii 1���DIEM ET£A 1 Y SECTION A -A _.__� roDrND FM24 I PROTECTION BARRIER N.T.S. ASSUMED EDGE OF WALL 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. BIBB WP GFI r'1 I 1 CA FAN OPT. V PREWIRE \ ♦ 1 I 0 // II / C_0,ti_ t FAN v PREWIRE ------------®'--------------� I I I I I I I I I I I I I I I I I I I I I I WP GFI W Lu x U I P T� / xLIGH SEE SHT (P) FOR COVERED PATIO INFO W/ COVERED PORCH OPT. ADD CLG. LIGHT LOCATION CENTER OF PORCH AREA AND BRACE FOR POSSIBLE FAN PRE -WIRE i -- a ® �♦� PLANT SHELF WHEN ♦ , � >� POSSIBLE. OTHERWISE _ VERIFY LOCATION IN FIELD \ \ FOR D/W GFI 1 ATTIC ELECTRIC \ I ; II RE 'D BY CODE LGFIT 1 I 220 - \ I GFI 1 4'I I 1� YT' C—x"�¢—� FAN PT. PREWIRE DOOR BEL4 /dt I11 ' III � WP GFI NOTE: \` KEEP COACH LITES OUT \ OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. _+FA/N GHT UIT 1 9w v GFI , 1 I 1 1 1 1 1 1 1 1 , i 220 p k GFI YIY 1 4AI 2" AFF 220 W,H, 1' ATTIC ELECTRIC w wa IIF REQ'D BY CODE_ \ \ NOTE: ' a 0 LOCATION OF METER AND PANEL BOX Lu ci }a J ♦\ ; _ TO BE BY BUILDN. IF NO GARAGE SERVICE W W - DOOR IS PROVIDED A DISCONNECT SHALL \ \ BE ADDED AT METER LOCATION. \ \ GFI 42" AFF GF1 FOR GARAGE ----OPENER ------------------ -_--_---- - I I I I I I I I I 1 1 1 I 1 I 1 I 1 1 I 1 , 1 I 1 I , I 1 I HOSE 1 I BIBB Y Y COACH LIGHT ' — - — " COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELEVATION licit INTERS BONDIN TERMIN ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAFFER 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 5th EDITION FBCR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED 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. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE, 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 65 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER Gth EDITION FBCR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100%CFL BULBS ELECTRICAL LEGEND (30 SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH tDM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE n u —0—r TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET D CEILING FAN It 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT Tn DOOR BELL CHIMES It WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET p— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL IHIT.V. CABLE OUTLET 0 DISCONNECT SWITCH -04 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® L.E.D. DISC LIGHT J ❑ JUNCTION BOX O WATER PROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® GARAGE DOOR PUSH BUTTON -OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNOERGROUN D WITH ELECTRICAL CONTRACTOR ONNOR 200 AMP SERVICE 200 = 2/0 COPPER OR 4/0 ALUMN. \ ' IN 2" CONDUIT METER ( I I MAIN DISCONNECT UNDERGROUND SERVICE BYE POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS YSTEM� G ATION ELECTRICAL RISER 200 AMP C7#4 ICAL #12 COPPERY- APPLIANCES AND GFI # 10 COPPER TO WATERHEATER # 8 COPPER TO RANGE 8 TOHVAC GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER 6J APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. Z z Z S 1/ 11, 0 (n/�//�■■ Q)O W Orb HrE VV) N u .2 6 < U j (6 U wp-� 0 W 2 u y C y x D wa$0 CD �$ro of °<pP P Q J d VI Affiliations: A / Consultants: ;G M Fig F— � # ¢ I- -`�� rn £ n U) � N � l� d) 0 N u'aa._IF mm - �{s'�s Dv�3u Zia aF Jo Yw d � W O C ♦ I Builder: Q � 3 U) N LLJ �Q U a � J LLI W LL N Z F W W ci _j J o 0 a _3 a. I ♦ I Job Information: I LIl rn Y C0 N W z� 7 � W m 0 CO dam' LO 00 E N m a m _ 0 J w Z) o JmV)(1) Ic°nLo- Revisions: 1 YV 2 3 Model Name / Number. 1755 Plan Issue Date: Monday, June 10, 2019 VI KA PROJECT NUMBER: 19-3887 Sheet: 4 Of: ELECTRICAL PLAN DECrmg 0 TOP 12 6� J BLOCK _ JLL jNI t') [-UK UUVLt1LU 1`-AI IU IIVrU Ivr vrn wn p FIN. FLR._ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING o e0 FIN. FLR. _ b is OF BLOCK m iD (2) 25 SH #1 STRAIGHT POST WOOD OR "PRIMETRIM" COL. 611 12 6 48" OFF RIDGE VENT (2) 25 SH —ROOF LINE WITH "C" ELEVATION 48" OFF RIDGE VENT LEFT ELEVATION "C" SCALE: 1/4" = 1%0" 0 c0 OF_I FIN_FLR._ 48" OFF RIDGE VENT 48" OFF RIDGE VENT I SEE SHT (P) FOR COVERED PATIO INFO (2) 25 SH 2868 PATIO DOOR LITE TEXTURED DECORATIVE CEMENTITIOUS COATING TOP OF BLOC _ WINDOW HEAD HEIGHT _ o LITE TEXTURED DECORATIVE CEMENTITIOUS COATING o0 iG 25 SH FIN. FLR. _ I N 2 A" MIIz%T/N111re T VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq Inches of venting needed equally for Intake and exhaust Soffit product provides 4,121 net sq in / sf Ridge vent nrnvidps ,.o .,.. __ r_ ... 135.no net sq in / sf 1.33 ft S.F. of Area to be vented (SF) ' 2535 s.f. Total needed for exhaust for upper 1/3 - 608 net sq inches Total needed for intake (soffit area, lower) 608 net sq inches Number of Off Ridge Vents for upper 1/3 needed 4 - C.F. of Ridge Vent needed (can be used in combo with ORV) 34 Lineal Feet of Soffit needed to meet required 111 Lineal Feet of Soffit Drovided by plan nn . SEE SHT (P) FOR COVERED PATIO INFO _ _ TOP OF BLOCK ■ 25 SH RIGHT ELEVATION 'IC" SCALE: 1/4" = 1'-0" EN 35 SH BOW TOP NONE OMEN] Mini IN LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 35 SH BOW TOP 3068 DOOR W/2 1068 SEE COL. DETAIL SIDELITES ,K z Z W Z 1 w V/ Z Vl U U) (D4­1 w 0 —� a)v) O F- Eo O w 0, In ° o l/1 �U 0 m o v u iv- n'0 w w a '®r o Y p x p M [A C ® am "¢o Q P d O ♦ Affiliations: / All t''t ♦ I Consultants: N y _ 3 g r N w 0! @ € A R`-N5lp „ Q m Z °1 g U y,9MpH $-0 o V CN m ��i Q a a CN o ZQ2�yQgyQLLaQ N�Ot Z p Wjy� 9 rn� 0.4.,3I�1 �z M�M11 (C f!r r# C 7 1 a" T' f A r� �3� w 0 w -! O w IV Builder: 3� � ti N W_ �Q U Z CL G ZD Z LU NO W tL FUM N N ~ ^ LLJ 0 a S z O P9CDIo1 IV Job Information: noo y (3) 0 N LI W z ' >� 00 w � 0 0>L z~ Wp J m(0oa� M oy J m a) (/) iq ti ♦ Revisions: 1 YV 2 3 ♦ Model Name / Number. 1755 ♦ Plan Issue Date: Monday, June 10, 2019 V1 KA PROJECT NUMBER: 19-3887 PORCH ENTRY COLUMN DETAILS SCALE: N.T.S. FRONT ELEVATION "C" SCALE: 1/4" = 1'-0" Sheet: ELEVATION - C Of: SEE DET. TB03 G.C. TO PR( BLOCKING T W/ APA RE( FOR SPAN F 7/16" OSB, SEE DETAIL 20%0" MAX 20'-0" MAX ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS EQ. a Q CONTINUOUS BOTTOM CHORD a B RACING 2 X 4 MIN. SEE DETAIL TBO4— — — — "X" BRACE SEE 4 VIDE DETAIL TBO1 0 COMPLY OMENDATIONS — a — — — — ATING OF — — o TB03/S4 a — — o — — — a < Q f V ti 4 'a W — — — — EQ. TOP & BOTTOM CHORD GABLE END BRACING ® � 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90%OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 1/B"=1'-D" A ROOF NAILING ZONE DIAGRAM O NAILATBASE 2ROWS@4"O.C.W/8dCOMMON NAIL ROOF NAILING SCHEDULE. O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL O NAIL OPENING PERIMETER @3"O.C.W/8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 1: Bd RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: Sd RING SHANK NAILS @ 6" O.C. ON EDGE AND W O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD W/8d COMMON NAIL (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING O PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER COMMON NAILS 4" O.C. SHANK NAILS) NOTE" W/ 8d @ O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD SPAN MEMBER IF GABLE END (TILE) OR 7/16" CSB MIN. (SHINGLES) RATED 24116 NOTE: Ed NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8". STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 1 3/4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32" OSB (2)- 2x TOP PLATE 15132" OSS EXPOSURE, EXPOSURE, BEYOND SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM - SHEATHING VERTICAL 1/2" - — — — 1 — 1 I — — 1 r II II II II SOLID 2z I III I III II III II 11y-I BLOCKING @ ALL SHEATHING III III II IIEDGES (SEE SECTIONX-X)OPENING III III II III III III II II III II II III III UI III III III II II II I II II II II III I I I I III II II I I III II II II I 2x STUDS w w BEYOND. _ rn SEE PLAN 0 H¢- .n- -1� I II II 11 I I I II I I I II I I HORIZONTAL WALL FLEVATION DIAGRAM "S" = NAIL SPACING �- 2x4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL 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 WI (4) Ed NAILS (2) 8d NAILS @ 3" O.C. ALTERNATING STAGGERED BLOCKING SECTION X-X "CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE CONNECTOR SCHEDULE FOR: ADAMS HOMES - Model 17SS C TRUSS ACTUAL CONNECTOR UPLIFT TRUSS ID BEARING UPLIFT CONNECTOR ID - DESIGN RATING FASTENERS NOTES Cl, C3, C5, El, E7,H1, H7 L JR. - 473 # or less HETA16 / PER TRUSS MFR 1810# (9) Ind x 1-1/2" CIP, C3P, CSP; EIP, E7P, HiP, H7P L/R -475#or less H10A/PER TRUSS VIER 1340# (18)10d x1-1/2" A01C-A05C, All -A14, A16-A19, B03C, (9) 10d x 1-1/2" Dd1 Do2c L/R -1125 #or less HETA16/HETA36 1810#/1810# 9 10d x 1-1/2" A06-ADS, A20, A21 L/R -1125#or less HETA16/H10A 1810#/1340# (9)10dx 1-1/2' (18) lad x 1-1/2" L03 L/R -591 #or less FICA/H10A 1340#/1340# (18)10dx 1-1/2" (18) 10d x 1-1/2" (9) lOd x 1-1/2" 801C,802C L/M/R -1044#or less HETA16 / HETA16 / H10A 1810#/ 1810#/ 1340# (9)10d: (18) iDd A1S L / R - 1988 #or less.' (2)HETAIG / (2)HETA16 2500#/ 2500# (10) 1Od x 1-1/2" A10 L/R -2170#or less (2)HETA16 / (2)HTS20 2500#/2900# 1Odx1- L04 L/R. -1384 Nor less (2)HTS20 / (2)HTS20 2900#/2900# (48) Lod x1-1/2" (48) IOdx 1-1/2" - A10 SUPPORT COLUMN R --2170#or less HTT4 3000# (18)Lod x 1-1/2" 5/8"ANCHOR BOLT. W/7" EMBEDMENT. TRUSS MANUFACTURER: RES DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS'. 6/7/2019 L=LEFT, R= RIGHT &M=MI DOLE BEARI NGS BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALL CONNECTORS ARE SI MPSON PRODUCTS SHEATHING DETAIL 2"x4"CROSS BRACE APPROX. 