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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: 'STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS ie CAST IN PLACE CONCRETE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, CODE CRITERIA SHT NO: TITLE BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESS VE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS) A SLUMP OF 5" ----- PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, PLUS OR MINUS 1% AND HAVE 2 TO 5% AIR ENTRAIA MENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63, FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL - REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2- HOOKS SHALL BE PROVIDED AT DISCONTINUOUS EN ) S OF ALL TOP BARS OF BEAMS. FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25' AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO FART i OR 11/2- TO FORM U.N.O. NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34.43 TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A- 084A/ A1084M. WWF SHALL BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING. CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI A4 ST UC CO C C 318 Q ( ) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' THE 6", OR POLYPROPYLENE FIBERS FOR SLABS CN DE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE • (ACI 301.10) 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHA L BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES:1 A815M GRADE 40 U.N.O. REINFORCING FOR FOOTIN SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 20 B EDITION REINFORCING SHALL POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FO O TING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON AMA PLYWOOD DESIGN SPECIFICATION 12 E EDITION PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. S: A ALUMINU SOCIETY OF CIVIL ENGINEERS: ASCE/SET 7-10 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTHS SET IE AGINEER ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL - 2015 EDITION 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD FIRST ACT THE EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION S. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE 3. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A,F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL EIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE STRENGTH OF 1900 PSI ( I'm = 1500 PSI) 2, MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM I C270-12A. PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 VIITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACHEMENT E XTE OF 300D PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALLBE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. i AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS EXPANDED METAL OR 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, ROOF RAFTERS LL/180 TL/120 WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH + a/- Q. 11 GAGE NAILS HAVING A WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LL/360 TL/240 7/18" HEAD OR 7/8" LONG, +B GAGE STAPLES SPACED NOT MORE THAN 6 INCHES ON CENTER vERiICALLr - 6.. REINFORCING STEEL SHALL BE LAPPED PER DETAIL M505 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 AND HORIZONTALLY (REF- 2017 FRO R703-7.1)- 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND B AM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR I -JOIST*** tL/480 TL/240 GROUT INTO CELLS BELOW. THE USE OF FELT PAPS AS A STOP IS PROHIBITED. *TL MAX 2" UP TO 4OFT SPAN 70 PLASTER.. R 3 S. TEMPORARY BRACING AND SHORING OF WALL TO P OVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR **TL MAX 3 4" / .ERI CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER PLASTERING W/ 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS.. +*+ TL MAX 1/2" METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. WIRE 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 311314. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. GENERAL ROOF LOADING R703.7.3 WATER -RESISTIVE BARRIERS. WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING,SHALL INCLUDE AWATER-RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE TOP CHORD LL 20 20 20 20 PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD DL 7 7 15 25 IA 1 ACCORDANCE WITH R703.2. N APPROVED WATER RESISTANT BARRIER MATERIAL N CCO 1. TWO LAYERS OF A 0 ST ALL LUMBER C N D DRAWINGS RE INTEND 2SPECIFIED 0 RAW A FAD FOR DR USE ONLY MOISTURE CONTENT 19%0 E5 U.N.O. ALL WATERPROOFING Y Y( T R LESS),AND 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OFF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD LL* 0 0 0 0 SYNTHETIC HOUSE WRAP. 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS HAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD L 10 10 10 10 TOTAL (PSF) 37 37 1 45 55 SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. R703.4 FLASHING. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE, CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, BOTTOM CHORD LL (OPT) IN G STRUCTURAL FRAMING CAVITY OR PENETRATION OF WATER TO THE BUILDING ENTRY OF WATER INTO THE WALL A CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR Q STAINLESS STEEL FASTENERS. DOT SODIUM BORATE SBX DOES NOT. N N D ( ) ATTICS W LIMITED STORAGE A / 20 COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 • EXTERIOR WINDOW/DOOR OPENINGS. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. WITHOUT WOODEN TOP PLATES. • UNDER AND AT THE ENDS OF MASONRY WOOD OR METAL AND SILLS. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. (NON-CONCURRENT)COPINGS NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVQ BEAMS: 2.OE 12600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN CONSTRUCTION. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: /+ GENERAL FLOOR LOADING ' • AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS. ROOF DECK: PLYWOOD CC/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G AC GROUP 1 APA RATED (48/24), SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE, WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 10R 15/32" RATED OSS EXPOSURE 1 EXTERIOR CEILING LATH ATTACHMENT A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEE� PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: PER THE ASTM C 1063 NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED, TOP CHORD DL 10 (PS 1 COVER SHEET 2 FLOOR PLAN z M 3(1)FOUNDATION PLAN _ z 3.1 FOUNDATION DETAILS z J 4 ( N ELE.,TRICAL PLAN (1) a 5 ELE`VATIONS Q z 6 TRUSS LAYOUT to 0 S-1 LINTEL PLAIN L w S-2 DETAILS o v S-3 DETAILS 0 W E�oc6, S-4 DETAILS _ "�V�a0 h L 'Y u S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS $ 21 P-1 OPTIONAL PORCH a 0 ° M-1 HVAC x a $ o Affiliations: B AI.0�"• E 46, l E Consultants: T N ° c m A C w 88 N . JJ tf se 0-'sFSFf Nrn� s SS gg>�. y 0)Lq Q�y�au O m 8'"�Zafiv< a N M r` 8_ }` Fx"'C"O m ° ° � s EA:4(� a0.J Y\� 7.10.2.2 DIAMONDWESH EXPANDED METAL LATH, FLAT -RIB EXPANDED METAL LATH, AND WIRE LATH SHALL BE D a ATTACHED TO HORIZONTAL WOOD FRAMING MEMBERS WITH TWIN. (38.1-MM) ROOFING NAILS DRIVEN FLUSH WITH PRE -ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSI SEE FLOOR PLAN FOR ACTUAL PRESSURES THE PLASTER BASE AND ATTACHED TO VERTICAL WOOD FRAMING MEMBERS WITH BD COMMON NAILS, OR 1-IN. BOTTOM CHORD DL 5 (PSF) (25-MM) ROOFING NAILS DRIVEN TO A PENETRATION OF NOT LESS THAN 3/4 IN. (19.1 MM), OR 14N. (25-MM) WIRE 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STAPLES DRIVEN FLUSH WITH THE PLASTER BASE. STAPLES SHALL HAVE CROWNS NOT LESS THAN 3A IN. (19.05 MM) STRUCTURAL PLAN AND SHALL ENGAGE NOT LESS THAN THREE STRANDS OF LATH AND PENETRATE THE WOOD FRAMING MEMBERS NOT 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING LESS THAN 3A IN. (19.05 1 WHEN METAL LATH IS APPLIED OVER SHEATHING, USE FASTENERS THAT WILL -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. Y PENETRATE THE STRUCTURAL MEMBERS NOT LESS THAN 3A4 IN. (19 MM). - 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS o WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) 7.10.2.3 EXPANDED MIN. (9.5 1 RIB LATH SHALL BE ATTACHED TO HORIZONTAL AND VERTICAL WOOD FRAMING 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) o MEMBERS WITH NAILS OR STAPLES TO PROVIDE NOT LESS THAN 1314-IN. (44.5•MM) PENETRATION INTO HORIZONTAL 5. TRUSS ELEVATIONS AND SECTIONSARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) o WOOD FRAMING MEMBERS, AND 344N. (19.1-MM) PENETRATION INTO VERTICAL WOOD FRAMING MEMBERS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. - Y 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PATE . LI ATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITIONBRARIES READING ROOMS So (PSF) 7.10.2.4. COMMON NAILS SHALL BE BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH OR BE BENT 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGN D BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF)E 10 Builder: OVER A RIB WHEN RIB LATH IS INSTALLED. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, S AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL @HAND RAILS (d) 200 (PSF) 7.10.2.5. SCREWS USED TO ATTACH METAL PLASTER BASE TO HORIZONTAL AND VERTICAL WOOD FRAMING MEMBERS AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) y t1ti SHALL PENETRATE NOT LESS THAN 58 IN. (15.9 MM) INTO THE MEMBER WHEN THE LATH IS INSTALLED AND SHALL S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) _ W ENGAGE NOT LESS THAN THREE STRANDS OF LATH. WHEN INSTALLING RIB LATH, THE SCREW SHALL PASS THROUGH, SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS,''.AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) $ o o Q BUT NOT DEFORM, THE RIB. STAIRS 40 (PSF) E i� LLJ UPLIFT CONNECTORS FOOTNOTES W M *" d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG Q Q U 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 THE TOR w Z z • , f BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A MORE INFO. I NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR IW J HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO SQ. FT. N z N t7 E J W FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: Q o I� o U) i. MISSED "J^ BOLTS FOR W000 BEARING WALLS MAY BE SUBSTITUTED WITH i/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Engineer listed in the tltlebloek of these LL. IM W Is ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT.' SEE 2. WINDOW AND DOOR: SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN.. : documents that these documents be accurate, providing Licensed s z 'j LLJ p PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. - 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to C5 Ix ry 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO - 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to 9 ¢ m z THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to _2 0 LL O INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Deslgner/Engineer are not _ a PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations p 3. FOR DURING BOND JOINTS CONTROL OF CONSTRUCTION SITE. t LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All constrructionM MUST be In accordanprior accordance to the e MORTAR TO FOOTING ). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (FOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OFTHE Information found in these documents. Any questions regarding the " 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'A'x 21A' TITENS TO 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 plans should be directed to our Quality V Job Information: -MASONRY AND (7}1Gd NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LEIS USE 2 MTSM16 FOR UPLIFTS LESS THAN 1720# . IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE - '9 ( t) ) Assurance Manager r reimbursement immediately. r/ nglneebackcharges MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W 4 1 4" x 1 1 2" SOS SCREWS AND (5) 1/4" x 21/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE. RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER / O / / will be considered for reimbursement by the Designer/Engineer PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER without advanced notification and approval by the c NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM FOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. MISSED, CONTACT THE FOR FOR SUBSTITUTION. - Designer/Engineer. Payments will be made In accordance to the n terms of the agreement 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) noo 1.6d 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. O W c i Cq MASTER REVISIONS g z o 00 Uj DATE DESCRIPTION ; 0000 � CO 0 �o /� Y � DAMS m a� HOMES _lLE COPY FILE _j M (n cn � U_ Of Northwest Florida I E Revisions: R ED FOR m 1 ru CO COMPLIAN Y j 3 LUC11 COUNT Model Name / Number: I. 000 GULFB EEZE PARKWAY GULFB��E E9 FLORIDA �32"56� ST' BOCC DEC 09 E 1755 o .- -.. VT Plan Issue Date: pxaws�a Friday, June 7, 2019 AUG 14 2019 d V1 KA PROJECT NUMBER: MODEmL 170�5ST. Lucie County, Permitting 19-4063 osneer: � of: COVER SHEET WIND LOADING CRITERIA WIND SPEED ULTIMATE 160 MPH WIND SPEED (ALLOWABLE) 124 MPH. EXPOSURE CATEGORY B BUILDING RISK CATEGORY II. BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF H IGHT FOR TYPICAL SINGLE STORY HOME IS 151 AND FOR 2 STORY HOME I.. 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 (+ 27.6 (+) 27.6 10 29.9 0 37.0 (+� 26.5. (+) 26.5 20 (-) 28.8 (-) 34.4 O ( 50 (+) 24.8 (+) 24.8 O f (-)'1 27.1 (•) 31.1 I g 1 (+) 23.4 (+) 23.4 100 (•) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'•0" 16'•O" x 7'-0" 1-) 51.3 (+) 24.3 (+) 23.3 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.6 TO GET ULTIMATEN PRESSURES. MIND �� "._. " 2. a _END I ZONE ONLY W IN 4-0 OF ALL EXTERIOR BUILDING CORNERS. / 0 U GCO S * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE.. LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA 3. DESIGNATED AREAS WHERE THE. ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE MND•13OURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING, i ?P 3'4" X 4'-0" TEMP. FIXED GLS. WINDOW CNTR. ON TUB SHOWER O 2668 M.C. N I M. BATE 'n W CEILING 3'-4" 2'-1" Y � iv L O v " 24 8 4 io 6 1 1 1 0 W.I.0 0 8'CEI LING _-__---- _----_----, � Y NI 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 i f u io -------------------- COVERED PATIO SEE SHT (P) FOR COVERED PATIO INFO 14'-0" x 10'-D" O) ig I m 10'-0" 12'4" 6'4" gB^ 12' 0" 5'4" DBL 25 SH DBL 25 SH I 2868 DBL 25 SH 1 25 SH EGRESS EGRESS HOSE BIBB s2 MAETER BEDROOM DINING ROOM GREAT ROOM S' CEILING VAULTED BEDROOM #2 4 V N VAULTED 8' CEILING ti ~ ~ 36". FLAT BAR : Q :I TOP ON 341h" 117 '.. N WALL 12'-10" 2'-5" 3'-1" 2'-8" 3,-8" 17,_2" lu12'-1 00 7 2" 16 ; m .... ;. 