8" FROM SIMPSON H2.5A —� OR EQUAL @ EA. OUTLOOKER RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE (2) 16d NAILS FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & 11 BOTTOM ATTACHED W/ (2) 16-d TOENAILS FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90%OF WEB LENGTH WHEN GREATER THAN 3'-0" (SEE TABLE) -GABLE TRUSS -1/2" COX PLYWOOD OR 7/16' OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E G ;:z:,//—SEE C. FIELD JACK TRUSS PLAN FOR 2X4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2) 12d TOENAILS CMU WALL OR BEAM BELOW TRUSSES (SEE PLAN) - ISM] N'% 11 I l\ v A✓Y,..i W\ I SCALE: 1/4" = 1'-0" 2X6 SYP #2 CONT.(MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 41h2' WOOD SCREWS @ 15" O.C. MAX. OR IF MASONRY WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" O.C. JACK TRUSS PROVIDED BY SEE 12 TRUSS COMPANY PLAN OR 2x6 SYP 42 @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)-12d NAILS USP Rl 2X6 TO 2X4 PROVIDE 2X CONT. ` - JACK TRUSS PROVIDED BY W/ (3) 12d NAILS TRUSS COMPANY OR 2x4 SYP 42 @ 24" O.C. 2X4 SYP #2 CONT.(MATCH TRUSS DEPTH If TRUSSES USED) W/ (2) #6" X 41/2" — WOOD SCREWS @ 16" O.C. MAX. OR If MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE TYPE CONNECTOR&FASTENERS SPF BYP COMJECTOR& FASTENERS SPF SOP FRAMETO HETA18w11811tMx 116' OR b]6 1810 F7416 wl IIDII W. 112' OR TA20w/( MA60WY HE9)10d x 1112" HTAN w/(10)IM 1111T 168E 1816 MAME TO H2.SA W (10 FRAME-WNAILS 535 600 RITAM(IO)MNAILS 565 610 © FRAME TO RIp W/1ST: ( )tlAT2 1816 RT10dxll)IOUx1112" 1160 1160 FRAME H10A2 w418)1W x11/dN qT2 PLV TRUSSES PIL 10]0 1N5 iNs Ri182 w/(16pOdx11R"AT2PLY iRU66E6 975 1160 O FRAME TO EXTERIO) VTW12 wl(14)10dx 11T4"(AT EXTERIOR FRAME LOCATION NCLUDE 3)1212Tw/(1411Wx11:Ttl TOCNMLS) Ben 1000 LOCATION INCLUDE(3)11d TO[NALB) t006 t18B OFRAME TO MOTw(22)iDd4AILSANOEnr AT.R.w112" MUGT15wx28110d NNILSAND6 XTA,w/ MASONHv EMBEOMCM wl8NR6pN'BET'EPDXY 53J0 3955 17 EMBMMENTw/ SIMPSON"BET' [Pon 3330 4495 OFRAME IO HT320w1(2A)1Odx 1 ryS(ATEXTERIOR HTW20 wIR4)10d x 110(AT EXTERIOR FAME LOCATION INCLUDE(,S)IM M94MLS 1246 tn60 LOCATIONINCWDE(3)INTOEN41L3 i2B0 te30 FRAME TO (2) HIMO w/(48)1W x I Ja-IAT EMERCR M HTWN w1149)I Od It t t/T(AT EXTERIOR FRAME LOCATION INCLUDk(M124 I OLUILS 2490 NCO LOCATION INCLUDE(6)120 IOENAILS(EA) 25M 3060 FFAHOT 2M I 10d NAIL (B% 6AND (2)Y5"A.T.R. HUGlr ©MABONRO MASONRY wl1T EMBEDMENT xY 91MP90N'SET" 6486 10880 EMBEOd ENT.SlID QN-'A.T.R. w/1'Y EMBEC(HU Tw/91MPSON'SET' 7020 9]90 EPO)Y (HO %�3 FOH 34+L11 EPDXY IHUGT9 FOR 3-PLY) FRAME TO FGTR w/(18)Il4-x3"BOB WOOD SCREWS RFUS W(12) W53 WOOD SCREWS AM MASONRY AND (2) 1M x B' TTIEN HO ANCHOR BOLTS 3800 s(H (4)W4"x0"WEVCEEOLT 9600 5500 FRAMETO (2) LOT2 w/(R) 16d SINKERS B(14) 1/6' 3]20M 4900M n)LUGT2 w/ (n) led SINKERS d(1B1 3t00MFRAME rio—, MASONRY, x 21I4TITEN n PLY TRUSS) ORIN) led SINKERS FOR FRAME(EA) 357" 41MF 114''x T WEDGE BOLT n PLY TRUSS)9100-M OR(841Bd SINKERS FOR FRAME(EA) NUI 4520.EFRAME TO121 LOn w/(24) 1N'x3" SUS SCREWS 4]3O-M 08]UM (2) LUG13W(24) IMP x 2 VP M25 6480H4A60.MMASONRY,&(8)9/6'x5"TTEN(2 PLY TRUSS) 5310.E I76F SCREWS&(4)3Ws5-WB(2PLYTRUSS) OR(02) 16d SINKERS FOR FMIrE(EA) OR(66) led SINKERS FOR FRAME(EA) 649LLF I/10FFRAME BEAM TO ILMIO OPT HOC415 W(181led & 11M 10d G42AA w144G OPT"...-,RNI 1AnAem Rnn rune"n ©BEAM TO WSOMYI HUA80PTHUMV(6)10d MILS B (12)1M'x2W4'TITFN(TOMA9.) 091MO 0430M HN6OPTHU46w/16)10d NAILS& O#1690 WI FRAME OR(12)i6N&(6)lW(F0RFRAME) UMO SYP'F U#J135 SYRM (12)lA'x2WTAPOGNS(TOMABT OR 112Dled 9(8) 10d(FOi FRAME) U#1140 SYP-F U11141 9YP-N FMMETO (2) HETA16 OPT (2) HETA20 iU35 2036 121 HTA18 OPT 121 HTA20 1585 1615 M MASONRY I PLY W(10) 101 x 1 To' OR 2500 2500 1-PLY N(10) 10d x 11/2" OR 3170 2-PLYW(12)JIM 2.P Yw1(12)18d M30 MTSMtBwI (8)IW NAY.9 AN014)1/4'Y21k" 1010 1115 HTNM16 w/(&)10d WJL9ANpI4)1/4'%i S,T 1140 12M FRAMETD TAPCONB WEDGE -BOLT "O MASONRY BM 8TSM20w1110)10d NAILS OR AND (4) 1M'x219" TAPOONS 4010 1175 20W(1011WNAIUSAND(�)INN13M- WEDGE BOLT 1145 INS O FMMETO H10SW(8) BC xl 117NAILS AND (2) 9/H"xT WGT1 w1(8) N x11rz 'NVL9 AN012 ) MASONRY TITAN HD 915 1D30 g18'x4"WEDGE -BOLT 890 10W OTT2z w/(8)IN x119"9D9 Moo DT&R w/1811P xI 1YW915 WOOD OFRAMETO MASONRY SCREWS AND III la' B A.T.R. EPDXIED W JS35 2145 SCREWS AND(1110 B A.T.R. EPDXIED W 18M SIMPSON"S%4EENOTE N) SINPSON"SET (SEE NOTE NU H115WI(M)l6dx21YY NAUSANo(1)518'8 111145w/ninl6daln-NAUSAND(1) OFRAb85T0 MASONRY AT.R.EPDXIEDWISIMPSON"SET' 475 5090 58'0 A.T.R. EPDXIED WI SIMPSON"SET' W05 (SEE NOTE M BELOM4 (SEE NOTE N4 BELOW) FRAMETO HTT4 w/(18) 104 x212' NAILS AND(1)518' E (18) III 145 w/(18116d x21/[-MILSAND(1) O xw90MRv ALR EPDXIED wISIMPSM'SET" 3840 4235 58'B A.T.R. EPDXIED wISIMPSON "SET' - 4160 (SEE NOTE N4 BELOW) (SEE NOTE N4 BELOW) TO FRAME E H106.1(24) lW xl i2" WJL6 870 1010 LUI w193) Be xi In' NAILS SBS JOBS FRAMETO HMI wl (4) IM'N11 W SD9 WOOD R716M W (9)10d x 112" NAILS I OU MASONRY SCREWS 8 (5) TOM 114"TAPGONS $05 B06 (4)1W x 13W TAPCONS 13% 1395 TO VGTwI(18)I/4"xV8DSWOOnxREWS& OFRAME MASONRY (1) OUS B A.T.R EFOXIED W SIMPSON "SET 3555 4940 w/12- MIN. EIMBEOMEYT TO (2)VOT wl(22)1/4"x5"SOS WOOD SCREWS ©FAME MASONRY 4(2) S/B'6 A.T.A. EPDXIED M SIMPSON 5175 7195 "SET' W tY TAN, EMBEDMENT XO FRRAMEAME Vol wl I is) 11413'SOg WOOD SCREWS & HDU45W2.5 w1(ID)1NY212' SDSW000 32W 4565 MUWI5 W(22) iW ARILS&WT464M(18) FRAME 9CREW98(1)8ft"6 A.iA. ' W NAILS 8(1) ere' B ATAL 4160 O FMMETO (2)HTTBW("POW),2112"NAIL98 (31HTT45W(62)iWY W2-NAIL9 FRAME (1 &ST AS.R. (.cEE NOTE #4) 4575 009D 8 (1) 518.9 A.T.R. (SEE NOTE NM) BOW CONIECTALL FLOOR TRUSSESTO INTFRIOR BEARING WOOD WALLS I REAMS w/ 12)12d TOENAILS. 2. ALL TRUSSTO TRUSS CONNECTIONSARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR MR CONNECTIONS BEE FRAMING PUN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP HI TSB" TO TRUSS VERTICAL WEB W(2) ROWS OF I Od NALS@8"01 STAGGERED 5. MINIMUM A.1.H, EMBEDN£NT15'EMBEDMENfFOR i/2'AI,R.6'EMBEOMENI FOR Sr&"A.T.R.B'EMBEDMENI- FOR]R' AT R.(IF AT STEP, DEPTH IS FROM LOWER SLAB), O MININALCONNECTORUNOOINFRAMNG PUN CONNECTION �JOR ALL ROCF/ FLOOR TRUSSES TO MASONRY WAILS/ LINTELS/ICF WALLS W OON PLAN 2. COMECTIONAT24'ORSTOC. PENAINGVERTICMSFORALL FLOOR TRUSSES PARALLEL.TO MASONRY WALL-6 SEE DETAIL FB12109rOR MORE INFORMATON 3. MMECTMMRALLHIPJACK(CORNERJACKITOMMONRYWALLWICFWALLSL14T M 4. CONVECT,ONARALLCONTIN000 RNWp DTOIWOFMABONRYAI 3YO.CMAX.Wo)AI EACH CORNER G.C. TO VERIFY LOCATION DOES NOTCONFLICTwRF IIFAPPLICABLEI LAYOUT 5. C MECTALLFLOORTRUBSESTOINTERIORBEMINRWLIODWALt/BEAMBwI(2)lWTONAILS O MNIMALCONNECTOGUNOONFRAMINGPIAN 1../�- xCOMECTONPORJACKTHU53TOWO WALLORBMM \Cl MNINVU CONNECTOR ONO ON FRAMING PUN ROOF FRAMING NOTES 1.TILE ROOFING SYSTEM (SEE ARCH.) OVER MIN. 1/2" COX (4 PLY) PLYWOOD, SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) OVER MIN. 7/16" OSS ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. OR CONVENTIONAL FRAME ROOF. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2.THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS IDS, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O,R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY, STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST /p- / r METAL DRIP EDGE / C.M.U. OR ICE WALL - t�1 ( 2 x SUB -FASCIA SEE ION WALL SECTION - f—ALUM FASCIA '® 2x BLOCKING NAILED 1x2 MIN. P.T. FASTEN TO _ TO TOP CHORD OF EVERY C.M.U. w/ 1 1/2" LONG OTHER TRUSS w/ T-NAILS @ 2'-0" O.C. (2) 10d NAILS AS SHOWN / SECURE, -CHANNEL @ 12" O.C. CONT 2 x 4 NAILED TO BLOCKING W/(2)12d CONTINUOUS VINYL OR ALUMINUM SOFFIT OG.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESISTTHE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE Z � Z Z CL. U)- _ V/ n�W)� 12 Q �J1 _ O N rI O w 0 O V) 4MQFO Vf {� U W 2 L 0 '. O y oN O _ aOm CD � gW C vNyQQQ Q Q V d ♦ Affiliations:` BD,'Y" �J{I ♦ Consultants: P R yssWyW N E Y m Is'O)Z LL LL p�WNo 0) .N0Jill oz W N sq �x7, a W LL rig E '•4 /Q� i Gtld QJ U O Hr •'•, N� 0 • .J Q r A. oA NNNN dJ�y• ,�y �r4ty ♦) Builder: � a � Y N LLI �Q U UO auo UO W N O Of W EL 0 Of M LU TN O F V, 0 = LV O0i 11 Iy U O^ DOO M � � ♦ I Job Informatlon: to O N En 1-00 En j Z > N 0) 00 w o m � LO DO _E N F� z �m� N i _ 0JLUZ) —! m U) (n IC°n 65— Revlslons: 1 YV 2 3 ♦ Model Name / Number: 1755 ♦ Plan Issue Date: Monday, June 10, 2019 1VI KA PROJECT NUMBER: 19-3887 Sheet: /7 IOf: TB1x3 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T-S. GE21 I SECTION @ DUTCH GABLE 3/4"=1'-0" SR01 I SECTION AT SHED ROOF 1 3/4"=1'-0" TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-O" i01 IN wo LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25' LAP (ACI 530) CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO - NONSHEARWALL SEGMENT 10 111111111111111 TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH ENO WITHOUT AN OPENING BETWEEN. -FILLED CELL: FILL BILK. CELLS WITH 3000 P.S.I. GROUT ONE 45 ® LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP OF SLAB I MS021 TYPICAL SHEAR WALL SECTION I N.T.S. I TYP. TIE BEAM W/3000 P.S.I. CONIC. W/1 #5 REBAR CONT. -SIMPSON SP4 W/(S) -10d X 11/2 SP6 OR SP8 FOR 2x6 AND 2AS WALLS N-DOUBLE 2x TOP PLATE STANDARD HOOKS SEE M505 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONIC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.0 2"x #2 SYP/SPF P.T. W/ (3)1/2" X 8" ")" BOLTS OR (3)1/2" X 6" EXPANSION ANCHORS OR (6) W X 1/4" TAPCONS OR (812 7/8" HILT] TIX-DNI []NAILS Zit BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME (EXT/BRG/SHEAR) WALL TO N Ts MASONRY CONNECTION DETAIL 45 REINF. 