4068 16"x 8'-0" PLANT ' °Q SHELF® 8'4" AFF - v N A . fc CTR ON INT RIDGE LINE R/8H v - CO) _________ --- '�•- - INTERIOR RIDGE LINE. --------------`--- - ----`---------- ` ----- 6� w 1 - 0 $ NK OF IRIFlED 00 BATH 3 ir ACCLOCESS TO BE VETION p 2868 - o I �' BY BUILDER m p \ C Q U� I o h M.C. ¢ 11'$" 2'-3" 5'-8" 8'-11" 0 m 3'-8" _ , 4^ q f p T J 6" VERIFY LOCATION W/ BUILDER M BATH HEN �� w m m 1 8'. CEILING ' ' VAULTED ' (' R/SH 11 , V - - 2" 3'•4" 2'-1" •' - � PRowoE �' ATTIC ACCESS 22 x30' a O z x R/SH u: N� `MIN i� a 2868 , 2868 40PS 060 3 '.5"` 5'-2„ 4.2„ 3,_4" 3,-6„ 2.4„ 7,-0" I1�II.::2.4 4'-10" '� FOYER , a 2868 0o I 2468 � ROOT v O BEDROOM #4 A BEDROOM #3 W I-^. , MAXLG 35 O w 8'CEILINI � 8' CEILING i m I8' CEILING ; LAUN. 3068 q SIM. ' ' 8' CEILING io W/ (2) 1068 S.L. & N y a TRANSOM PER ELEV cr3 `-------- -"'----- ' 9,-01, 13,_2' 12'-10" R/SH 9'-0" NIGH WALL R TURN � 2868 ENTRY a (EGRESS -gym' W.H. C2 BW2 BOX aN 10' CLG (ELEV "A") H2 12' CLG (ELEV "B") EGRESS '�-'f 36" AFF B 35 SH 4 '..35 SH NOTE: BUILDER PROVIDE 1 nr APPLIANCE PRO CTION IF ^ 4%8" 12'4" 9'-0" ^ REQUIRED BY MUNICIPALITY. SEE SHEET 4 POI DETAILS q _ PULL DN. STAIRS - - » 1 LOCATE IN FIELD 1 22 1/2" X 54" MIN: BM 16" SQUARE CD22 CD04 `------------ ' S-2 S-3 CD04LUMN s3 2 CAR GARAGE 8' CEILING 7'4" o 3" 20' 8" 8'-11" 25'-1" q m "1 LINE OF GARAGE DOOR m of •------ --'--' -` ---- - - --- - - - - - - --------'-- --.--.__ .i - G.T. (B" ELEV ONLY) 1 r ' 1 1 SEE DETAIL MS03/S.1.ATTACHED TO CMU W/ 1 S12 (1) JACK STUD W/ (2) MOWS 12d NAILS S-2 STAGGERED @ 8" O.C. (H7T4 NOT REQUIRED) HOSE 1 BI B 1RY7 nVFRNFAn FLOOR PLAN SCALE: 1/4' = 1'-0" ELEVATION "All & ttBtt 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / •29.9 © +27.6 / 37.0 O+26.5 / -28.8 O +26.5 / 34.4. O+24.8 /-27.1 F +24.8 / 31.1. [; ) +24.3 / -27.5 O +23.3 / -26.0' (9 w Z NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE Z 10 "ALLOWABLE"PRESSURES �; Z c� WALL LEGEND a a _ z FRAMED WAL:.. �l/T C9 m y "1'� W REARING FRAoF^E WALL °2 0 ;_ S u _ N 46 ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING `o_ c 0 W ATTACHED PER NAILING SCHEDULE ACT AS H " ^ E SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR m S. �_ ro STUD SPACING AND GRADE. w rx�7 s° m 0 MASONRY WALL 50 to v Q , d � ♦ Affiliations: 0 GENERAL NOTES E ♦ I Consultants: T G R302.6 (table 302.6) If water based ceiling texture _ N material Is used, Provide'h" gypsum board for 16" O.C. . N Framing, or 5/8" gypsum board for 24' o.C. Framing.:. g LU $ c No! o Note'h" sag -resistant gypsum board may be used I.L.O. Q $ ^ Z Ce c' Of 5/8" gypsum. 5/8" type "X" gypsum board must be Installed on garage ceiling beneath habitable room(s). g m e US .3 . R302.5.2 Duct Penetration. Ducts In the garage andCD r g g a ti 8 0 ducts penetrating the walls or ceilings separating the 8 UL Z < e ri N dwelling from the garage shall be constructed of a min- g,: m EUL W g o r- Imum No. 26 gage (0.48 mm) sheet steel, 1 Inch min- oo Imum rigid nonmetallic class 0 or classl duct board, m °� g, Z Eg'� ti - m m c or other approved material and shall have no openings a s e = r Hl"Tc8 i -, Into the garage. p y;5 `1'c (tUK'- gurface >; .9 g tin .11 Y1'i, (� x V. R302.5.1 Door from garage into house must bea g ,$ $„`° �.-°fir•minimum 13/8" solid wood door, solidor`°honeyomb steel door, or 20 Minute fire rated dor. E. R302.7 Any accessible space under a stairway shall 10 OJbe protected with'h" gypsum board. - r }- ¢• All doors and windows providing direct access from the ' s AC ' Qhome to the pool shall be equipped with an exit alarm °�C9 �0,00mplyMg with UL 2017 that has a minimum sound r� '- F,produce a oressure minous audiblelwarnintg whenxit alarm the dor oral) window are opened. Unless a safety barrier complying withR4501.17.1.1 through R4501.17.1.15 is installed Bathroom exhaust fans must vent to the exterior of the building exhaust toattic space and soffits is notacceptable. Ventilation shall be permitted to exit throughthe soffit if solid soffit is installed 5'-0" on each side ofthe venting.R302.6 The garege shall be separated from the>uresidence and it's attic by not less than 1/2-inch w ♦ Builder: (12.7mm) gypsum board applied to the garage side.Garage beneath rooms shall be separated from all u, habitable rooms above by not less than 5/8 inch N.mm) type X gypsum board or equivalent.. Where }, M the separation Is a florceiling assembly, thestructure supporting the separation shall also Wprotected by riot less than 1/2 Inch (127mm)NMgypsum board or equivalent. 0 ., IIM: U R312.2.1 Window sills In dwelling units, where the w z ® Z) opening of an operable window Is located more than w 72 inches (1829 mm) above the finished grade or VI Z W below, the lowest part of the clear opening E N J Of the window shall be a minimum of 24 Inches '' W LL (610 mm) above the finished floor of the room in o Q fe cc z Which the window is located. Glazing between the ID m W Boor and 24 Inches (610 mm) shall be fixed or have LL LU tets�t openings through which a 4-inch-diameter (102 mm) I5 z W p sphere cannot pass. CD = Ca.+ Z . R308.4.2 All windows within 2'-0" of doors and in ? o 0 LL 2 shower or tub areas will be safey tempered glass. u; 0 CI = N 0. Ceiling for exterior entries and covered porches to KI have 7/16". span rated OSB nailed per zone on. a roof diagram nailing schedule or 5/8" COX. 1X T&G acceptable for substltutlon. `o ♦ Job Information: 1. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) y shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces, ` 2. Laundry Note: (Unless noted otherwise) Provide dryer r vent thru roof max. Igt. 35'-0% washer & dryer units +�-+ (washer unit to be always on left side when facing 2 O W units) hanson box* 36' aff 3. Porch Ceilings: (See plan for the following options) 2 Option 1. Gypsum:. a y y N exterior gypsum soffit board shall be attached to all o z 00 framing members with 2x blocking provided at perimeter. N C The gypsum board shall be attached w/ Type "W" 1',4" W to M drywall screws at 8" O.C. In Bled and edges. VM TA �. y Option 2. Plaster Base: 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking n ` , m m d provided at perimeter. The OSB shall be attached w/ 8d V nails at 6" O-C. field and 4" O.C. at edges or 7d screw - Q J Wr^ = i shank 3" O.C. field and 4" edges. w J m v) U) Lo SEE SHEET 3.1 FOR DETAILS AND SCHEDULES AREA CALCULATIONS 19t FLOOR 1760 S.F. TOTAL LIVING (AC) 1760 S.F. MRAGE 427 S.F. NVERED ENTRY (BASE) 68 S.F. OOVERED PATIO/LANAI 140 S.F. T®TAL AREA UNDER ROOF 2M t.FI 1 YV 2 3 ♦ Model Name / Number. 1755 ♦ I Plan Issue Date: 7, 2019 ►1 KA PROJECT NUMBER: 19.4063 Sheet: 00 1p" FLOOR PLAN Of: GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONIC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LES OF FIBER PER CUBIC YARD RBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER4U FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 8 INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ASV. SLAB. HOOKED Fro DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 4 CONSULT W/ MANUR 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 REJNF. 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 BYASTM -1557 ( MODIFIED PROCTOR I THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. FOOTING SCHEDULE MARK SIZE DEPOT REINFORCING CAP. IMGRAVITY AP. F1-p 11-0' X CONT. 1'-0' 2 #5 E.W. SOT. 20M F2.0 2'-0' X 2'-0' 1.1-0' 3 #5 E.W. BOT. 7200 F2.5 2'6' X 2'E' 11.0. 3 #6 E.W. BOT. 1UXX1 F3.0 X-011 X3'-0' 1'-0" 4 #5 E.W. BOT. 15600 F3 3'A" X 3•,6• 1'-0" 4 #5 E.W. BOT. 21500 F4-0 7 4' 0" X 4' 0' 1'-0" 5 05 E.W. BOT. 28000 F4.5 4' 6" X 4'8' 1'-0". 5 #5 E.W. SOT. 34500 F5.0 5'-0" X 5'-0' VA" 6 #5 E.W. 607. 42500 F6A 8'-0" X 6'-w I.A., 7 #5 E.W. SOT. 51500 LEGEND Q • INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY 'FOOTING - INDICATES CONCRETE FOOTING 9 SEE SHEET 3.1 FOR DETAILS AND SCHEDULES 3" VTR 1755 PLUMBING RISER GRSL FOUNDATION PLAN SCALE: 1/4" = 1'-0" ELEVATION "A" & IFBII ID Z 8 Z 2 Q � pe 3 < 0 3 0 's > w i 0 W E2 to ? gMro f E $ U O :o`V N M i 0 o 0 Cy Q n 4 I O ♦ Affiliations: AD ID. 3 ♦ Consultants: i m N 10 o N �� m N y _ 88QQON 4k co4 Umm.az • —fit,�Y NO s O89_ �Q. Z�au Uj @$Q'40aC N LL `w s� C8gffoe t` �44 � yy'y. r n rye i V f J•.. i I ♦ I Builder: Q j � Lt7 LLl U ®I. Ca D La Oil: J N W G� F— rho Z LIL LIJ Z O M cyin 1 ♦ I Job Information: = I lL.7L� N � O� I— W j j N Z C) 00 W c co E d- cm � 00 (n N U z � to mIL i (3) O-jL�iIjD'r-I� I co 00 U) LLn LPL ♦ I Revisions: 1 YV i 2 3 ♦ I Model Name / Number: 1755 ♦ I Plan Issue Date: Friday, June 7, 2019 VI KA PROJECT NUMBER: 1"063 Sheet: 3 Of: 3 FOUNDATION PLAN BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(Plf) TOP BOTTOM NO BW1 16' (2)16d TOENAILS (2) 16d TOENAILS SPF UPLIFT BW2 16" SP2 W/(6}10d SP1 W/(6}10d SPF 402 STUD, (6) 10d PLATE STUD; (4)10dPLATE BW3 16" (2) SP2 W/ (6)10d (2) SP1 W/ (6)10d SPF 803 STUD. 6 16d PLATE STUD, (4) 10d PLATE NO BW4 16" (2) S6d TOENAILS (2)16d TOENAILS SYP UPLIFT BW5 - SP2 W/ (8}1od SPl W/ (6}iOd 16" STUD, 6 10d PLATE STUD 4 10d PLATE SYP 439 (2) SP2 W/ (6)10d SP1 W/ (6}10d BW6 16" STUD 6 10d PLATE STUD .4 10d PLATE SYP 878 NO BW7 12' (2)16d TOENAILS (2)16d TOENAILS SPF UPLIFT BW8 SP2 W/ (6YiOd SP1 W/ (6}10d 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 535 (2). SP2 W/ (6)10d SPl W/ (8}10d BW9 12" STUD, (6) SOd PLATE STUD, (4) 10d PLATE SPF 1070 BW10 12' (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 BW11 SP2 W/ (8}iDd SP1 W/ (6)-iOd 12" STUD, 8 10d PLATE STUD, (4)10d PLATE SYP 585 BW12 SP2 W/ )10d SPI W/ (6�10dl 12" ST)UD, (6) 10dPLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED 2x TOP PLATE TOP OF�WALL . /--DOUBLE `+ 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 WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH SEE MS03/S•1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. t 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 4.09 8 SEE GENERAL NOTE #BRG. WALL DETAIL IN FIELD AND EDG€, GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SPS, CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFD6/S3.10R 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" OSS PLYWOOD W/ Bd 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, BVV7, 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" DUI. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4) -16d TOENAILS 0 C2 (3) 2 x 4 #2 SPF DTT2Z W/ 1/2" WEDGE ANCHOR* & (8)1/4" X 1 li 2" 2145 SDS SCREWS C3 (3) 2 x 4 SYP .#1-OR- (4) - 16d TOENAILS 0 DTT2Z W/ 1/2" WEDGE (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4" X 11 2" 2145 SDS SCREWS FC5-1 C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** G = 6665 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 8x 8 P.T. #2 ABU88 W/ (2) - 5/8" ATR** G - 24335 C7 SYP POST & (18)- 16d NAILS U`= 2320 C8 3.5 x 3.5 P.L. 1.8E Fb-2400 PSI HDU5SDS2.5 W/ (14) 1/4" 21/0 SDS WS & 5/8" E x XY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5-SDS2.5 W/ (14)1/ "x C9 1.8E Fb=2400 PSI 21/2' SDS WS & 5/8" C OPY 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/ 21/2" SDS WS & 7/8" El " x OXY 6970 (WOLMANIZEDIFEXT.). ANCHOR OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb-2400 PSI : HDU8-SOS2.5 W/ (20) I/J 2 1/2' SDS WS & 7/8" EPDXY " x 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDUSSDS2.5 W/ (20)1/ " x C12 giil 1.8E Fb=2400 PSI 21/2"SDS WS & 7/8" EPDXY XY OLMANIZED IF EXT.) ANCHOR, OR ATR*** 7870 GENERAL COLUMN NOT S 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALK. WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP 41 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF (C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) Q ( n 6. SEE WOOD CONSTRUCTIONNOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (18E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs, PNEUMATIC UN NAILS: COMMON NAIL DIAL / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIAL -LENGTH NAIL SPACING 8d OA31" X 2'h" 0.131" X 2 lb- SEE PLAN RING SHEATHING SHANK ON ROO 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 A4" NAILS & TOP PLATE 12d OA48" X 3'A" OAST- X 8 IA- 8" O.C.(COMMdN) STUD WALL 6" O.C. GUN N L CORNERS 10d 0.148" X 3" 0.131" X 3" 8" O.C.(COMM N) STUD PACK 6" O.C. GUN L COLUMNS 16d 0.162" X 3'h" 0,131" X 3 36" (2) 16D(COMM N) SEE PLAN (3) 16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS -(2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) .BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM 4� 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 LS7A24 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.OE Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4' x 31/2" SDS WOOD OR (2) SIMPSON HETA16 CMU OR (2) SCREWS @ 16" O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2) -13/4" x 117/8' LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4' x 31/2" 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. (2)-1 3/4 x 18 LVL. 2.0E Fb=2600 PSI NAIL BEAM CONNECTION: PROVIDE (2) M6. TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS S. 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 SEE GENERAL HEADER NOTE #5 W/ 1 2X FLITSYP CH PLATE CH THIS SHEET OH3 (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 31/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" D.C-TYP. EACH SIDE HB (2) -1 3/4' X 7 1/4 ATTACH TOGETHER Wl (3) ROWS 1/4" X 3 1/2' LVL 2.OE Fb=2600 PSI BOB WD SCREWS @ TO- D.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'-11" (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 LINO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER, 6. FASTEN ALL HEADERS TO KING STUDS WITH (3)12d TOENAILS PER SIDE 7- IF HEADER IS NOT SPECIFIED CONTACT E.O.R. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. * - - _ ( )SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REFERENCE FMASW FOR STEM WALL OPTION 8" REINF. GRADE OPTIONAL CURB FOR F.F. VARIES SEE PLAN MASONRY* ELEV. O'-0" - - - i, • ' *'R W/ (1) - #5 BAR CONT. N ' �. ♦..: "tea ")• • 2 STORY: 20" X 20" •. REINF. cw W/(3 - #5 CONT. 16" (2) #5 SEE PLAN y ; ,ll�, REBAR 16" `(2) # 5 REBAR BEARING FIVII01 SINGLE STORY FTG 1/2"=1'-0" FM02 SECTION GARAGE 1/2"=1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REINF REINF: S E PLAN _ �F_F. SEE PLAN F.F. zo 8" MR N E CONT. iv 20 (3) # 5 REBAR FM03 THICKENED EDGE 1/2"=1"-0" FM08 2-STORY FTG. 1/2"=r-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR 2x BRG.. WALL " REFERENCE FMASW FOR STEM WALL OPTION (SEE FLOOR PLAN FOR MORE INFORMATION) PROVIDE 13" WIDE FRONT WALL FRONT RECESS AT GARAGE GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FLR. -yam t�yy ALIGN DRIVE W/ BOTTOM OF a • 4" 16" 4* (2) #5 REBAR RECESS & PITCH DRIVE R s. 2 STORY: 20" X 20". 4" CONC. DRIVE W/ 1/2" EXP'.. 