20' MIN. LAP BAR 9 43 OR 414 REINFOHCING S BAR #3 R #4 LAPICF ,CPI 25" MIN, #5 STD. 90° HOOK #5 REINFORCING OAR #5 I AP Svl ICF SCALE:1"-1'-0" P #6 REINFORCING PAR ' GRADE 40 U.N.O. #8 LAP SGLICF I MS05 I REBAR SPLICE DETAIL - GRADE 40 1 N.T.S.I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 28A" 12" O.C. 1 2 x 8 1/4" X 2-A" 12.1 O.C. 2 1 2 x 8 1/4" X 2=/a' 12" O.C. 2 NOTE: TAPCONS TO BE 4' FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBIUTY OF WINDOW MANUFACTURER. IPRECA3�___. UNITEL (2) 2X P.T. - BUCKS W/ 1/2' D.S.B. 1 BETWEEN FASTEN PT: NAI LER TO F A IF DOUBLE 2X NAILER IS USED, USE 1/4"X 41/2" TAPCONS, SEE OTHER NOTE FOR SPACING REQUIRED SEE PLAN FOR TOP OF WALL AND LINTEL INFO. (PRECAST LINTEL - SEE LINTEL SHEET FOR SIZE OF LINTEL) Yr Yzzzz�'IS PRECAST LINTEL REG. OR RECESS : - TRANSOM OPENING "FRAME INFILL ..... ♦ AROUND WINDOW �•� • BY BUILDER SEE ♦ WF01 FOR MORE INFO ♦ (2) 2X8 WOOD HEADER TURNED SIDE WAY ATTACHED THE nRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 HANGER ® EA. END. USING (6) 3/16" DIA. X 13/4" TAPCONS INTO MASONRY _ & (4) SOd X 11/2" NAILS INTO HEADER. THEN APPLY THE 2ND PLY TO THE 1ST PLY W/10d STAGGERED W 6" O.C. OPENING - F.C. EACH SIDE SEE PLAN MS11 12x BUCK DETAIL I N•T'S' I I WFOS I LINTELS AT ENTRY DOOR w/TRANSOM I N.T.S. LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: ADAMS HOMES MODEL 1755 ELEV C - 8'-0" PLATE STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 17'-411 950 79 405 73 8F16 - 1B / 1T (MIN.) 2 6'-8" REC. 3120 718 1530 563 8RF14 - 1B / 1T 3 5'-1011 4360 1388 2080 994 8F16 - 1B / 1T 4 41-611 6113 1388 2707 994 BF16 - 1B / 1T 5 7'-611 2661 1359 1624 972 8F16 - 1B / 1T 6 41-4" REC. 5206 654 2362 393 8RF14 - 1B / 1T 7 41-611 6113 168 2707 102 8F16 - 1B / 1T g 41-614 6113 168 2707 102 8F16 - 113 / 1T 101 HURRICANE ANCHORS In e, SSI AT TOP irl' Q^d\ GM.LL 9 •� PoFieAR A - ear rox G a uma vvlrr 90RIX1 WINFORGLv( �dla'Aa`eAL pRDVDb IN LIyRL rvx lev e' voRlw. wnn+ TYPE DESIGNATION P . flub A'N GRWT , U . WRRLW r aler, M GP MY RIMR di -c O_INTY GdVIIT 61 I6-8/IT Na.11NAL LLIDiN J Lou., e.9 NoHA4_.ISSW mom AT'GP MATERIALS 1. fc precam Ilntels - 3WD PSI. 2 Yc Prestressed! llmels-6000 P.I. 8. fc gm"t - 301 be w/ maxerum 3/R" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ mlHmum net area compressive svength - 1900 pal. 5. Reber Provided in precast Ilntel per ASTM A615 GR60. 6. Field rebar per ASTM A615 GR40 or OR60. Prestressing an and per ASTM A416 grade 2701ow relaxation. 7. 7/32 wire per ASTM A510. 8. Mosher par ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and beer joints. 2. Shore filed Imel6 as renuned. 3. InatabMm of 11.1 must comply NM the..NtSd.. and/W Structural drawings. 4, Limels are manufactured with SS/2' long notehea at the end. W accommodate whiml cell minfordng and grouting. 5. All lintel. at or exceed L/560 vedlcel datlectbh, except Ilntels IT'S' arm longer with a neninel height, of W meet or exceed L/180. 6. 8ettum field added rSo. b be beaded cav al ale bottom of the Inter ity. 7, 7/32" diameter wire strups are waWctl to the bottom .feel for mechanical anchorage. S. Costdn-Paee Concrete my no oro beta In Composite lintel In Ilou of concrete masonry mks. 9. Safe lead rat"nge based on rational design anaysis per ACI 318 and AC1530 1011mei min. depths am noted out on Ilntel plan. ll com ector Installs a deeper Ilntel than Fdlentad on the plan, doing Me Increases the strength of the lintel and is appox etl without engineering leper. g a smaller lintel is nstaged contact FOR for approval. SAFE LOAD TABLE NOTES L All values based on minimum 4" bearing. Exception: Safe bads for unfilled lintels must be reduced by 20%If beahrg length is less then 6-1/2'. Sate beers for .1I recessed Ilntels based on 8' npminat bearing. 2. N.R. = Not Rated. 3. Safe bed. are total superimposed allowable load on the Section specked. 4. Safe beer. based on grade 40 or grade BO!Isle raper. 5. Additional lateral load capacity can be ootalred by the designer by providing een onal reinfamed mesorry, above the pecast lintel. 6. One #7 caber met be &ubs6tuletl for two #5 ratan In 8" Ilntel& only. 7. The designer may evaluate concentrated loatla from the safe load tables by oeloubting the maximum resisting moment and Shear M d-away from the face of support 8. For composite IIntel heights not shown, use safe load from next ImvermIgm 9, All safe loatla In unda of ponds per It., foot. PRECAST "U" LINTEL W/ 3000PSI CONC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT REBAR ON BOTH SIDES OF OPENING U.N.O. FIDE KNOOK-0uI RT FOR FIRST PLEFE CMU COURSE W SILL & FILL SOLID 1) #S BAR FOR ALL NOW OPENINGS S'6" GROUT SHALL BE RUSH WITH TOP OF WALL 10" /--STD.90 HOOK HOOK / Mimi --��-, -SEE FOUNDATION Ir FOR LOCATIONS PLAN ELEVATION 11C" MS01 I BLOCK WALL REINFORCEMENT N.T.S. TYP. BOND BEAM 8"x8'x 16"K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONIC. W/1 #5 DIA. REBAR INDICATES FILLED CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) FI �Y z Z � Z g z Q � 11N N lV O= W O� /V) a�q0 r l o° V WD m 0 '. OYON 0 ® 100 C v0Q Q d Affiliations: 8 D, \ Consultants: Z V N t0 o VWyWy ,LO4 u' Y 01 N E P' LU 88 N # p] QONdrz li}: g U um.Nz �y mSs��g U.na V%o� Ob D N EE ggaa �r � x a w $w�U,OC3bm°IZtd�m`N u, Bri m W Y %o m il 5 av (ire -ti F fis 3 � a4�'r`ri J❑�)'i 10 o� Tilly O '.4�1 "C 12 CJ L A z0 2 - :rJs ♦ I'L � � W � s�4�pR01 E, c�`,��. IV I Builder: 1 Q � 3� N W_ cc a U a � J LLI Cc Fee: IWu F 5 W p J o O an Z ♦ I Job Information: 1 L.L OIn ISSessee W j Z (V 00 0) 00 I..0 m 0 m /ISd et L0 OD G Q) z N 00JLIJZ:)5 e -1 (n (/) Ira) I° Revisions: 1 YV 2 3 I I Model Name / Number: 1755 IF Plan Issue Date: Monday, June 10, 2019 VI KA PROJECT NUMBER: 19-3887 Sheet: LINTEL PLAN � - DEC 0 9 2 I E HEIGHT OF THE CHIMNEY SHOULD EXTEND 2' A E THE 2x6#2SYPP.T. SIMPSON HETA 16 P T WHERE THE CHIMNEY IS 10' FROM THE N EST W/ (2) WEDGE ANCHOR EACH END SEE FLOOR PLAN SPEC. U� z m BOIL G SURFACE. CUSTOM VCAP O FOR BEAM SEE PLAN FOR BEAM SIMPSON LSTA24 W/ z g z ° WITH K ARRESTOR VE STYLE OVERHEAD SECTIONAL (12) 10d NAILS 9 � 1 Q W UILDER a DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT °r'^', m 8 METAL FIRE STOP W/ WASHER. MIN. 6 PER ,''i'oit;•"; z (n (' TRACK TO JAMB. a: • , . Y,•-,r, SEE DETAIL WF02 A Q� N , ,, � (DM n. "•r•' ON SHEET S-3 ° 4--j w DOUBLE 2x PIPE STABILIZER a �� �� FOR ARCH FRAMING d s O .o y TOP PLATE WHEN REQUIRED 5 1/2" DIA. x 8" o ( ) 1/2" X 8" A.B. W/2" o "J" BOLTS " - '' a „ " 'g 0Lf) ' N o WASHERS SET IN ;; 0 FILLED CELL W/#5 TYP. FILLED CELL 8I Sd NAILSMPSON W/ 2TM t/1 F -m° °u VERTICAL MIN. 5 PER JAMB. b „ ,� ,0). a - 2X4 #2 SPF STUDS @ 16" O.C. W/ SIMPSON 'i „ '� '� °' w ° ° 00 SP1 @ TOP AND SIMPSON SP2 @ BOTTOM 2 X 8 CRICKET W/ EXTERIOR SHEATHING ATTACHED SECTIONAL '' ;; �� SEE PLAN r-- ' _ - o p- 0 I Ax PER NAILING SCHEDULE SEE ® OVERHEAD (3) SPF #2 FOR INFO. " S 10 ELEVATION FOR FINISH DOOR CONT. 0 STUDS W/ r 16d NAILS �L Q o' w Q iZ a -------- - /'"' P T #2 SYP 2" X 6" o f @ 8" O.C. ° '-------- ` ; �RIMD : ,. SIMPSON LSTA24 ♦ Affiliations: C A fl \�', PROVIDE 2x BLOCKING n ..': • • • �i• •• '• • • W/ (18) 10d NAILS 3 , " r v ...���JJ� @ PERP WALL IF NOT LIGNED W/ TRUSSES 2"x6" P.T. WOOD JAMB v . M1,•1; NAILS -i c E (2) 12d TOENAILS `� �, . �� • " 0 8 @ 8" O C ♦ Consultants: a Ro ro m 8 g 2x BASE PLAT / (2) 12d DOOR AND CONNECTION PER GARAGE SLAB '' a STAGGERED ° SIMPSON LTT20B W/ 10-16d NAILS �° r_ NAILS TOT S BELOW GARAGE DOOR MANUFACTURER q & (1) 1/2" X 12" 'o rn n b @ 8" 0. TYP. GARAGE DOOR ;1 'A' 'A' WEDGE ANCHOR .g` ` w °g 3 Q N z LL S SON MTS12 TRACK MOUNTING DETAIL 'q_A' a 8 m° g O '' m As a) ®EA ° a° 'Mil � i B A Q RUSS10d NOTE: DETAIL CD22 / 8.2 MAY BE SUBSITUTED FOR THIS .__ $ o ui _ " $" DN z °- w q N HIMNEY PIPE MIN. 2" TO TRUSSES DETAIL -UNLESS NOTED OTHERWISE $ a `o' a g$ w yFs v � o 30 O c U o W ma'W N.I L. .•T ZIIiQy, CH01 TYPICAL CHIMNEY FRAME DETAIL 3/4"=1'-0" M512 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. 16 ENTRY HEADER DETAIL N.T.S. a��...a =-� f �:, ,•O � 1'r, •'•,-�Y -O �a Fes- " O w Ori E `�Q`,` INSULATION PER FBC AND ENERGY � FORM SSUBMITTED WITH PERMIT 1d APPLICATION PROVIDE BAFFLES EAVES VENTED v 12 AT (FOR ATTICS) L2 SEE ENERGY FORM CALCULATIONS ' FOR INSULATION REQUIREMENTS FIBERGLASS SHINGLES IO SEE PLAN TILE ROOF (PER ELEVATION) ' OVER APPROVED UNDERLAYMENT o o SEE PLN PROVIDE BAFFLES AT EAVE FIBERGLASS SHINGLES OR PER FBCR 905.1.1 OVER APA PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING TYP,) FRAME FOR BUILT-UP ° ii TILE ROOF (PER ELEVATION) TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES CORNERS min (3) 2x4 OR \ND ♦ Builder: OVER APPOVED UNDERLAYMENT FASTENED TO TRUSSES PER ROOF 4x4 w/ 2x4 POST UNDER EA �' ' -- `m ' PER FBCR 905, 1.1 OVER APA NAILING SCHEDULE) ATE END OF SUPPORTING BEAM. u - - �� _ SEE ROOF PLAN F RATED STRUCTURAL SHEATHING PRE-ENG. WOOD (SEE STRUCTURAL NOTESSEE TRU55 ANCHOR SEE PLAN ( ) " FOR SHEATHING NAILED w/ 8d NAILS @ 6" ;; , , _ - -- TRUSS CONNEC N TRUSSES @ 24" O.C. FASTENED TO TRUSSES PER ROOF % - BRG PLANFOR TH FINISH O.C. , ,1F + - - INFO & LAYOU ESIGN N NAILING SCHEDULE) ' CEILING BOARD •' ' (TYP.)DES i (TYP,) FRAME FOR COR- �' SEE PLAN FOR _ a•: � TRUSS ANCHOR (SEE PLAN) MnT/' '. TO BE INSTALLED ON OUTSIDE FELT PAPER OR •. • ETAL DRIP EDGE TRUSS PLATE OO /� Q NERS FOR NON LOAD y' p0 TOP OF BEAM ' _ _ •'"� ' 9 �" m W LLI FACE •� 3/4" P.T. NAILER 2X SUBFASCIA i ° v ° ° BARING SIDES NA LE �v- ° v, ° E I D ' SEEROOFPLAN�-- _ O M u i \__/l_,I`J�_J\_,^.✓'�.� r�. ,�_.! . '` - - _ _ - — _ ,FOR , •R v v w/ 16d NAILS @ 8" O.C. - 8, ; . 0 l-' SOFFIT. SEE ARCH. 1/2" DRYWALL PLANS Oppvv pv \ / O v v ONNEAONZE O a tMEfAL DRIP EDGE i O•? J CEILING BOARD CURTAIN NAILER 8 x 8 x 16 K.O. OLTS W NO ' CONNECT ALL 2x STU 2X SUBFASCIA TO TOP PLATE WITH 1 x4 P.T.@ WINDOWS LINTEL BLOCK 1 x B P.T. @ S.G.D. n A O.H. W/ (1) #5 DIA. REBAR & 1 CENTERE FA- (TYP.)4 COURSE HIGH A.F.F. ( ) SIDE w/2" W HERS i CMU BASE FILLED w/ CONC E °' o W W Z r�^ (4) 16d TOENAILS SOFFIT. SEE ARCH. H 10 SEE ELEV. 3000 PSI CONCRETE (TYP.) W/ (4) VERTICAL RENF W/ O o m W 15 O N/ J PLANS PRECAST "U" LINTEL INTO FTG & AT TOP W J N 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE SCHEDULE 4 N P OHOOKS F COLUMN HB&G COLUMN WRAP OR I o ' W� C J ry P P N AI -Al 2X4 #2 SYP P.T. FRAMING W/ MIN 7/16" O.S.B. ¢ c' Z O w O j SHEATHING ATTACHED PER NAILING SCHEDULE w it o O 5 a. OPTION: 15/32" OSB EXPOSURE i ON MAXIMUM OF (3) - 2X PLATES MAY BE C.H. EXT. WALL W/ ALL EDGES BLOCKED. SEE ELEV. SEE 1813 FOR NAIL ATTACHMENT. SEE FLOOR PLAN FOR M ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: I6 GA. i 3/4" COLUMN SIZE &BASE w PLY ATTACHED W/ (2) ROWS OF 16d NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES ND FIElt)D. NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. SIMPSON LSTA30 SEE FLOOR PLAN CONNECTION INFO. u, w € ♦ Job Information: ALL BEDROOM WINDOWS. " „ REBAR W/ 3000 PSI w 11-10d TO BEAM FOR BEAM SPEC. / �d R CONC. ALL LOCATIONS & TO FRAME BELOW SECURE 2X4 P.T. BOTTOM ALUM FRAMED WINDOW w/ SCREEN ,�n SHOWN ON FOUNDATION PLATE w/ 5/8" x 8" ANCHOR BOLT SET IN y (G.C. TO VERIFY W/ FLOOR PLAN a St FLOOR PLANS _ i SIMPSON HIGH -STRENGTH Q LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS. IF NO u P ' EPDXY 6" MIN. EMBED. ' € OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). i •,° �' NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. l r ' • • ' ' B �, co }' LU ALUM FRAMED WINDOW i ��', W/SCREEN ¢ H (V CEMENT[TIOUS DECORATIVE 01 0 7 d) 00 0) FINISH 7/8" THICK PER ASTM n PRECAST CONC SILL WINDOW STOOL SQUARE CMU BLOCK BASE W/ 1x4 P.T. WRAP or N ` .� N C-926-98A r, PER SPECS SOLIDLi STUCCO BAND SEE ELEVATION FOR MORE INFO m A O (+D ZX STUDS (SEE FLOOR PLAN FOR INSULATION PER FBC AND ENERGY � SIMPSON HE A20 � , Al BUILT-UP CORNER MIN (3) 2X4 a � > � � 00 MORE INFORMATION). SEE TBI3 1/2" DRYWALL ON SHEET 6 FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES AT 'J EXTERIOR FINISH - ' W/10.10d T COLUMN , OR 4x4 POST w/ 2X4 UN DER POST s n 7 <0 M a N FOR NAILING INFORMATION FOR EAVES (FOR VENTED ATTICS) (SEE ELEVATIONS) '� �• EACH END OF BEAM g < L W J W O SEE ENERGY FORM FOR WALL SHEATHING. WALL INSULATION P.T. 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR 1 x 4 P.T. 17" IN CONCRETE - 25" NOTE: ' + 2 X 4 P.T. PLATE BOTTOM RAPS MUST BE �I•1'^o J co v) v I � LL REQUIREMENTS w/ 1/2 x 8 A.B. (OR 112" x 8" TITEN BASE EXTEND (ACI 530) ABOVE E HD) W/2" WASHER AT 32" D.C. NAILER SLAB. ALL LOCATIONS SHOWN WOOD BASE INSTALL ON INSIDE OF ,, SEEFOUNDATION ° m ♦ BASE MIN. 6" FROM END - SEE W507 ON FOUNDATION PLAN COLUM . DO NOT BEND v TL` • • ° v 0 FOR FTGION m visions: 1RV FOR TERMITE SHIELD° SEE FOUNDATIONWPLAN SEE FOUNDATION PLAN FOR STRAP UNDER PLATE. r` ,�4 <°lr,� y,�a v TRAP$ IN FILL a pv ZES AND °cmP 2 FOR SLAB INFORMATIONPLACE TOP OF SLAB ' SLAB INFORMATION TOP OF SLAB °� LL w # ° r „ CE / 5REBAR CATION h „ ♦ Model Name Number: �) r p GRADE - — GRADE i • ,' j ,n a L�' ! �� 0.• N �u 1755 ;i CLEAN Il o ' - �. _u'�'I '�" ",,,;; - ,� .[; _ it COMPACTED ,H " _ SEE PLAN FOR N RE -BAR QUANTITIES - ^' ( TYP. COURSE HIGH CMU BASE • . .. ,' 1 In,l,� Y° ♦ Plan Issue Date: FILL t . - • FILLE w/ CONC - SEE PLAN FOR SIZE. T OF COLUMN BASE - ._ Monday, June 10, 2019 SEE FOUNDATION N 16 SEE PLAN SEE 'FOUNDATION 2'-0" AF ♦ KA PROJECT NUMBER: FOR FTG REQUIREMENTS NO`fE: DETAIL CD21 / S-2 MAY BE SU13SITUTED FOR THIS Y 19-3887 ,7 DETAIL- UNLESS NOTED OTHERWISE Sheet: S_2 Of: o CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. CD23 COLUMN @ENTRY - CRAFTSMAN STYLE N.r.s. WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/a"=1'-0" WS01 TYPICAL WALL SECTION 8" CMU 3/4°=1'-0" TYPICAL FRAMING DETAILS Ip11_F_ COPY DEC 0 WHEN REQ'D RECESSED PRE -CAST LINTEL SIMPSON SP2 TOP 8" D BLOCK TIEBEAM AND BOTTOM. TYP. W/(1) 95 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ @ EACH 2X CRIPPLES (3) 16d COMMON STRUCTURAL - TOP TO ALLOW CONT. 2x4 BLKNG @ 16" O.C. NAILS(TYP) CLIP EACH TRUSS SHEATHING AROUND CURVE. MIN. 2 TITEN I CLIP EACH TRUSS ANCHORS TO 2z8 (SEE ROOF PLAN (SEE ROOF PLAN FOR TYPE) ' ' FOR TYPE) I SEE TRUSS PLAN Z FRAME OUT TO FOR CONNECTION Z BLOCK EDGE , z S LINTEL FRAME OUT TO FRAME OUT TO 5 /� ` Z * (SEE PLAN) HEADER PER J/ BLOCK EDGE ONLY (,\ LOCATION IF NEEDED. SEE PLAN BLOCK EDGE V) J d 7/16" O.S.B. i psi 2x8 W/ (3) 12d , — EA. SIDE"O TOENAILS EACH END �� ® ' EXTERIOR SHEATHING ' I yy ' STUD ANCHORING: ' E Z 7/16" OSB W/ 6d SEE PLAN FOR ATTACHED PER NAILING i a 2X BLK'G. /18" OSB W/ 8d NAILS @ 16" O.C. ; BEAM SIZE SCHEDULE TB13 ON STUD TO TOP PLATE: NAILS @ 16" O.C. 12X EADER TO SIDE &TOP NAILER ' SHEET 6 ; SIMPSON SP4 2 X 4 #2 SPF KNEEWALL WITH TO O.S.B. 4—+ w W/ 2 - 8d TO SIDE & TOP NAILER SEE PLAN) ® / () I ; STUDS @ 16" O.C. W/ , 2x W 3 12d 1 STRUCTURAL SHEATHING ON r c 6 EA. END TOENAILS EACH 2 X 4 SPF BOTH SIDE FROM TOP OF WALL o U 2 X 4 P.T. AT 16" O.C. /16" O.S.B. END TYP. TO BOTTOM OF BEAM, ATTACHED c w £ `� EDGE VIEW 2x4 SPF CONTINUOUS A. SIDE ° O c o a BLOCKING ATTACHED EXTERIOR SHEATHING NOTE: HOLD FRAMING 1/2" PER NAILING SCHEDULE. 1 :%i n F E TO 7/16" OSB W/ (2) 8d 2x4 SPF CONTINUOUS r— ATTACHED PER NAILING 2 X 4 SPF 1 1 Ln a o NAILS. SEE DETAIL ABOVESCHEDULE T813 ON BACK FROM FACE OF BLOCK STUD TO SOT PLATE: 1 m D 4_ D BLK'G. TO O.S.B. BLOCKING ATTACHED AT 16" O.C. FOR SHEATING TO BE FLUSH SIMPSON SP4/ 2.8d EA. END TO 7 16" OSB W 2 8d SHEET 7 AND 7.1 WITH BLOCK FACE SEE PLAN FOR U o m / / O BEAM SIZE m W O NAILS. SEE DETAIL ABOVE 1 1, �- O .au 1 LINTEL '1 • .• 2x BUCKS SEE MS11 �; " :"•�: 1/2" X8" i BUILDER FRAME m = am FOR MORE INFO EDGE VIEW 7'-O" MAX „ 11 ANCHOR BOLT " RADIUS AS REQUIRED U N Q WINDOW OR DOOR OPN'G BUILDER FRAME @ 32" D.C. Y ii i y ¢ a o RADIUS 2x BUILD -OUT BEYOND V Affiliations AS RE WINDOW OR DOOR OPN'G REQUIRED 8" CMU WALL A I)� WF01 DETAIL @ ARCH WINDOW FRAMING N.T.S. WF02 DETAIL @ ARCH WINDOW FRAMING N"T•S• WF14 KNEEWALL @ ENTRY FRONT WALL 1/2"=1'-D" WF21 KNEEWALL @ ENTRY FRONT WALL 3/4"=1'-0" WF38 KNEEWALL @ ENTRY FRONT WALL N.T.S. E ♦ Consultants: ca R gw PROVIDE 2x4 ON TO o 1N3J $ m OF 2x8 TO BLOCK OUT 2 ROWS 12d @ g g Q m ry am z LL S TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 d fi Z. (2) 12d NAILS O.C. a a \` STRUCTURAL SHEATHING (SOLID BLOCK w/ 2x6) 4g TOP PLATE c Ear 8 a Q 3 �\= a) ui N 7/16" MIN. NAILED W/ 8d 4!jh�„QC7=rn5 "ID- O 2x4 STUD N v g ', Zoz eH � COMMONS@3"O.C.@ .o ffi �'�` ygLL �z PER PLAN .�,$ � 2 x 2.o j 3: 0: EDGE & 6" O.C. FIELD RUN wm< E w A�rn ee r c �\ FULL SHEET FROM g .� 6 � � m r re 2x4 BEYOND AGAINST 2X8 STUDS OP SPLICE w w e / BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 y a • o SEE GE05 FOR ��` \`� TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE n ; ,pZ,�`F• �'"`� SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W STANDARD / 2x8 STUs GABLE END I 1` (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN r X U ��L ❑ ❑ '. /_ FRAMING T` I `� TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w 2x6 10 ., o ^ `�I * NOT REQ'D. WHEN QT SYSTEM IS APPLIED / 2x4 w/ 2 ROWS OF v a 2 �J `t 7 STRUCTURAL SHEATHING STUDS) 12d NAILS @ 3" O.C. WOOD BEAM SEE "' ` �: Z TOP PLATE TRANSITION PLAN FOR SIZE HISONHUC410OR(2) yQ 0@.;v`� PIPE OR DUCT w/ OUBLE 12d ; rL 1 TO BUILT-UP COLUMN co PIPE *� .. F CrxO�Ne"� I+ +I = PENETRATION THRU TOP SPLICE . SUPPORT COLUMN BUILT-UP MIN. FEZ/��0 F F � %%%" VARIES IN + +I 0) TOP PLATE w/ MORE m ROOF SLOPE I G THAN 50% OF TOP ROWS 12d NAILS @ 8" O C. EACH 2PLY d ¢ 2X TOP PLATE TO I zo PLATE WIDTH INSTALL @ 3" O.C. ; (SHOWN AS 4 x 4) A GABLE END W/ 16d SIMPSON PSPN516Z I , 1 (2) SIMPSON HETA20's WOOD WALL OR NAILS C 6" O.C. I j w/ (12) 16d NAILS TYP. q8"4// ' ;' W/(12)-16d EA, TO COL. Y TRUSS. SEE PLAN 2X4 CONT. W/ (3) 12d -+ TOP & BOTT. COMMON NAILS EACH `a; ALT: (2) MSTAM36 STRAPS `o + 1--- — +—+ STUD TYP. T&B + +I + NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS BOTTOM SPLICE TYPICAL BLOCK ' 1 ,, CENTERED W/ (13)-I0d NAILS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD WALL ' 1 Ea TO COL. ' 2X4 STUDS @ 24" O.C. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ TIE BEAM N W/ SINGLE BASE & TOP (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2" x 0.131 NAILS •0 � PLATE W/ PLYWOOD * P SHEATHING NOT REQ'D. WHEN QT SYSTEM IS APPLIED m Builder: m TRUES OR ROOF SYSTEM COVERING NOTE:PLATE LENGTHS MUST BE AT LEAST 8'.0" LONG. TYPICAL $ vl M LD02 SHEAR TRANSFER EXTERIOR WALL N.T.S. GE15 FALSE BEAM AT GABLE END N.T.S. W s a WF17 TOP PLATE SPLICE DETAIL 3/4"=1'-0" CD04 BEAM @RAISED ENTRY MASONRY WALL N.T.S. ?r C4 W 9 9 `1 M 2x8 SYP #2 � .T. d Q a U TOP & BOTTOM z 0. C ry M W ATTACHED W/ E yUl LLI z (1) ROW 16d 2x6 SYP. #2 M,LU go NAILS @ 16 O.C. ------------------ SIMPSON HUC410 a o RIPPED BUCKET SEE ROOF m c~ N F t'�a ay , PLAN FOR MORE INFO ; ui J 'W -C BOX HEADER DETAIL ; SEE ROOF PLAN ® m z Ix * CRIPPLES MAY/MAY NOT BE PRESENT. FOR BEAM SIZE .2o Oa _3 c a.^ , , 1 &CONNECTION INFO � , i C _3� 1..� QIFONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION 07 c (1) JACK USED AT EA. SIDE Q �( EACH SIDE OF 2X O.S.B. Ll OPENING G.C. TO W 2 - 8d W/ 2-8d INSTALL (3) TITEN HD. INSTALL L ( EA. END (2) 2.4 LAMINATIONS W/19.1 (3) 2 x 4 LAMINATIONS W/ (2) (8) 2, 0 LAMINATIONS W/ (2) X EQUALY)TITEN SPACED ROW OF STAGGERED 10d COMMON WIRE NAILS ROWS OF STAGGERED 15d COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS PER SIDE INTO CMU AT (D = 0. 