1W/ (3) - #5 CONT. 2 STORY: 20" X 20" JOINTS 10" O.C. TYP. 16" (2) *5 REBAR FM09 I SECTION I,@ GAR. DOOR 1/2"=1.0" FM10 INTERIOR BRG WALL 1/2"=1'-0" ' 2 STORY: 20" X 20" 2x BRG. WALL (SEE FLOOR PLAN W 3 • #5 CONT FOR MORE INFORMATION) SEE PLAN 16„ K4245 8" 4" REBAR FM11 STEP DOWN BRG. 1/2 =1'-0" FM12 STEP DOWN NON BRG. 1/2" =1'-W i OPTIONAL CURB SLOPED GROUT SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x16" u4J -;, '- SEE PLAN I ELEV. 0'-0" WITH 8" CURB O N TYP. SEC. (1) #5 BAR CONT. �, (G.C. VERIFY) 60 1 , • • *'. ) , F.F. REINF. �, • _ _ - (SEE PLAN) d 2 #5 CONT. INSTALL LINING * - ,;R,'' • w ci 2 #5 BENT BARS W/ , MATERIALS PER FBC•R P2709.2 MIN. 25" LAP SPLICE fn N i 1 MUDDED FUR. 16" , •� �• SLOPED TO DRAIN 45 CONT. MIN. i FM14 SECTION @ RECESS SHOWER' 1/2 =r-0" FM18 TYP. STEP FTG. DETAIL 1/2"=ra" # ALTERNATE: " THE REINF. BARS SHALLBE GRADE REINF. < CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN < BY COLD BENDING THE BAR WITH SEE FND. FOR 1 MIN. BAR LAP OF 25" QUANTITY F ro #5 X 25' X 25" CORNER BAR ONE cw E ) FOR EA. HORIZ. REBAR, TYP. U.N.O. a (2) #5 REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 1D" THRU FOOTING W/(3) - #5 CONS. FM19 TYP. CORNER BAR DETAIL FI-I /2' = 1"-O'j FM23 TYP, FND PENETRATION 1 1/2'=r-o" STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (O.C.) IN STEM WALL d 1 STORY d 2 STORY b 1 STORY b 2 STORY 0'-0"-2'-0" 8" SO" 16" 20" W/ (2) #5 BARS <674# 61-8". >2'-0"-3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3 4" - 4'-O" 12" 12" 32" 32" W/ (4) #5 BARS 845# >4'-0" - 5'.4" 16" 16" 48" "„ W/ (5) #5 BARS CONT. & #5 @ 18" O.C. TRANSV. 1162# SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SEE CHART MAx. F.C.SPACING STATED IN SCHEDULE SPACING (0-.C.)C.) A A `uo' �� ' W.W.M.W" 2. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND W.W.M. TO BE TIED TO 05 CONT. REBAR . F.C. Aev. FDN. .WALL WHEN STEM WALL EXCEEDS 4'-0" FlBERMESH CAN NOT BE USED AND (1) #5 HORIZ. CONT. TIED TO i PER PLAN SPACING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO EA. VERTICAL REINF. BAR EE NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM #4 TURN BAR @ STEM #9 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO WALLS GREATER THAN CONSTRUCTION FOR MORE INFORMATION ) # CONT. TIED TO (1)#5 " -< <.`, " ' 4.G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK EA. VERTICAL REINF. e EA V TICAL "' R , R " ` ,18. FILLING IS TAKING PLACE FIN GRADE-S" MIN. - t v -c. 5.#5 HORIZONTAL CORNER BARS WITH 4'-O" LEGS IN KNOCKOUT BLOCK @ 16" TO TOP OF " e w " , 16" h * O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" STRIP FrG. - ." ";er; C. TALL (TYPICAL ALL CORNERS) COMPACTED CLEAN FILL ,;;. ,;. ° °. • • 6. IF STEMWALL IS WITH IN 5'--0" OF POOL OR WATER FEATURE FOUNDATIONS IN MAX 12" LIFTS •q^MIN. TO BE A MINIMUM 12" BELOW BOTTOM OF POOL OR WATER FEATURE. STRIP Fro. w/ Qrr of COVER .SEE NOTE 5 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. REINF. PER SCHEDULE d b 8.R.403.1.4 MINIMUN DEPTH; ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE (3 SHOWN) PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-O" TALL FMASW I STEM WALL SCHEDULE I NT3 cA \ �(D Z Z a Z N 0 Ell QJ h � p pLn Ln gMFE W pLLC� N .. ~ 0- 20' U h ♦ I Affiliations: BID+ / ♦ I Consultants: �rn 5g5�E' yNj 122 �, zo w+ a a t� N p, pNo Q �9qs. rol!� SEE Woo u) � IV Builder. r- a� YLa N Lu �4 U CL J4I N O w LL , mp LI. N z F W S O 0 O -3 Z M <'i P 1 ♦ I Job Irlformatlon: I O LJ � W :7�oC) CO w E m � 00 y(qq U z H�Um Ala _ 0Jw=)�� Jm(nU) LLnI° Revlslons: 1 YV 2 3 Model Name / Number. 1755 Plan Issue Date: Friday, June 7, 2019 VI KA PROJECT NUMBER: 19-40133 Sheet: ■ 31 Of: I SCHEDULES & DETAILS DEC 0 9 Z0119 LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. UVING = 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 1100 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 2,$„ USE 2 RED HEADS TO ANCHOR WALL EDGE OF WALL 24 WALL (FLOOR TO CEILING) VALTERNATIVE PROTECTION BARRIERIN.T.S. SEE SHT (P) FOR COVERED PATIO INFO W/ COVERED PORCH OPT. ADD CLG. LIGHT LOCATION CENTER OF PORCH AREA AND BRACE FOR POSSIBLE FAN PRE -WIRE FAN �__ / W/ LIGHT 91 U------------ Lf- J 61 / , Iam GPI -------------------- WP GFI y I �W/ LIiT / ` fN / w --- ---------;/---- - �'^— �- LOCATE CHIMFON-'-"--" / PLANT SHELF WHEN POSSIBLE. OTHERWISE R `\ - G�7 <M FOR L� / VERIFY LOCATION IN FIELD y I /' D/W / ( -(�- G ATTIC ELECTRIC I T J IF RE D BY COD ' AddI t� W.H. W.H. YN'220 GFI A W 42" AFF a "P 1 , ax o wI- -1 ATTIC ELECTRIC lil V w IF REQ_D BY CODE I mi xz ', d NOTE: / LOCATION OF METER ANDMANEL BOX / w w TO BE BY BUILDER. IF NOL GARAGE SERVICE _ ' DOOR IS PROVIDED A DISCONNECT SHALL BE ADDED AT METER LOCATION. / GFI@ - 42" AFF GFI FOR GARAGE I I I I I I DOOR OPENER --___--- ____________________ , I I I I I HOSE I I I I I I I I I I I , , , BIBB I I ; I I Y ___ --� Y COACH LIGHT — _ — " "— COACH LIGHT III��0 I I DOOR \ BELL WP GFI \ m rl COACH LIGHT I NOTE/ KEEP COACH LITES OUT rBANDING, QUOINS, AND OUND COLUMNS WHEN / POSSIBLE. REFER TO ELEVATION FOR TRIM. \`I I K OPT. AN PREWIRE V (l i I K C PT. AN A /PREWIRE Ll I / Lr \ II c-D1=� ®T. FAN A PREWIRE v ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELEVATION "A" & "B" BIBB 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 FINISH ED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT !. ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH ILL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBCR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR ILL 2075, GAS AND �I VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. ! S. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE ILL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBCR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100%CFL BULBS ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH /� FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE � TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX o CEILING FAN (� OUTLET 110 VOLT SPLIT SWITCHED OUTLEF GROUND FAULT INTERRUPT '2 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT U 220 VOLT OUTLET p-- DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL TV T.V. CABLE OUTLET L= DISCONNECT SWITCH ' TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® L.E.D. DISC LIGHT JUNCTION BOX O WATER PROOF RECESSED LIGHTING TO THERMOSTAT BATH FAN 0 LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT 1 C INTERCOM SYSTEM ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 150 OR 200 AMP SERVICE 150 = #1 COPPER OR 2/0 ALUMN. 200 = 210 COPPER OR 410 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 150 OR A/C DISCONNECT UNDERGREOUND 200 AMP SERVICE B POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS. TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL It 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #8TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER e) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED To CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERLALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. Z Z 1f S 13 V^! z 2v 0 w E29 t!) C M F: E F m o� u U rnvVao o" w pLLM(D O y N 0 = rac�0) g� Of<n h Q P d Affiliations: Consultants: ro W� m N 8 oi1g�$ Q$�rni ii u' E_6 eE U wmNo_ U 9Xr 55 a = LL a rl l -wwl U mNs a s O g <.RN N `w gI,.mc Zv `�,� ZZ mmIw �ujPB z 3z r wmomp32m � V 88 D M z J Q YR w LLB �� w IV I Builder: � C4 1 LL1 mQ U mc CLLLI J Lu Z a 9 o O M C7 e 1 ♦ I Job Informatlon: L.L M O X z W ') ' \ c m E t cm � Do Q1 z o_jWZ� m m N J m (/) w LOCO) LOi 1 Revisions: 1 YV 2 3 TI Model Name / Number. 1755 lf�Plan Issue Date: Friday, June 7, 2019 KA PROJECT NUMBER: 19-4063 Sheet: 4 Of: ELECTRICAL PLAN I,ce A 2% TOP OF BLOCK WINDO HEAD HEIGHT _ ■ G LITE TEXTURED DECORATIVE o CEMENTITIOUS COATING io 25 SH FIN _FLR. COLUMN DETAIL SCALE: 1/2" =1'-O" ROOFLINE WITH "C" ELEVATION Ile 48" OFF RIDGE VENT 48" OFF RIDGE VENT 48' Off RIDGE VENT 48" OFF RIDGE VENT SEE SHT (P) FOR COVERED PATIO INFO (2) 25 SH PILASTER DETAIL SCALE: 1/2" =1'-O" 2868 PI DOOR (2) 25 SH L .00K RIGHT ELEVATION "B" SCALE: 1/4" - 1'-O" TOP OF BLOCK _ SEE SHT (P) FOR COVERED PATIO INFO WINDOW HEAD HEIQ11- _ _ _ O ro ao io 25 SH _ FIN_FLR. (2) 25 SH REAR ELEVATION SCALE: 1/4" = 1'-O" TOP OF Formula = SF / 300 / 2 * 144 = net Soffit product provides - ON CALCULATION ie5 of venting needed equally for Intake and exhaust 4.121 net sq in / sf (fridge vent provides,"", 138.00 net sq in/ sf verhang distance r•2°?: 1.33ft F. of Area to be vented (SF) 2395 s.f. _ )tal needed for exhaust for upper 1/3 575 netsginches )tal needed for intake (soffit area, lower) 575 netsginches umber of Off Ridge Vents for upper 1/3 needed 4 F. of Ridge Vent needed (can be used incombo with ORV) 32 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING LEFT ELEVATION "BI' SCALE: 1/4" = 1'-O" TOP OF BLOCK s c ro FIN. FLO _ rrwlN I CLCVH n IVIN "15if SCALE: 1/4" = 1'-0" 71 (D Z c Z 10 Q N J y a m Z G N NN � W U Y r � � •� o V r- "LnW EOr� o O w Y m V V c C) a§ a c Y ♦ Affiliations: 3 E ♦ COnsultants: cl N LLj alai C gj .� a w o C ` ar t• 0 Za f c ¢ E g��•e• < : Q ; a m ♦ Builder: . ffi c Yf W tr1 �m $ m Y N LLJ 0 rw a U W _ z ac Z) 70 E rp N N W � NO J uWi �- F—t w N P G M W a o ® z r co p o 0 � z O O a� s (nto in a o ♦ Job Information d v m a d P O }, a � W > > Z � 0)) M W w � E E m 0 n • H M W 16 m i Q) a J LLI O m i) (n Ian li g♦ rRevisiony, m 1 yV @ 2 0 vi 3 ♦ Model Name / Number: 1755 Z IFI Plan Issue Date: 7, v Friday, June 2019 W ♦ KA PROJECT NUMBER: �i 19-4063 a o Sheet: ELEVATIONS-B r-a I C ('_ 'Y ncr 0 9 2019 BEE DET. TB03_ G.C. TO PM BLOCKING' W/ ARA RE( FOR SPAN I 7/16" OSB SEE DETAIL 20'-0" MAX 20'-0" MAX * * ALTERNATE SPAN RATED 32/1.6 SHEATHING MAY BE USED 32 16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 16/32".) IF 16/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP ECTIONS EQ. O - - - - w Q CONTINUOUS BOTTOM CHORD " X" BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL TB04- - - - 4 (VIDE DETAILTB01 - '0 COMPLY :OMENDATIONS- IATING OF - � q TB03/S4 — — — a Q — — — — — � It 4 x�1 4 � 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 LAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 4 FT.------------------------------- O � A I 2 t______________________________________--------- R. ' O 1 O 5 . 4 Fr. 2 5 Ft. 4 Fr. �2 Y f I 1 1 I-G OO4 FT. 4 FT. O O 4 Ff. D ROOF NAILING ZONE DIAGRAM O NAILATBASE 2ROWS @4"0C..W18dCOMMON NAIL ROOF NAILING SCHEDULE. O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL O NAIL OPENING PERIMETER @S'O.C.YW8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O ZONE 2: 8d RING SHANK NAILS @ W O,C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0`IN FIELD STAGGER ALL VERT, JOINTS & NAIL @ 4' O.C. W/8d COMMON NAIL (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE Tod RING O PLYWOOD SPLICES@HEADER - NAIL SHEATHING TO HEADER NAILS 4" O.C. SHANK NAILS) Imo` O W/ 8d COMMON @ (2) Bd NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL -1T ROOF SHEATHING: (APA RATED EXPOSURE 1)1/2" PLYWOOD MEMBER IF GABLE END (TILE) OR 7116" OSB MIN. (SHINGLES) SPAN RATED 24MG NOTE: Sd NAILS FOR WALL SHEATHING MUST BE MIN .1310 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 S6GA x 13/4' STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1 8" 15l32" OSB (2). 2x TOP PLATE 16/32" OSB SUREI EXPOSURE BEYOND SHECXPATHING SHEATHING SHEATHING — II II )I I II II II If 11 I I PROVIDE I II BLOCKING AS II If REQUIRED PER II - SECTION X-X IF NOT FULL ll II HEIGHTSHEET jZ)II 11 11 II II II II H ® �LOOR SYSTI FSFSIdYb14M11pI4a1117INTe1 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM rJB" I — 11 — — 1I- — FIT— JI II II II SOLID 2x 1 II I II II II II ''ll BLOCKING@ALL =W SHEATHING m III III I I II II I I II I I jr- EDGES (SEE o w SECTION X-X) N z III OPENING II II III III - 1 - - II I IIIf Z., I f II II ll _ - IN II II III If 11 II I II I II 11 II 2x STUDS w °w I I. IT 1 BEYOND. N III III 111 I if If III I I II I 11 II I 1 It 11 II I I I It 11 1 1 III It I II SEE PLAN j 02 I HORIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL SPACING ~- 2x4 P.T. BASE PLATE BEYOND SEE PLAN U1 Cl W a0�0. - N siwl U. p0 OOF f p IF~i u. _iD NW00 NW 'MIX TY 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 W/ (4) 8d NAILS (2) 8d NAILS (@ 3" O.C. ALTERNATING STAGGERED BLOCKING SECTION X-X "CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE T11313 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T-S. CONNECTOR SCI TRUSS To BEARING POINT TRUSS ACTUAL UPLIFT C1-CS, E7, H7 L/R- 478#or less A01-AO4;A11-A14,DO1,D01B,DO3,:DO4 L/R - 812#orless: -A05, A068-A08B, A09 L/R ': 828#or less CSC, 113C, E3, H3 L/R 457#or less. HIS, CIP, C3P, ESP L/R 140#411Rie�, FOI, F02 L/R 499#a, less ASO L/R -2170#or less .LOT -w2 L/R -765#or less A15 L/R -1988#.,less AIO SUPPORTCOLUMN R -2163#orless TRUSS MANUFACTURER: PROBUILD DATE OF LAYOUT' L- LEFT,R = RIGHT&M=MIDDLE BEARI NGS BEARI NG LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURERS TRUSS DRAW I NGS: ' ALL CONNECTORS ARE SIMPSON PRODUCTS E FOR: ADAMS HOMES - 1755 ELEV B CONNECTOR UPLIFT CONNECTOR to DESIGN RATING FASTENERS ETAIG/PERTRUSS MFG 1810# (9)10d 1,11/2' 'HETA16 / HETA16 1810# / 1810# (9) 10d x 11/2' (9) 10d x 1-1/2' 19) 10d x1-12 "HETA16 /. H10A 1810#/1340# " TUI)iidd xl1/2 ,I$J$U TOP,PLAT 110A/PER iR 5MF0 1340M TRUSS LAYOUT "B11 SCALE: 1/4" = 1'-0" SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MAR( TYPE CONNECTOR& FASTENERS SPF SYR CM84EC II FASTEIJERB SPF EYP FRAMETO HETA18W19)1NXI1/YOR 1]75 MAtOw/h011W xi TOMO MA80NRY HETAMWI011Nx11M" 1810 NTA20WPOSINx1117 1585 IBIS OE FRAME TO FAME 0)ee NAY w.5AW0-S MI SOD RTTA W (10)N NAILS NO 070 ©. FRMIE TO HIDAWKie)iNxl l/2" 1015 1340 RTISAv0(17H0dx114' 1160 1380 FRAME HIOARwAI8)I0dxIIWAT2PLYTRUR9ES 1070 1Mp RE1&2wK16110dxl IWAT2MYTRU9SE9 970 1100 OFRAME D TO MTS12WI14)1NxI IVATEMEMOR IN MTW12WK14)10dx11Yl1ATDOEAIOR FRAME LOCATION NCl1AE B 12E TOENN ION LOGTDNINCWOE 124TOENMLB) INS 1195 OTPOUETO MGTW=1N NMLSANJ S9" A.T.R W 1TM9 STBU MlKTT15 wK28)1N NMLSANDSAC A.T.R. W MASONRY EEDMENTWSMP8ON'BET'FPDXY eBN iT fMBEOMEMw/81MPSON"SET"EPDXY 9eN gg8p O FRAME TO NTS2OI,4UT10dx11/TIATEXTERIOR NTW90 wKTd1104xl tF2•(AT E%TEPoOR FRAME O LOCATNINCLUDE(3)12tl TOENAILS 1245 tAT LOCATIONINCLUDE(3112UTOEWULS 12M 15N FRAMETO (1)HT820 wK48)iNx11fY'V4T EO(TEROR HTWO) INVY TEXTERIOR FRAME LOCATION INClU0E 8)12d TOENML8 2490 29m ILOGTpNINCLIDE18112dITOINNL9E 26RI N30 VT LO ©FRAMETO HGT4WiU1NNMLSANDaU5sS' A.T.R. HUOT2W HB)10d NAASN2019)S,6' AT.R Z MASONRY w/IT EMSEOMCNTWeMP80N'8ET" 8985 10880 w/tY ET(BEC1ABff wl91NP80N'SEr 7020 Slow — L''1 MOW(HGT4 FOR bM_Y) EPDXY NUGI9 FOR 3RY) Z O RUN.ETO FOTRW(1 tw','3'909 WOOD9CREW3 RFW w11121WN W00p 8Q4EW9AID � H MASOMV AND (2)12x5'TREN HDANCHOR BOLTS Naa NaM)WxCWED0E4BOLT Wm. N00 ti Z L�7 FAN£TO 121LGT2W-17TE SLVIOER9 &(A) A (21 LUGi2W19211N SIMffAS&(10j Q QQ JZ FASOMTY/ 1/4'x2W(32)EN(2NI(ERS 95) 3M04A 4300M V4"xT WEIX9E-BOLT I2 PLV TMA991 310BM 31mM J FRAME