148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D a 0,162^,L-31/2")OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D=0,162",L=3-1/2")OR EQUAL JACK TO HEADER, NO BASE ED E VIEW HEADER SUPPORT NO. OF JACKS & STUDS RE . AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE END EA END EA END JEA END LESS THAN 4' (1) (2 (1) (2) >4' BUT <9' (2) (3) (2) 1 (2) 1O'-0" - 16' 3 4 3 4 HEADER ANCHOR 1 , - __ 12 NAILED TO TOP PLATES, ; SEE FLOOR PLAN HEADER &JACK ' _ _ _ _ _ _ _ _ _ _ _ ; FOR COLUMN SIZE & (TYP) SEE ELEV. Job Information: BASE CONNECTION INFO RE -ENGINEERED WOOD TRUSSES @ 24" O/C HEADER SIZE RA� TIES 0 PTI O N A O PTI O N B -5 &GRADE 1/2" OSB FLITCH PLATE UPLIFT CONNECTOR (SEE SCHEDULE) ui EACH END SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED SEE PLAN FOR (2) LSTA 30 COLUMN SIZE & BASE ON BEAM SCHEDULE/PLAN DOUBLE 2"x4" TOP PLATE n BEAM SIZE CONNECTION INFO E ems: CONNECTOR REQUIRED 1) AOJACENT NAILS ARE DRIVEN MOM 3) FOR 4-PLY, PROVIDE 1/4'DIA. %51/2"LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) (3)16d °x4° y e In 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECION 15.3 FOR THE THICNAESS OF THE LAST LAMINATION. ADDITIONAL INFO. SP4 AT SEE PLAN COMMON FOR WLL 2X CRIPPLES @ 16" O.C. SEE SCHEDULE "I SECTION A -A sruos @ 16~ D /C Ly0 24" O.C. NAILS(TYPj� HGT. W/SIMPSONSP2TYP. CRICKET AS REQUIRED O w SCALE: 1 1/2" = 1'-0" WF37 TYPICAL COLUMNS DETAILS N.T.S. 12d NAILS TOP AND BOTTOM STAGGERED STAGGERED @ z FOR OVERHANGS GREATER THAN • : FILL 1ST. 4 COURSES 1 1/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) `r. F. F. OVERHANG .•.• CMU FOR OVERHANGS BETWEEN 5/8" TO 11/2" © ►� iGl ' I Ili• 16" O.C. TO SIDE &TOP NAILER .A • EACH • ! 2x4 SPF • • ! • • . ••• :. NAILS. SEE DETAIL ABOVE ELEVATIONSEE •' ROUND/ SQUARE• BOX HEADER EACH END I LP' 0/C EACH " > N * WHEN STUD LENGTH FACE OR 3-ROWS "a Q)00 IS LESS THAN 12" USE 12d NAILS STAGGERED C 'L CY LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 z SO A SIMPSON SP2 @ EA. STUD M W IV Q M •— STUD WRAPPED OVER TOP PLATE & NAILED OR GREATER HEADER A APA RATED STRUCTURAL SHEATHING > 11 L0 OD N U SEE PLAN FOR TO HEADER EACH SIDE _ -,_ 11 -. TOP OF BEAM MIN 7/16" FASTENED TO TRUSSES W/ Y O_ FILL ALL HOLES IN DOUBLE 2 x #2 '. SEE ROOF PLAN 8d COMMON WIRE NAILS 4" O, @ .0 n �/ ~ S coS.Y.P. STRAP HEADER W/ FOR BEAM SIZE & = BOUNDARIES 6" O/C EDGES & 8" g O_J W 1/2" FLITCH PLATE CONNECTION IN O.C. FIELD J • • • (F w 10d NAILS @ HEADER. (U.N.O.) - _ r / B" O/C TYP. E FILLING AND BLOCKING AS Revisions: DOUBLE 2 x 4 REQUIRED FASTENED TO SEE FLOOR PLAN FOR - - - m CRIPPLE STUD HEADER W/(2) ROWS COLUMN SIZE &BASE m 1 YV '_ = 2 TYPICAL (U.N.O.) OF 12d @ 16" C/C UNLESS CONNECTION INFO 12 - NOTED OTHERWISE SIMPSON SP1 @ EA. STUD 0 3 • 1 ni 2'x P.T. PLATE MAIN SPAN ROOF TRUSS Model Name /Number. 2 x 4 STUDS TYP. °i LCMU 1/2' X 8" "J" BOLT ' SIMPSON HTT4 W/ (18) @ 24" O/C MAX 1755 16d NAILS & A 518" UPLIFT )OR � Plan Issue Date: EXPANSION ANCHOR °• S" x 8" x 16" K.O. SEE SCHEDULE) m x W/ 6" EMBEDMENT U.N.O. 'O BLOCK W/ 1 #5 CONT. OPa OR 8 1/2" AT GARAGE Monday, June 10, 2019 ll STEP DOWN •••�i •• EE FOUNDATION CMU WALL g KA PROJECT NUMBER: * * HOLD DOWN CONNECTIONS NOT REQUIRED @BEARING P T BOT PLATE PLAN FOR MORE INFO' ° 19-3887 NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. WALLS WITHOUT UPLIFT ,S 2 WINDOW OR DOOR OPNIG N Sheet: �_� Of: 0 MS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 I TRANSOM DETAIL AT ENTRY 1/2"=1'-0" WF09 1 WALL HEADER DETAIL N.T.S. CDa"1 COMMON BEAM ATTACHMENT N.T.S. WF42 KNEEWALL ABOVE MASONRY WALL 3/a"=1-o" € TYPICAL WALL DETAILS DEC 1) V 21111� COPY *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING - DROP GABLE END TRUSS & 2X OUT LOOK RAFTERS FOR OVERHANG GREATER THAN TO BE LESS THAN - 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR OR EQUAL TO 450 y O.H.UNDER SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED SEE STRUCTURAL NOTES DROP GABLE END TRUSS &LOOKOUT RAFTERS FOR O.H. GREATER THAN 12" FOR 12" AND UNDER 8d NAILS f UM 2"x —IVI8d -- - - NAILS @ 4" O.C. WALL AND ROOF AND NAILING SCHEDULE - FOR SHEATHING DETAILS SPACE BLOCKS AT 24" O.C. AT 4" O.C. CROSS BRACING (SEE PLAN FOR _ - • • - "� SHEATHING, SEE TBI3 2x4 SYP BLOCKING FOR SPECIFICATIONS ' LOCATION) '; - • - tis BETWEEN TRUSSES @ 48" O.C. MAX, FASTEN TO EA, . 2X4 GYP BRACEFOR ' 9 BLOCKING •' . TRUSS W/ 3.12d NAILS EA. GABLES 3'-0" TO 5'-11" TALL. END 9x6 SYP BRAG FOR 2X4 SPF BLOCKING @ ' ' ,° ///��� ` (D 'n : 1 \ Z_ 2x4 SYP CROSS BRACE GABLES 6'-0" AND TALLER. PANEL EDGES W/ (3) 12d 1 -- ' APPROX. 8" FROM RIDGE ATTACH L BRACE w THEN T O.C. AFTER. NAIL w/ / ?-12tl @EACH ND & ® 12d NAILS @ 4" O.C. NAILS EA. END TO TRUSS �. ' SIMPSON MTS12 @ 2X6 BRACE NAILED -NAIL SHEATHING @ 4" O.C. r, LOOKOUT RAFTERS d °O Z 'y `` -• ` CROSSING AT 45� ANGLE. GABLE TRUSS REQ'D1 ,° / , TO SIDE OF GABLE IF APPLICABLE STAGGERED w 8d TRUSS WEBS 5{///���' Q a I► ' / -r (NOT WHENGABLE TEN (1) SIMPSON HGA10 12" LONG 2x4 *2 BY BLOCK AT w/ 12d NAILS CONT 2x4 SYP SPANNING (4) RACE CONNECTOR FROM BRACE LOCATION. FASTEN TO @ 4" D.C.WHEN STRUCT. SHEATHING h �/ ^) ' ( TRUSS BAYS (8'-0") NAILED IAGONAL PLATE w/ 10d @ 3" O.C. W 3-12d TO CHORD MIN LOC L / GABLE TRUSS 2x4 SPF CROSS -BRACE ' GREATER T AN 3'-0" '° 7/16" MIN. THK. - @ 48" O.C. NAIL �` NAIL w/Sd COM. @ wv a/ a I Z /i InPER JOINT ' 1ST 4 BAYSNAIL - w .h ,° _(3)12d �LTO TOP PLATE w (3) 12d AT EACH END & AT 3" O.C. EDGES & 6"Qi16d `��CONTINUOUS 10 /\/ IATERAL BRACING- ATOrSILL NAILS @ 4" O.C. 2x8 4 BAYSAT MINR BOLT CROSSING AT 45°x ANGLE `a' O.C. FIELDNAIL OVER X-BRACE AS SHOWNL 4880 D.C. ' INSTALL BLKG. AT TRUSS WEBS X-BRACING-2x4 KNOCK OUT COURSE TRUSSES 10d @ 4" O.C. `o �0 a 2 CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING SPF OR SYP MASONRY WALL CONTINUOUS 2X4 SPF w/ (3) 12d @EACH TRUSS WEB SPANNING (4) TRUSS GABLE TRUSS y ` '� o M F E BAYS (8 FT) NAILED TO 'E \ / m D 2x4 BLOCKING @ 4" O.C. ,. I NAIL TOP OF 'IT" U mD ,� 0 NAIL TOP OF 'IT" TO GABLE ROOF SHEATHING, SEE w/12d & (3) 12d TO CHORD TO GABLE TRUSS w s 0 O O D TRUSS w/ 2.12d AND 1 TB13 FOR ATTACHMENT OVER JACK TRUSSES, SEE w/2-12SIMPSON (1) w/ H N -Y n TB01 TYPICAL CROSS BRACING DETAIL N.r.s. TB02 TYPICAL CROSS BRACING DETAIL N.T°S. SIMPSON PLAN 2X4 SPF BLOCKING 14-10dx11/2" U c <,7 10-10dx1 1/2" NAILS FASTEN (1) SIMPSON HGA10 BETWEEN TRUSSES @ 48" O.C. MAX. NAIL DEADWOOD TO NAIL TRUSS BOTTOM :s 4 IQ 7 a @ 48" O.C. w/ 8 1/4"xl 1/2" TOP PLATE w/16d @ CHORD TO 2X4 DEAD- g ♦ Affiliations: OVIDE 2X4 MIN. BLOCKING AT NTER LINE OF HIP/RIDGE, TYP. SDS WOOD SCREWS GABLE NAIL TOP OF 'IT" 2x4 BLOCKING W/ 2-12d TOENAILS END TO TOP PLATE BEAM / TO GABLE TRUSS w. 2-12d 4" O.C. WOOD w/18d @ 4"O. C. $ � A C J WEEN TRUSSES W/(2)12D FRAMED WALL OR BEAM AND -1-SIMPSON H8 w / " BAYS m _ B �. ILS EACH END TO TRUSS TOP BELOW, SEE PLAN. 10d x 11/2" NAILS SIMPSON LSTA30 W/ c itt ♦ Consultants: ORD @ WOOD FRAMED WALL @DUTCH GABLE - -- 14-10d @48" O.C. E n ry m gym' FRAME WALL OR BEAM `� BELOW SEE PLAN e •' "'' � USS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.S. GE05 GABLE END BRACING- FRAME WALL N.T.S. ' PC ` E W r m 6 * * r - H- o d a��III UCTURAL tCA WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP PACEG.T.SHEATHING A mg .c Om _ . �, .g 0 O� 2.12 jn� rc ADD 2X4 ALONGSRIPPED 2X4 SYP /P2 TOP WHEN NAIL TO TOP CHORDcwTO z 2oZwS CHORD PREVENT SHEA"""'- OF HIPPED TRUSS W/ € Z Of ^ SPAN FROM EXCEHIP 12d NAILS @ 6" O.C.1 2x8 SYP BRACE NAILED DROP GABLE END TRUSS u €' @WLL W m 0 zMAX 24" SPAN (EIG.T OR BOTH IF SEE STRUCTURAL NOTES TO EACH SIDE OF GABLE TRUSS CHORDS 3'-4" & LOOKOUT RAFTERS FOR O.H. GREATER THAN 12" a ffi wSIDE 8�'�P AND NAILING SCHEDULE IN FOR SHEATHING DETAILS USING 10d NAILS @ 4" O.0 FOR 12" AND UNDER - g ss ��, '.2 �U 12D NAILS MINIMUM 3 12d LMINIMUM SPACE BLOCKS AT 24" O.C. a �; °'"w ` '�: �- ti\ � c C O O 2X4 SPF BLOCKING @ mq��� Do %"'� ^ry' 2�� AT12" O.C. MAX SHEATROOF HING PER JOINTS 2"x4"SPF OR PANEL EDGES -NAIL L3 T] O SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING SHEATHING @ 4" O.C. a PLAN STAGGERED w/ 8d : to ¢ • G -• STRUCT. SHEATHING •• w �'Z• ¢:•-,/� 1 2X4 SPF CROSS BRACE 7/16" MIN. THK - H APT , ¢ C, Q Q ••*•., 2X4 BLOCKING JAIL HIP TRUSS @ 48" D.C.O.C, - NAIL w/3- AT w/Sd COM. @ �i� �' 0 .% °i�rarP� BETWEEN TRUSSES G TRUSSES \ ES & 6" j;r�' *O (GABLE END) CROSSIN12d AT 5D k ANGLE ' O.C. FIELD a SECT. A A I ,• a C T11303 HIP / RIDGE BLOCKING DETAIL N.r.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. CONTINUOUS 2X4 SPF m SIMPSON H8 W/ 2X6 SYP SPANNING (4) TRUSS BAYS (8 FT) NAILED TO ', 1010d x 1 1/2" 2X4 BLKING @ 4" O.C. GABLE TRUSS w/121 & 2-12d TO CHORD 2x8 SYP ITI d CHORD BRACE 2X4 SPF BLOCKING — GE04 = W/ 12d NAILS BETWEEN TRUSSES '• 2w @ 8" O.C. 048' O.C. MAX. ` i• ' S4 ♦ Builder: (2) LSTA18 TRUSS NOTES: CONTINUOUS w/Fr10d x 11/2" TO 2x6/2x4 SYP SEE DETAIL S N STRONGBACK & 8-10d ' NAIL GABLE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/7PL-2014 BEFORE THE ROOF SHEATHING IS APPLIED, AND STRONG -BACK X 1 1/2" TO "T" BRACE �, TO PLATE w/16d @ 9 W co (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OFACCIDENT W/ 12d NAILS EACH 4" O.C. a �j Ln w IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY @ 8" O.C. TOENAIL EA. 2x8 LEG TO c C .H i N fw M ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT PLATE W/ 1/2' X 8" A.B. �,. U CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED 3-12d & SIMPSON Q a EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL i i `. '^� HGA10 w/(8) 1/4" ,,, " @ 48" O.C. MIN. W g 2. ALL BRACING (OB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS BRACES AT 20'-0' O.C. MAXIMUM. X 1 SDS OR J LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL d N W 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. AL EQUAL a.'" {/, IZ O 4. ADDTIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED By TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLYTO THE BOTTOM CHORD OF THE TRUSS. KNOCK OUT COURSE E ELu DEPTH EXCEEDS STANDARD HEEL HEIGHT. 5 h LU {L 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS SEE TYP. TRUSS BLOCKING DETAILS 2X4 SE BRACE (2x4 SPF) PLATE 4 BAYS o a �w W z SEE GABLE BRACING DETAIL g Q o o SHEATHING a V J W I— C GE04 "T" BRACE CONNECTION @ GABLE END W/ VOLUME CEILING 3/4"=1% 3 TO 4 TRUSS 4AS SHOWN TRUSS SPACES ALTERNATE DIRECTION GE03 GABLE END BRACING W/ VOLUME CEILING N.r.s. h I (y `e Ln c O LL. CG RUS M (5 O VERTICAL SCAB 2X8 k2 SPF 48" O.C. W/ (4 12d TOP & BOTTOM) HS SEE TRUSS NAILS .a N SEC ON TO TRUSS I TO OR REQUIRED L IN PLACE OF (A) ER REQUIRED 0 RAFFERS GREATER THAN 8'-0° BB SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR :B ♦ Job Information: ••• (4) 12d NAILS SEE PUN OUBLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING SHEATHING DETAILS EA. END m H PREE-NCI. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS o. 2X siuD WALL VARIESw ROOF SLOPE SEE PUN / • J � m to CONV. FRAMED RIDGE \ / MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 92 (4) 12d WHEN IT LANDS \ 2X4 SPF BLOCKING / \ / ' LY° @ SPF 48" O.C. W/ (4)12d NEXT TO PREENG. TRUSS 2x8 BLKING. NAILED 0 EACH TOP & BOTTOM OR H5 OR \ BETWEEN TRUSSES / \ / \ @ 48" O.C. MAX. / ' �' O DJ SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d \ \ / / B REQUIRED w/ (2) MTS12'S REQUIRED 0 RAFrERS GREATER \ 2X4 SPF BLOCKING ,' i < d) N \ 2x4 SPF BRACE \ / @ 48" O.C. MAX.w/ , , 2X4 BRACE@ 4'-0" c.i o z Of j OQ @ 48" O.C. - NAIL w/(4) (3) 12d END NAILS , COLLAR TIE EVERY 3rd \ \ CON EACH END CENTER/ , M �Q—i M SHEATHIN RAFTER \ \ ALTERNATE DIRECTION a \ \ , 2X4 BLOCKING BETWEEN CB BEVEL CUTS \ ` ` ; '' n n) d G) TRUSSES W 2 12d NAILS @ EACH END, CONT. EACH BAY ' /�r� _j U W a , - O B TB / / TRUSSES — o e ALTERNATING DB WOODPSC SCREW EACH TRUSS OR H5 0 48" O.C. / / SEE �yJ�y►► �W/� /D/� CD J BLOCKING / / F W y / y / Ln Li PRE-ENG. TRUSS ♦ Revisions: STRUCTURAL SHEATHING CONT. ROOF SHEATH ING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. \ / / TRUSSES m 1 YV SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / ,• / o � 2 B 2X4 P.T. BLOCKING BETWEEN L ODD j(• 2x6 #2 SYP RIDGE BEAM TRUSSES W/ (2}i2d NAILS ® DIAGONAT (USP MP4) @ \ \ / / 2'-0' ON CENTER \ \ / / ,• B 0 3 8'-0" EACH ENDTRUSS MAX 2x6 RAFTERS A 2'-0"O.C. \ / 2X4 SPF BLOCKING BETWEEN TRUSSES Y V ' In ♦ Model Name / Number: MAX. W/ (3) 12d COMMON @ 24" O.C. MAX.W/ 1755 WALL BELOW TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN (SEE PLANS FOR TYPE) 4 FT ®2'-0" O.C. MAX W \ / \ (3)12d EA. END (TYP.) / \ SIMPSON HGMA10 1/2" GAP 4'-O" MAX. - CONC. MASONRY / (3)10D SEE PLAN @ O.C. COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD m ♦ Plan Issue Date: T & B CHORD BEARING SUPPORT Y TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/z" SPACE EXTERIOR INTERIOR + .. Y � Monday, June 10, 2019 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING ♦ KA PROJECT NUMBER: PLAN FOR SHEATHING - ISEE NFORMATION B" C.M.U. SEE 8' N 19-3887 PLAN FOR REINF. T 2x4 S.Y.P. @ 16" D.C. c ti Sheet: Of N TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. TB15 I EXTERIOR NON -BEARING WALL DETAIL N'Ts T11314 NON -BEARING EXTERIOR CMU WALL N.T.S. a ROOF FRAMING AND BRACING DETAILS DEC 0 rim r Il C THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openir9$s are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions, Use only a maximum of 1/4" thick shims, Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. 6" SPA EVE 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE DOUBLE DOOR W/ SIDELITES 2A fE T Y C SINGLE DOOR W/ SIDELITES re J J 6 6 3" 3" 6„ LOCATION OF BA ER TO BE 1'-0" IN FRONT OF MECH. APP. WHEN R 00 it - it I o v d vl .N 0 Z 1 0 RI DOUBLE DOOR RED DIA. CONCRETE LLED PVC. PIPE. 16" MIN. DIAMETER CONCRETE FOOTING N.T.S. SPACE EVENLY 'Do not nNl witnin valla�ycenterline- i , m. -- I L SFiILAML - NAIL SHINGLES W/ it OR 12 GAUGE ROOFING ' NAILS. S/W MIN HEADS. 6 PER SHINGLE. Goat OecM bycentaring r�4To e d Win (Dorm r%a� dos 0 IngS Ingle aop an n a , ur �7?;$"� e 0�9,2\ A" dlmc to Colga AO o0`140 lea End4� • Rake rv�atal Embed earn 811ngle Edda Ine2' pp wlkrB cemBn"t phelt 6 / or T' 4 to use In 5thfwm 'a Cute Angles 2' back from valley cemer ire SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:: 2 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) EXTER. WALL FINISH AND EXTENDING A MINIMUM Or 6? ABOVE 8" X 8" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL RASH No Cr AT KNEEWALL T ENTRY PLASTER ST SEALANT RODE SHINGLES L" 8" % 8' H GALV. r= FLASHING CONT.. � , HORIZ. NOTE: THIS DETAIL is REQUIRED AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAILS 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 1611 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 N THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH ° DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD (FRAME —" BY OTHERS SHEATHING -- BY OTHERS CAULK BETWEEN --" FEN &SPEATHING EXTERIOR — FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGHT EXTERIOR i 1/2e MIN. EAWDMAENT •-40 W©On SCREW INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 3/4" MIN. EDGE DISTANCE( 1/4" MAX. SHIM SPACE HT L _ 1"Hation lmtrucdlim For All Faced wimbws with Mound Fin ]nudes all of the fold series: , u . N : , I ,u.n; u. , ..... 625 / 825 / AZ15 / FL35 / AZ30 / FL30 / V1500 / V15B0 / V300 / V380 VT200 VTM aa7000 C,8;1=0 Prebt 682 P B82 LH10 Matlmum Fastener Sped, (34dhs, Head and sill) Wall Framing; s2 Sprure/Plne/Fir Change, Sara. 2" - ' Stew riot Scow° Minimum PenM..an Glaalrg bad 1.3/s' Mabnasq Fin CrossSection V iew e/eriR Vkw A Fbmd V*Kba Mnlmum _ va shimaa E,balm SheeW,g Abfa: Wa ahron9rynmmmaM Iwo 79a orNUMn9 tapasaAd wpow, as#andm ASTNE ZI12-0. Nowww, due to —mv-in codas and auAft tPytl, &IS /r&W to the and rear to defWmhx mapmper/nsfal/at/mf ofthese /tams. L. R SUMLE Wa P dap W-'s InsWliun W us wlnMw, u,e bubble wraP.1aY W pealed back W, InsIa"01, but Please 1. 77s mthe wrap W PrMeet the Notkr. frm, scrahi,es and other damage anal crostruaion b wmpiete. Sept Measuretobesureneopeningb3/8"to1/2" larger Man the window ene both wr1blN and hwlmntety. • YOU may man M pm-dhll the Irtdallation hales In the An M the Erne. vislyant doe Apes h me moommy Ae,W ern nw Sep 2 Apply a gaeraus bead M slllmrw m tee bedside d the mounting tin use enw9h sgimne m seRklenly Mall wids between the A, end Me wall ehRmin . Step 3 Ifsatfl,e wNdov Wmne opmimg f0,n ne o,mWe. The endow is labaled "ksitle" ard'ouBide', bud ifthese Wbek have been temomd 8M qlading head shouW always be m the Il M one bulkling. Step 4 irwmb MIMmdan the Yb, Wlusdng ttMt„ anal ne, b ptu In a,e openhg. SNms shEWtl ba Iretlned adan ne sin every 2 feet. The whalaw stmup be basicallie omteed in ale opening wan hn mow than 1/4' gap between the window and wall (farm, SbEP S InsWl a Alga I'Ilranew 4"Inem BM earn of the fin at ead, and ofthe head WIR and bothjambs. Step6 I,stell the rewpinWg fastengsWa'IncremeMsfrom ihe<amk screws to the ttnla Meech frame member, lkeyrenMbaer- tld,tenthesoewsaMplllthem ne fin. Alan, make sure due soews in Might and da net rouse the fame in bow. Wag fAMIN should be a minimum M #2 SmueaPWyar. Feabmbs should be *10 icexEN suRldeM 11011th W achieve 1.318" penetration Into the war and no less than 1 r from edge of Training, Fastener avantRift needed in ead, side M frame in adewe 8• urom of Pre Member 1T 16' N' 34' Numbk'MFeetrs,vvs1 2 1 3 1 4 1 ! 1 8 1 Y 1 B 1 ► 10 1 11 1 12 1 13 SLIP T Rome"woes seines ,scene our born around the fin and/ far hdsa wWs. Ike silicone to All any Was. Stai Ifdesl,ed,. foam l istar, can be applied I the theater gap between ne winl, she wail franift. It applkq tlm must ee cow NON EXPANDING TYPF FOAM. Step 9 Sin¢ base wi dmvs are tYphzhY used in rooms wfh high molso re, Is, bathmans, a is recommended that the header gap between the widow and wall fame, also be sealed win sricone and tooled co as not m Interfere with ne irstabstion M wallboard, We or clan. Step 10 Once all ,Ansvurbon Is complme, rempwe the bubble swap from the Inside and outside M the whdew. If necessary, dean Me blods with a mild detergent and warn ware USWQ awn CO& Failure to follow thus procedUres will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment A roval # pp Method Roofing: 1st Choice DADE COUNTY APP. CERTAINTEED LANDMARK30 NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL5444-R13 Ft 5444.1 2nd Choice DADE COUNTY APP. OWENS CORNING OAKRIDGE AR FL16828.1 W/ 3/8" MIN PENETRATION THRU SHEATHING 3rd Choice DAD COUNTY ADP. IKO Industrues, Ltd Cambridge AR FL7008-R10 006.1 4th Choice DE COUNTY APP. GAF FL10124.1 ROOFING VENTS: Florida al FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Pr IMetn . -rl vent" I" FROM EDGE AND 41' D.C. TYPICAL MAX, FL21580.1 R1 ROOFING UNDERLAYMENT: 1st Choice INTERWRAP, INC. RHINO ROOF UNDERLAYMENT SHALL BE APPLIED AND I FL15215-R3 LAYMENT ATTACHED IN ACCORDANCE WITH I FL75216, WOODLAND TYPE II UNDERLAYM— HZ 2nd Choice INDUSTRIES INC #30 ASPHALT -SATURATED ORGANIC FELT R905,1,1 FL17206.1 Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 73W6 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J' BOL7S 1`1.15279�R5 FL15279.52 2nd Choice +30.0/-32.0 CLOPAY FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 FIBERGLASS DOOR INSWING 2X BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & 60Ti0M OF INTERSECTIONS FL15225-R4 THERMA TRU-CORD. FLUSH 2nd Choice +67.0/-67.0 RRFIRGI ASS DOOR I OUTSWING AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM FL15225.5 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. TYPICAL ALL 4 SIDES) Siding: 1st Choice +0/-146.3 The Tepco Group 7" Staggered GALVANIZEDOFING nSLLh' FU0403-17 Shakes LONGSIM HNERS 1/8"OOIA 8, 3/8" DIA. HEADS EADS AT 10" O.C. HORIZONTALLY, EMBEDMENT TO BASE MATERIAL N.A. N.A. 2nd ChoiceN.A. SHALL BE BEYOND WALL DRESSING Wino 1st Choice +40 50 / MI WINDOWS 3540 SERIES SEE BUCK DETAILS THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676R6 Si le Hun (hn) ANCHOR WITH MIN. 1'A" 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. +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) 3540 SERIES FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF FL18644+R2 +50.0/-50.0 MI WINDOWS Picture window sumENT LENGTH TO ACHIEVE 11W INCH MINIMUM EMBEDMENT IN WOOD SUBSTRATE, FLIE1644.2 Mullions: 1st Choice MI WINDOWS M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 13A FL 18504.2 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 U BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL185.R10 WINDOWSWITH MIN. 14" EMBED. TO ALL FACTORY DESIGNATIONS NH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice +55.0/-35.0 KAVCAN LTD 8" BEADED 1 1/2" NAILS 10" O.C. IN nN OF SOFFIT LENGTH FL15 6503.4 Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM 24" G9. Garvanl7ed DIRECT MOUNT. TOP W-20 MALE PANELMATE W FL16293.1 46 PSF INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 12'/2" O.C. BOTTOM W'-20 SIDEWALK Panels BOLT W,/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: Fl. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 ULO Z z � 0. �_ y I I ((V7nJ4'-,I w uTo Ow "N 0 0 m O v U V N D N U rno�p0 W � LLrn 0 I- �� 0 Q m O ♦ Affiliations: A l'" B D, / X,! ♦ Consultants: Z to D cp 9 g'N do E L0 �� Lo N LL] � (� S $ a-i a%Lu es. Q vi a uj CN CN 80 Za ~< as O `ofi=Lg' Z_ 1�Ursslj 1 p Do If p�. .% y Yj c [I CO3 I;V p _i:U- J2° z: Lij roar CO O alO;PROFe s 01 %,r� IV Builder: Q 3 I ij N �a U z ao � W Z NO J N Lu IL I-- N G J Uj l= z W 8 IX S m G O Lie Z o� "s ^�^ L.1. Mc71�1 ♦ I Job Information: +V-a O L W I— j N Z > 000) LIJ �° M > Rt Ln ao E E N V z co0 `w_ _ Q _pA7j� W o J W Vi (/� LL0 LPL ♦ Revisions: 1 Yv 2 3 ♦ Model Name / Number: 1755 ♦ Plan Issue Date: Monday, June 10, 2019 VI KA PROJECT NUMBER: 19-3887 Sheet: S-5 Of: REFERENCE INFO (PS FILP MPY nFC 00 701� FLASHING REQUIREMENTS MECHANICALLY FASTEN AS FOLD UP WEATHER NECESSARY IN CORNERS THROUGH � RESISTIVE BARRIER & WEATHER RESISTIVE R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER THESE DETAILS ARE GENERIC AND MEANT TO SHOW The exterior wall envelope shall include flashing as described in Section DOOR ROUGH OPENING R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is WEATHER �RESISITIVE WINDOWUNIT GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. intended to resist liquid water that has penetrated behind the exterior covering from further intruding BARRIER WOOD FRAME CONSTR. SLOPE into the exterior wall assembly. An exterior wall covering is described as a material Or assembly of TAPE °� EXTERIOR SHEATHING SELF -ADHERED FLASHING BY LAPPING DOWN 314"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 In SELF -ADHERED FLASHING materials applied on the exterior side of eXterlor 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) finish systems, architectural Vim and embellishments such as cornices, soffits, and fascias. �WaeAueuwinwNl WALL BY6IN, UP JAMBE". USE THERLIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS R703.2 Water barrier. -resistive One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over SELFADHERED FLASHING EXTERIOR studs or RESISWEATHER TIVE CEMT. FIN. f TWO LAYERS OF FELT ONE LAYER OF HOUSE WRAP AND sheathing of all exterior wells. Such felt or material shall be applied horizontally, with the upper layer BARRIER BARRIER SEAL TOPS OF JOISTS 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 (152 mm). The felt or other approved material shall be continuous to the top of walls I UNDERDECKING (BEE DETAIL WP07) SUBFLOOR and terminated at penetretlons and building appendages In a manner to meet the requirements of the SELF -ADHERED FLASHING exterior wall envelope as described in Section R703.1. HEAD FLASHINGTIE-IN INSTRUXTIONS: " - WIRE LATH Detail Instructions R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied 1. Cut, fold up &temporarily secure weather ' RIMJOIST Refer 10 the number marked as ® in each detail that corresponds to the over wood -based sheathing, shall include awater-resistive vapor -permeable barrier with a performance at least equivalent to two layers Grade D resistive barrier above header to al low for flashing Installation of paper. The individual layers shall be installedindependently 2. Sell -adhered flashing plus head fleshing under weather BUILDING numbered items in the list Of instructions below: such that each layer provides a separate continuous plane and any flashing (installedin accordance with 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 barrlerls directed between the layers. Exception: Where the water barrier seal with tape 2 (� 3. Self -adhered Flashing Can be Substituted for building paper -resistive that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco 4. Split the release paper using the ripcord (Split release on demand, by an intervening, substantially nonwater-absorbing layer or designed drainage space. SELF -ADHERED FLASHING FLANGED WINDOW Scale: NTS WP01 SELF -ADHERED FLASHING �/rJ/p02 SELF -ADHERED FLASHING \/fj/PO3 embedded in the adhesive layer) - for ease of installation and to minimize scoria cuts g R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shin le fashion in a manner to g pP 9 pP 9 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A Y V 1- CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER V V 5, Remove all release paper per standard installation instructions and prevent entry of water into the wall cavity or penetration of water to the building structural framing adhere to substrate using a square piece of flashing material (6" x 6" components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterlor fenestration products shall be sealed at the juncture with the building wall with a sealant complying with EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) AAMA 800 or ASTM C920 Class 25 Grade INS or greater for proper joint expansion and contraction, EXTERIOR SHEATHING 3/4"A" 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. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN FLASHING JAMB 8 HEAD FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle of corner may vary, g y ry, adjust folding of the flashing accordingly to fit Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shell UP JAMB 6". USE LIQUID NAIL BRAND tight t0 corner g extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at REFER TO TECHNICAL LETTER ON CHEMICAL OR EQUAL WEATHER PROOF CAULKING SEE DETAIL WPOW ( ) ! 8. Mechanically fasten as necessary the following locations; COMPATIBILITY SCORED RELEASE PAPER 1. Exterlor window and door openings. Fleshing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent SELF ADHERED SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" �� q EASE PAPER TO EXPO0FOSdESE drainage. Mechanically attached flexible flashings shall comply with AAMA 712. FLASHING VERTICALLY FROM ADHESIVE AS SHOMI BOTTOM OF Flashing at exterior window and door openings shall be installed in accordance with one or more of the z a THRESHOLD MECHANICALLY FASTEN AS following: SECTION -A NECESSARY IN CORNERS THROUGH 1.1 The fenestration manufacturer's installation and flashing Instructions, or for applications not addressed SEE DETAIL wP02 ( ) SELF -ADHERED FLASHING In the fenestration manufacturers Instructions, In accordance with the flashing manufacturer's instructions. SELF -ADHERED FLASHING Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the V v 2 surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan SELF -ADHERED FLASHING 5 Flashing shall incorporate flashing or protection at the head and sides. 1.2. In accordance with the flashing design or method of a registered design professional. NAILING FLANGE 1 4 1.3. In accordance with other approved methods. 2 SEAL TOPS OF JOISTS 1 6 1.4 In accordance with FMA/AAMA 100, FMA/AAMA 200, FMAIWDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. DO NOT FLASH OVER BOTTOM NAILING 8 UNDER DECKING 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with FLANGE (SEE DETAIL WP07) 2 7 projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. SELF -ADHERED FLASHING HALF ROUND WINDOW W P 04 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 7WPO 5 SELF -ADHERED FLASHING INSIDE CORNER W P 06 5. Where exterior porches, decks or stairs attach to a wall orfloor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built -In gutters. - SELF -ADHERED FLASHING DECK PROTECTOR SHEATHING _ - -- _ 7/8" Cement Plaster 7/8" Cement Plaster r in ASTMC926ce With in accordance with _. , - SELF -ADHERED ASTMC926 FLASHING PATCH ... .. ':. Felt backed metal' Felt backed metal lathe in accordance lathe in accordance „ SELF -ADHERED FLASHING PROVIDE MIN 8" WATER . _ . : with ASTMC 1063 - ': . ': with ASTMC1063 \\ DECK PROTECTOR RESISTANCE COATING AROUND ENTIRE PERIMETER f• , Building Paper Building Paper _ EXTERIOR FACE OF BLOCK, AROUND THE INTERIOR OF /, 7/16"O.S.B, j., % 7116" O.S.B. I! THE OPENING AND THE FULL PRECAST SILL- �,�,' , sheathing , , sheathing SINGLE ! , ,r DOUBLE JOIST , ; Metal% '. Keep top edge JOIST °` SELF -ADHERED FLASHING ,_ Flashing Of Weep screed SELF -ADHERED FLASHING 1 ,: 2" below top of 2 3 1/2" block 3" MIN Unperforated 4 Flange 7/8" Vulcum Weep Screed cuk bottom a O 5 jam only Maintain Metal Flashing SELF -ADHERED FLASHING 1HO.8362X:DECK JOIST 'J