OR(2S)16dBINKERS FOR F--FAME EAI 3510f 4100-F OR(34ISO 81NER8 FOR FRAME([A) SMO-F 452DF a FRAMETO (2)LGTBW(24)IAVxTaDSSOIEW8 PLUD"V94)19'x21&W92N ©3 M490TAYl flM)141'xb'TREN (2 PLY TRU93j gCREYN91(4)3B'x6'W&(2 PLYTRUS3). Sys 7700510 FRAME OR(S2)iNSINKERSFORFRAME(EA) OR(58) 1N MNERS FOTi FPAME(EN Q) O BEAMTO HU4100PTHUG1DW08)1N&TO)10d GWYBBU HGIOOPTHGIOFW0N1N&(10)10s1 SEAM NNLs WM NML9 WI9 OBEAM TO MI4100PT NUGiOWII�TITEN W4pW HG IO 0" H041 OF W(181 W' x 2' W366 wsoO IW23M'&(101IOd NAL6 wim wEDGEADLT&UO)SdNAL6 U819 ©BEAM TO MA80MRY) HU40 OPT HUGBW(8)1N INIL9 & (12)IM'x2N'TIt N(TOMA9.) wuO Gk3N0 NG6OPT IRIIBW(8)1N NAL88 WIND N30 FRAME OR112)IW&1�iN(FORFPAME) U493D SYP-F Lw11w SYPl4 (12)IM"x93M'TAPCON8(TOMAS.) OR(12)1NB(8)10d(FORFRAME) W1149 SYPT UN11 SYP- 12J HETA16 OPT (2) HETA20 2035 Us HTA15OPT (2J HTA20 158E HIT OM MMSOMOY IRYw/(10)10dx11001I 2&OH I.PLYW(IO)1010170R 3170 2-PLV W (12) IN 2H Y W (12) IN HTSMi6W (8)1 ND 141 V4'21M' 1010 11]5 HTWMIB W(871�G �a D14)1Mk1914' 1145 1 FRAMETO TAPCON iAPDON9 N O MA80FdiY HT9W20WIIO)1NNNORLB AND (4)IM"21M' M20 W(tOjiN NALBAFD (4)iNk13'4' TppCON9 1010 1176 WEDGE -BOLT 1146 1 OFRAMETO H1m WR`INITII/YNM.SA D(2)16'M' g15 UGT1wl(8)Nx11WNAILBAND(2) MASONRY RTANHO 10E5 e/8'W'WEDDE-BOLT gp5 1 FRAME ° RR2Zw/Ip)V4'x112'6DSWOW OT&T2W(6)V4•xll?WWSWOOD O MASONRY 8CF£W6 PAID N)IR'HWA.EPDXIEDW less 2145 SCREWBAND(1) IW2 A.T.R.E IEDW 1 61MPfiON'aEr 6EE NOTE04 61MP60N5M MIENOTENI H�5 W(20) IWV 10 NAILS AND (1) MI'M HTT45 RU) IN212 NMLSAID(t) OFRAMETO MASONRY A.T.REPDXED W9MP90N SET' MIT 6090 313.0 A.T.R. EFOOED M 9&ESON'SET" SEE NOTE #4 BEL SEENOTENSEL0 HTT4W TOINx212NMLSAND(1)6l8"H HTTMW(i6)iN#1211AILSAFDE) OFRANETI MNRY A.T.REFOXEDM9MP9Q4"9ET' 3N0 423p Sl3'BA.T.R. EPDXIED W9MP90N"9ET" 41 EENOTE #4 BEL SEENOTEII48EL0 TO F RAMIE H108 W D411N x11W NAIUI 6T0 1010 LUGTi W G'HI N xl JAY NAILS 8B6 1 OFRAME TO HUSKTW/14)1M'x11R'SDSW000 805 RT10Mwi(811Nx11R'NAILS& MASONRY SCREWS&(a)1IPX21/4-TAPL'ONS 808 4) 1W x 1&4' TAPCONH 1395 1 OV M�NNV MIT w/(16)1M"A"sus wow sCREWS & (1)EW➢SAT.R EPOMEDWISIMPSON"SET 309 4940 W iT MN. EMBEDMENT To (2)VGTW(32119k 61DGWOODWREWS OFRAME MASONRY &I216IF0AT.R. FRpXIEO W9MP90N MIS 7135 'SE7"W iT MN.EMBEOMpVT O FRAMETO VGTwI(i6)1AwwSWOODSCREWSB HDUI-9D92bw1110)tM'%2 VT 9DSIMOOD 32N MUOTI NAW9AT46W(I8) (22) INNAIL" FRAME 8CREWS&(/)5/8'6ATA. 4&85 IN IN NNL68 D)5R'B A.TA 121 HTTOW(52)iN'21r. RNLR 41 OFRAMETO (2)HTT5W(52)I6tlM15-NAILS& 437! 437b FRAME OJ dlB'H A.TR.(9EE NOTE M4J 5080 80)&B'H ATR (9EE NOTE#41 "CDONECTALL 85090 '2j 121T0ENA&& 1 FLOOR TE)&W0SSES TONTERORSEAMNONA)OD 2 ALL COIENECRONSA N. L EEITR MAY USE NNECDON9,9EEF' SP CONNErrIO ESEFRMA7Id(=,_,NFORU.N ECTOIR PLY O'. FORSINaLE MO IIS, BOAS ON FUL 4 F00.8NOLE PLYTRLIBBEB,BGBON FULHEIOHi BYP qi 2"vi'701�I1B8 VERTIGL WEBWI2)ROWS OF IN NALBQTO.O. 87AOOERM. TO T%IANWICOM1ECTpR ROWS 5. MINIMUMATR EMBEDMENT:7 EMBEDMENT FOR V? A.T.R. O'EMEftMERTFORyTAT.RTE& .MEWFOR]l8'ATR(IFATSTEP, DEPPI SI FROM LOWER SLAM. OA MNIMALCONNECTORUNOONFRAMNOPIAN I CONRECTKRFOR ALL ROOF/ROORIHIFJ9E9 TO MANONRYWALLNILRLTEDWICF WALLSUNOON PLAN 2, CO WTIONATWORWO.C.PENDINGVEnCALSFORALLFL049TRU6 PARALLSITOMASONiY WALLS SEE DETAL F812IU3FOR MORE INFORMATION 3. LONJECTIMN ALLHF.IACK(OWNERJACK)TOMA90NRYWALL:MMWALL9AlN Us 4. CORRECTION FORALL GONIINUOUSRNI SOMDTOTOP OF MASONWATW O.0 MAX. W(2)AT EACH GORIERG.C. OIDOES NOT TOD 9FARPLICABLE)LAYOUT TRUSSESAA1NQ 5. COMNECTALL FLOOR TRU66E6 TOIN]E0.OR SEARING WOOD WIILLJ®Eq(IIS w/(2)12d TONNL6 O MNIMALCONNECTOR UNO R4FRAMNO PIAN 1../ ECTON J TRU6 TOWOODWALL �C° ACA MNIMWLCONNECTORUNOONFRAMNGPLAN G1r254s a Z D6 /VI 7� (� Po AS 05 00 D I� UU M M Oe U Oy 5 r N 9O CL pLJl F m o u 275 _ O Dy ££ aV 0 roW Q P g w O ♦ Afflllatlons: °� Alo3 3B5 � 6iDq i 't E ♦ Consultants: T 5Ns p €7 IIIN� LL L) mMF C'w�@ (/)VIC SO m L wH D�BwQ�'~€i2aa N HrOde 6{�Ig�rn \\WO_•..��'t�i'� C -z''. ,�` WwrV$ , N qE • •� O V C !I A4 C Yy' 7}� - tq 00 V Y `o r 0 ROOF FRAMING NOTES 1:TILE ROOFING SYSTEM (SEE ARCH.) OVER MIN. 1/2" COX (4 PLY) PLYWOOD, SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) OVER MIN. 7/16. OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-C" 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 ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER. OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'SMAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST ° '�—METAL DRIP EDGE C.M.U. OR ICF WALL 2 x SUB FASCIA SEE TYP. WALL SECTION —ALUM FASCIA 2x BLOCKING NAILED 1X2 MIN. P.T. FASTEN TO TO TOP CHORD OF EVER C.M.U. w/ 1 1/2" LONG OTHER TRUSS w/ T-NAILS ® 2'-0" O.C. (2) SOd NAILS AS SHOW SECURE )-CHANNEL ® 12" O.C. CONT 2x 4 NAILED TO BLOCKING w/ (2)12d CONTINUOUS VINYL OR ALUMINUM SOFFIT ®G.C. SHALL VERIFY SOFFIT MATERIAL CAPAQITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE. TYPICAL SOFFIT SUPPORT DETAIL FI R ♦ Builder: U) E iW c" N LtJ G to U = z ac ZD E N w W w N O J E E CE % t J W LL Q o W 5 N Q R ® �� a s G O 0 3 ci LJ6 M � c 12 o ♦ Job Information: 3 D = 0W a > > � o z i o00 m ,� _ E M m > � 00 v s P F-�U m m moo. L J m (!) w L1,00 ♦ Revisions: o 1 YV 03 2 @ 0 ,if 3 Y � VI Model Name /Number, 1755 N LI d�7 ♦ I Plan Issue Date: May, June 7, 2019 a ♦ KA PROJECT NUMBER: 19-4063 'T Sheet: Of: N ROOF PLAN - A DEC 09 Zll U MS03 M RGMR dT YfJ' MIN. N RaIXD H/]' CLEAR fi '8 9 RGCnR xT ®°T-IX' O OF LNM CAV'TY fa`WG PONG TL'a'ACNK P 0' ow NLNTEL NAP FDl e" xcnlxx wo-x TYPE DESIGNATION = . Gt�GD W N fiPGUI / U. YNF44iD r IJIARtITT G4 N RkOdR dY 901TOY W LINTeI CANtt SF16-IS/IT NOItlR4 Udm` L quaN-iT" °F 9 MFr.R'dL 1M-'G-IT a.a l TOP MATERIALS 1. fo precast lintels = 3500 psi. 2. fc prestressed totals =6000 psi. 3. fc grout- 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength =1900 psi. 5. Reber provided In precast lintel per ASTM A615 GR60. 6. field mbar per ASTM A615 GR40 or GREG. Prestressing strand per ASIM A416 grade 270 low relaxation- T. 7/32 wire per ASTM A510. S. Mortar per ASTM C270 type M of S. GENERAL NOTES 1. Provide full mortar' head and bed Joints. 2. Shore Filed lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All Iletels meet or exceed L/360 vertical correction, except lintels 17'A" and longer with a nominal height of 8" meet or exceed L/180. S. Bottom field added mbarto be located at the bottom of the lintel cavity. 7. 7/32" diameter wine sbrups we welded to the bottom steel for mechanical anchorage. B. CasLIrNMace concrete may be provided In composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysts per ACI S18 and ACI 530 101 mel min. depths are called = on Ilnal plan. If contractor Installs a deeper Hotel than Indicated on the plan, doing this Increases the strength of the IInMI and is approved without engineering letter. if a smaller lintel is installed contact ECH for approval. SAFE LOAD TABLE NOTES 1. All. values based on minimum 4" bearing. Exception: Safe toads for unfitted lintels must be reduced by 20% If bearing length Is less then 6.1/2". Safe toads for all recessed lintels based on 8" nominal beefing. 2. N.R. = Not Hated. 3, Safe loads are total superimposed allowable bad on" section specified. 4. Safe loads based on grade 40 or grade 606s1d rebar. S. Additional lateral load capeclty can be obtained by the deal Etter by providing addlonei relrlfeced masonry above the precast lintel. 