W P 0 / SELF -ADHERED FLASHING OUTSIDE CORNER Q W P 0 V MASONRY INSTALLATION FLASHING W P 00 Bottom of Weep Screed 1 1/2" to 2" 3-1/2" Unperforated Flange 7/8" Weep Screed Above Roof Sheathing 1/2" Cementitious Decorative Finish a o• All inside and outside corner will EXTERIOR WINDOW UNIT ° need to be miter CEMT. FIN. cut and caulked all Cement Plaster buttjoints need to BUILDING PAPER SLOPE SLOPE accordance with ASTMC926 °• ° ' becaulked using SLOPE 0.3 in : 12.0 in 0.3 in: 12.0 in (0.6 cm : 30.5 an) 0.3 in :: 30 (0.6 cm 30.5 cm) over wood 2nd floor Vulcum caulk for all (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING. WIRE LATH SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 112" Cement IV V SELF -ADHERED FLASHING Plaster Finish Block WIRE LATH 2 1/2" Perforated '" • Flange 1/2" Weep BUILDING PAPER BUILDING PAPER - Cement , 6, Screed Plaster over block ' - EXTERIOR 1st floor WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL $ 3 O _ Note: The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING W P 1 O SELF-ADERED FLASHING FWP 1 ING W P 12 SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD CEMT FINISH WINDOW SILL CEMT. FINISH PARAPET the weep screed. Z � Z 10 a w � 0 .a � O w Eo /v1 C o' Mn E (a O mew m NJ O�Mm 2 O °o °o ® c<� � Q Q P d ♦ Affiliations; A CI ♦ Consultants: r IAT �00 rJ O Q C .p11111RO i 11,011, %p*� IV Builder: I �a U N J 9 W h W o W o 1L1 LU U Cal o � p zo O $ O J S a. MO 0 I ♦ I Job Information: I O N IJ W z> 00 w O M d to 00 zM a a� - p�LvDo e JmU)U) LLS2 ♦ I Revisions: 1 YV 2 3 ♦ I Model Name / Number: 1755 ♦ I Plan Issue Date: Monday, June 10, 2019 ♦ KA PROJECT NUMBER: 19-3887 ' Sheet: � � Of: WATER PROOF DETAILS -NOV' UEC Q 9 2111r .r .. -n.. J � v r C} cn CL ff! ff! (1) T- > C S- CV td7 M CD t F ul �D T N CD n T N mm CO CD C4 LL LO CD v ) M T _ T C V COco E cn cn o J Z .� M -t-- Z5 p J co 0 1 0 r ■ ■ LM C E J p C Ln Ln W CL FILF COPY [SEC 09 znis 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B A +27.6 / -29.8 1 (R) +27.6 / 37.0 M A. m E) M. BATH N W iq 8' CEILING iD 3' 4" X 4'-0" fO 3'-3" 2'-1." 3'-4" 4'-2" TEMP. FIXED GLS. WINDOW CNTR. ON TUB '4 M 3x4 SHOWER O ?FS8 V O a ) 1 L , , , , , W.I.C. i 8' CEILING i Y N1 MASTER BA. OPTIONS 4030 (1) PC. FIBERGLAS SHOWER IN LIEU OF LINEN CLOSET 3'-4" X 4'-0" TEMP. FIXED GLS. WINDOW CNTR. ON TUB n C E � A'_°. 20'-6" 23'-2" 9'-9. 9'-9" I I - - - - - - - - - - - - - -( I I I I COVERED PATIO I SEE SHT (P) FOR COVERED PATIO INFO 20'-0" x 10'-0" I in m I 12'-0" I 8' 8" 6'4" 1 12',4" 10' 0" I O I © O © O 25 SH I DBL 25 SH I DBL 25 SH 2868 DEL 25 SH EGRESS EGRESS HOSE BIBB BEDROOM #2 GREAT ROOM DINING ROOMMASTER s2 8' CEILING VAULTED VAULTED Y 8' CEILING N i � r- 36" FLAT BAR � TOP ON 341h" 4 WALL 12.-10„ up 17'-2" 3'-8. 2, 8" 3,_1. 2'_6" L. 12'-10. 00 -...7 N C7 16"x 8'-0" PLANT v SHELF @ 8'4" AFF - - R/SH - - - - � ' 266 CTR ON INT RIDGE LINE M / • (A)` - ` m ______ INTERIOR RIDGE LINE .'�� o to N i BATH 00 NOTE: LOCATION OF ATTIC DBL SINK w 3 �sW \ " o p v o ACCESS TO BE VERIFIED a 2668 " Y Q N o¢ v to BY BUILDER r I 3 X 5.. in � 9,_4' 3._6. m 8,_11" 5,_8. 2,-3, 11'-8. M.c. VERIFY LOCATION 6„ W/ BUILDER �) ." L T I I SHWR KITCHEN' M. BATH `� ° to SH --+ VAULTED +'- , W CEILING - ij=ATIG w N St iACCESS; MIN. 22"x30' , i 2 , 3,-3" 2,-1. 3,4„ 4 2" z R J M W _ 4068 2668 2668 z 7'-0" 2'-4" 3'-6" 3%4" 4'-2" 5'-2" 2'-y" u$ FOYER 4'-10" p - 9'-0" CLG $ 0 i� � � a I 4 N n N M IL -LE ¢ N e, I iq P 2868 09 ,,. i BEDROOM #3 BEDROOM #4 I HANsoN lass to 8' CEILING W CEILING I O ° ¢ _ AFF 3 ' 36VY N ` 3068 'itq .I.C. LAUN 8' CEILING 4 , ¢ w/ (2) 1068 S.L. & m g CEILING Y vxi TRANSOM PER ELEV Er , 12'•10" 13,_2„ 9'-0„ i d •--------- -11'-8"------ © R SH / --- 9'-0" HIGH WALL 4„ © ENTRY RETURN DRYER VCNT BW2 THRU ROOF ' W.H. EGRESS- 2868 EGRESS 8' CLG H2 O 35 SH -' 35 SH MAX LGT 35' 9'-0" 0 15'-0" 2%0" 1 NOTE: BUILDER TO PROVIDE APPLIANCE ROTECTION IF REQUIRED Y MUNICIPALITY. o M3 SEE SHEET FOR DETAILS io 26'-0" 8'-0" PULL DN. STAIRS LOCATE IN FIELD L22 1/2" X 54" MIN _ _ ---- - -- _ - - - - a0 HANDRAIL C$31 2 CAR GARAGE " 1xs" 5'-10" 8' CEILING V 15'-6" 18'-6" 20,-8" rn LINE OF GARAGE DOOR -'---------------------- •----- G.T. ("B" ELEV ONLY) "y , i i SEE DETAIL MS03/S.1 ATTACHED TO CMU W/ 1 (1) JACK STUD W/ (2) ROWS 12d NAILS S1 ; STAGGERED ® 8" O.C. (HTT4 NOT REQUIRED) S-2 i HOSE O BIBB 16x7 OVERHEAD 2%4" 16,-0" I 2, 4. 34'-0" 20,-8. 54'-8° _ Site P FLOOR PLAN SCALE: 1/4" = 1'-0" ELEVATION ficil ST. Luck, county,Permitting _ FDOHI in St. Lucie County Environmental Health Ian P�pproved for Construction Supersedes All Previous Site Plans for CISTDS #56. " 19% & Well # Date: Fi I Reviewer: - © +26.5 / -28.8 I O +26.5 / -34.4 I +24.8 / -27.1 �> +24.8 / -31.1 ( (2 1 +24.3 / -27.5 1 �) +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 13 ALLOWABLE PRESSURES w J WALL LEGEND m o (D �J FRAMED WALL to UI ° Q - V/ I w BEARING FRAME WALLA _ x U - 'o ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING co 0 Ly w a o ATTACHED PER NAILING SCHEDULE ACT AS N i� a � ou SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. U no w dQ N ~ J y N Y MASONRY WALL = 0 S8 a S Ly N Q n ax Q q v d $ ♦ Affiliations: 5 0 c GENERAL NOTES E ♦ Consultants: 10 . R302.6 (table 302.6) If water based celling texture = B H material Is used, Provide'H' gypsum board for 16" O.C. Framing, or 5/8" gypsum board for 24' o.C. Framing. 3 R A F Note'h" sag -resistant gypsum board may be used I.LO. € S $ s Q " O1- � e Of 5/8' sum. 5 8" type "X" / gyp / yp gypsum board must be r s d V P installed on garage ceiling beneath habitable room(s). a "�. a 1 ( t, 2 R302.5.2 Duct Penetration. Ducts In the garage and ducts penetrating the walls or ceilings separating the y g" CD dwelling from the garage shall be constructed of a min- o � F v€ � ° om Imum No. 26 gage (0.48 mm) sheet steel, 1 Inch min- w aW g m z z imum rigid nonmetallic class 0 or Clessl duct board, 'g m g, W oeg tt9 m or other approved material and shall have no openings g s Into the garage. r R302.5.1 Door from garage into house must be a g g m ,.°p U" ;�y rrtr � m dk minimum 1 3/8" solid wood door, solid or a "�` ",a IVe honeycomb steel door, or 20 Minute fire rated door. E R302.7 Any accessible space under a stairway shall g + ; J O ' Ul ?_ be protected wlth'/�" gypsum board. ilk A� All doors and windows providing direct access from the �'�.. "'., h oV„ home to the pool shall be equipped with an exit alarm •� {p '+., iF-,•©+q� complying pr ssure rating of 85 db a at 10 feet.Theexit alarm shall ¢ produce a continuous audible warning when the door or W window are opened. Unless a safety barrier Complying with R4501.17.1.1 through R4501.17.1.15 is installed 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 the soffit if solid soffit is insteYed 5'-O" on eachi side of the venting. n m R302.6 The garage shall be separated from the u residence and it's attic by not less than 1/2-inch N ♦ Builder: (12.7mm) gypsum board applied to the garage side. H Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch N (15.9mm) type X gypsum board or equivalent. Where -��` W a M the separation Is a floor -ceiling assembly, the ; N (p structure supporting the separation shall also 0 N LU protected by not less than 1/2 Inch (12.7mm) r gypsum board or equivalent. 0 Q a U U �1 R312.2.1 Window sills In dwelling units, where the L z a O J opening of an operable window Is located more than N W J 0 Z � Z o cnI1-1 O N 72 inches (1829 mm) above the finished grade Or m V1 N O surface below, the lowest part of the clear opening of the window shall be a minimum 24 Inches E ! IG _5 W 1L of N (610 mm) above the finished floor of the room in 19 p = V which the window is located. Glazing between the 0 �. m W N O J floor and 24 Inches (610 mm) shall be fixed or have i0 ¢ U. uj q m openings through which a 4-inch-diameter (102 mm) sphere cannot pass. o ® z W �1 N 3 1Z R308.4.2 All windows within 2'-0" of doors and in ? g O 1mL 2 � O shower or tub areas will be saffey tempered glass. y o O J a M I. Gelling for exterior entries and covered porches to c have 7/16". span rated OSB nailed per zone on -o roof diagram nalling schedule or 5/8" CDX. "; ♦ Job Information: 1X T&G acceptable for substitution. cc .. EC: R402.2.4 Access doors from conditioned spaces to 0 unconditioned spaces (e.g., attics and crawl spaces) u shall be weatherstrippetl and insulated to a level � equivalent to the insulation on the surrounding a surfaces. !. Laundry Note: (Unless noted otherwise) Provide dryer v to vent thru roof max. Igt. 35'-0", washer & dryer units +O-+ (washer unit to be always on left side when facing ? M units) hanson box @ 36" aff m O to I. Porch Ceilings: (See plan for the following options) Option 1. Gypsum: exterior gypsum soffit board shall be attached to all < n Z > N > 00 framing members with 2x blocking provided at perimeter. N •� The gypsum board shall be attached w/ Type "W" 1'/n" W t0 fwi drywall screws at 8" O.C. In flied and edges.aw 0 Option 2. Piaster Base:00 LO 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking o. Z co °o H � U 0)d provided at perimeter. The OSS shall be attached w/ 8d 6" O.C. field ¢ J W co O •�'' O nails at and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. ,^ '^ J m V J V! LO EEEgm ♦ I Revisions: m `® SEE SHEET 3.1 IGC FOR DETAILS AND SCHEDULES AREA CALCULATIONS 1st FLOOR 1780 S.F. TOTAL LIVING (AC) 1760 S.F. GARAGE 427 S.F. COVERED ENTRY (BASE) 148 S.F. COVERED PATIO/LANAI 200 S.F. TOTAL AREA UNDER ROOF 2535 S.F. 1 2 YV O N 3 St. LUNUCMmty-- a w V Model Name /Number. ° 1755 m ♦ Plan Issue Date: N Monday, June 10, 2019 VI KA PROJECT NUMBER: Y 19-31M7 o Sheet: � Of: FLOOR PLAN