6. One #7 repair may be substituted for two #5 mixers In W lintels only. 7. The designer may evaluate concentrated Leeds from the safe lead tables by calculating the maximum rNisting moment and shear at d-away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads In units of pounds per linear foot. TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6) - 1Dd X 11/2 ,�__SPS OR BPS FOR 2x6 AND 2x6 WALLS LINTEL CHART w/ GRAVITY &UPLIFT LOADS FOR: ADAMS HOMES MODEL 1755 ELEV B STANDARD LINTELS, LINTEL MARK LENGTH SAFE GRAVITY IOADJ{# PLF) APPLIED GRAVITY LOAD {# PLF) SAFE UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 4'-4" 5206 PLF 563 PLF 2362 PLF 350 PLF 8RF14 - 1B / IT (2) 17'-4" 950 PLF 192 PLF 405 PLF- 125 PLF SF16 - 18 / 1T 3 1 7'-6". 2661 PLF 649'PLF 1624 PLF 391 PLF 8F16 - 1B / 1T' 4 7'-6" 2661 PLF 1383 PLF 1624 PLF 978 PLF 8F16 = 1B / 1T 5 4'-6" 6113 PLF 192 PLF 2707 PLF 125 PLF SF16 - 11B J 1T' 6 4' 6" 6113 PLF 1389'PLF 2707 PLF 996 PLF 8F16 - 1B / 1T 7 5' 10" 4360 PLF 1389 PLF 2080 PLF 996 PLF 8F16 - 1B / 1T g 5'-101, ' 4360 PLF 657 PLF 2080 PLF 395 PLF 8F16 - 1B / 1T g 7'-6" 1 755 PLF 525 PLF 506 PLF 283 PLF 8RF6 - 1B / 1T 10 4'-6" 1 6113 PLF 192 PLF 2707 PLF 125 PLF 8F16 - 1B / 1T NOTES: 1. ACCEPTABLE LINTEL MANUFACTURES INCLUDE: CAST-CRETE OR QUAILTY PRECAST COMPANY ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE PRODUCTS.) O 10 WITH OPT. OILS BILK ONLY PRECAST'U" UNTEL w/ 3000PSI GONG. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE 0 R ? 10° STD. 90 HOOK ANCHORS HOOK (TYP.) ---- a � ry S W BID. 90 DEGREE h REBAR ON BOTH SIDES ANGLE 3000 P.SJ OF OPENING U.N 0 CONC. W/1 45 DIA. TYP. BOND BEAM REMR 8" x 8" x 16" K0. LINTEL BEAM: PROWDE KNOCK -OUT LIMEL BLOCK 1COURSE LINTEL BLOCK W/ 1 # 5 BLOCK FOR FIRST FILL W/3000 P.S.I. NON SHEARWALL SEGMENT -' COMPLETE CIVIL COURSE CONE. W/1 #5 DIA. BAR & 3000 PSI BELOW SILL & FILL SOLID REBAR GROUT, MIN. 25" :. W/ (1) #5 BAR FOR ALL LAP (ACI 530) WINDOW OPENINGS B'B' TYPICAL SHEARWALL SEGMENT ... AND LARGE INDICATES FILLED CELL FROM FTG. TO CMU U.N.O. BEAM WITH 195 BAR MIN. ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION TYP. DOWEL 25" CONC. SLAB SEE PLAN AND FLOOR PLAN. MIN. LAP (ACI S30) FOUNDATION PLAN MIN. LAP 25" (ACI 530) JSEEFOUNDATION FOR MORE INFO TOP OF SLAB SEE FOUNDATION PLAN i a FOR LOCATIONS XXX PLAN MS01 I BLOCK WALL REINFORCEMENT N•T•5 MS02 TYPICAL SHEAR WALL SECTION al m DOUBLE 2x TOP PLATE ,r. STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONIC. W/1 #5 REGAR VERT. BEARING WALL SHEARWALL FRAME WALL#5 REINF. 20" MIN. LAP I BAR .M.U. #4 REINFORCING AR°R #2 SYP/SPF P.T. W/ #3 R d Lop SAUCE /2' X 8" ")" BOLTS OR 5" MIN. LAP (3) 1/2" X6" EXPANSION ANCHORS OR (6) W X 1/4" #5 REINFORCING BAR TAPCONS OR #5 STD. 90° HOOK #S 1 AP CPI ICE -/ (81 2 7/8" HILTI TIX-ONI NAILS SCALE:1"=1%O" 36' MIN. LAP #6 REINFORCING BAR 2x BASE PLATE SEE *GRADE #fi I AP SPI ICE PLAN FOR MORE INFO N.T.S. MS05I REBAR SPLICE DETAIL - GRADE 40 N.T.S. SEE PLAN FOR TOP OF WALL AND LINTEL INFO. (PRECAST LINTEL BEE LIMEL SHEET FOR SIZE OF LINTEL) . PRECAST LINTEL -REG. OR RECESS " TRANSOM OPENING FRAMEINFILL AROUND WINDOW * BY BUILDER SEE WF01 FOR MORE INFO (2) 2X8 WOOD HEADER ' F ' TURNED SIDE WAY ATTACHED THE RRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 HANGER @ EA. END. USING (6) 3/16" DIA. X 13/4" TAPCONS INTO MASONRY . & (4) 10d X 11/2" NAILS INTO HEADER. THEN APPLY THE 2ND PLY TO THE 1ST PLY W/10d STAGGERED @ 6" O.C. - OPENING - IN T'S. MS07 I LINTELS AT ENTRY DOOR W/ TRANSOM F.C. EACH SIDE SEE PLAN N.T.S. O ATTACHM,ENT,REQUIRE MENTS SIZE TAPCONS SPACING # ROWS 2 x 4 _ 1/4" X 2%" 12" O.C. 1 2 x 6 1/4" X 2%" 12', O.C. 2 2 x 8 1/4" X 2T'*" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST V :LINTEL a (2) 2X P.T. > BUCKS W/ O.S.B. BETWEEN FASTEN PT /2X�NAILER TMASONR IF DOUBLE rX NAILER IS USED, USE 1/4"X A 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL ELEVATION "AEI & "BIT SIMPSON SPZS TOP AND Bar. W/ 1210d NAILS 0 EACH STUD 2 x4 SPF AT 16" O.C. — LISP LSTA30 W/ 22/10d NAILS 2X8 P.T. W/'A"X3• TAPCONS @ 6" O.C. IN MASONRY OR 10d NAILS @ 6" O.C. IN WOOD. SEE PLAN FOR HEADER I REFERENCE DETA0. I i WF021F RADIUS I I I / OPENUNG REQUIRED III TRANSOM OPENING III ARCHED OR FLAT 1 I 2 x45PF AT I 2-2x45PF y— 36' O C / SILL PLATE I I I if -�Y/f I I 1I H ITS fill SIMPSON SRI W/ 8)dOd NAILS @ SET y I AND USP SPT24 W/ 12-10d NAM @ SILL DOOROPENING N.T.B. WFOS I LINTELS AT ENTRY DOOR w/TRANSOM 2-2x4 SPF TOP PLATE SIMPSON LSTA30 w/11-1Gd TO PLATE & I1.10d TO COLUMN SIMPSON A34 W/ (8)-Bd X 11/2 NAILS @ TOP & BOTTOM OF HEADER 4x4 MIN. OR BUILT-UP COLUMN EA. 2X4 NAILED W/SOd @ 8" O.C. SIMPSON MSTAM36 MAY BE USED W/ (8) 1/4"X2 1/4"TITENS B 10.10d NAILS P.T. SILL PLATE W/ 3e"A" ANCHOR BOLT @ 32" O.C. tip BASE PLATE DOUBLE 2X4 W/ US? MP34 @ 70P & BOTTOM SIMPSON A34 W/ (8) 8d X 1112 NAILS OPTIONAL FRAMMG TO BE 2X4 SPF UNLESS OTHERWISE NOTED. N.T.S. 13 z ; Z O UI Q) y Ln W M S O W E(D(/) p C p m 000^JJJ E m Ow V itCS U e o_ Oywo C N Q h g Q P 0 ♦ Affillatlons: B D.I ♦ Consultants: to m N N m L1,3 0 4 rn fC 20 'm H r $a� < 's z 1:!a2 �a=w O�Wmc ; yey a. -No R�S�� (/) j-LLOu 41 0) W B QaO_ Lq o ¢. 0LL N 4 oa¢ Z �33u1 ffi D: �f°NO +0 C I( I� LLJ �01z Km d Pa-�T 8 W m c ! _ � s m T i p ViIG 6 L (V6 _ Jd-i to 11-Q"ff ♦ I Builder. W N W_ O H �Q U _ z IL G J vJ Uj U W I-' N ¢ LLA O < J LL U " a! /O G ♦ I Job Information: G) R O Uj I Z 00 W =o0) M cM � 00 0) C m N d /z wCr] A) �tf0Jm _ImU)wL000LOL ♦ Revisions: 1 YV 2 3 VI Model Name / Number: 1755 ♦ Plan Issue Date: Friday, June 7, 2019 ♦ KA PROJECT NUMBER: 19-4063 Sheet: I Of: LINTEL PLAN OEC 0 9 2019 THE HEIGHT OF THE CHIMNEY SHOULD EXTEND 2' ABOVE THE 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 POINT WHERE THE CHIMNEY IS 10' FROM THE NEAREST W/ (2) r"Xs" EACH END SEE FLOOR PLAN WEDGEANCHOR z Z BUILDING SURFACE. CUSTOM GALV CAP FOR BEAM SPEC. 0 SEE PLAN FOR BEAM z S WITH SPARK ARRESTOR SIMPSON LSTA24 W/ � Z N VERIFY STYLE OVERHEAD SECTIONAL (12) 10d NAILS Si_ W/ BUILDER DOOR TRACK W/ 3/8" X a ui METAL FIRE STOP 1 / W STEEL LAG BOLT , o •� Z x W/ WASHER. MIN. 6 PER z 3,., •,,.; t 9 TRACK TO JAMB. " ' �� „• "!•'.:'� SEE DETAIL WF02 '�° DOUBLE 2x •, "'•� •° • ON SHEET S,3 � PIPE STABILIZER ' w TOP PLATE FOR ARCH FRAMING WHEN REQUIRED (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" ° '' � '� '' "J" BOLTS WASHERS SET IN ° — O w E"d TYP. FILLED CELL FILLED CELL W/ #5 ,I SIMPSON A34 W/ � Ln F E MIN. 5 PER JAMB. Du 0 VERTICAL o (8) Ed NAILS \/cn F ° a 2X4 #2 SPF STUDS @ 16" O.C. w/ SIMPSON C ._ _ m SP1 @ TOP AND SIMPSON SP2 @ BOTTOM :•I " U cQ .- 01 2 X 6 CRICKET �' �� `m o" n o W/ EXTERIOR SHEATHING ATTACHED SECTIONAL PER NAILING SCHEDULE SEE ® OVERHEAD SEE PLAN ,®— EO a o DOOR STUDS W/ U go ELEVATION FOR FINISH (3) SPF #2 FOR INFO. y = o °� CONT. P.T. #2 b 16d NAILS o r x c v v • • • TRIMD .SYP 2" X 6" .-� .• @ 8" O.C. SIMPSON LSTA24 ¢ o, d ' ° :•": :., ♦ Affiliations: PROVIDE 2x BLOCKING J' ® r,r W/ (18)10d NAILS @ PERP WALL IF NOT ! !, '• • "• A "/ X,+,., /J ALIGNED w/ TRUSSES 2"x6" P.T. WOOD JAMB y r l ...:��'��'JJJ j W/ (2) 12d TOENAILS 'r •:• �• �y• , B �> �, .��• 16d NAILS—� @ 8" O.C. E ♦ Consultants: u '' STAGGERED ° SIMPSON LTr20B s :° 2 SASEO.PLATE w/ (2) 12d DOOR AND CONNECTION PER w/ 10-16a NAILS r � to NAILS TO TRUSS BELOW GARAGE SLAB " GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR V -s " W S N SIMPSON MTS12 ® & D E A X 12" $ .R` € 8 m W W 14-10d@EA TRACK MOUNTING DETAIL ° A' A, WEDGE ANCHOR � �11 !EIE / .A. ,A, iv .m.8 s° F O a M o U , TRUSS o �. $.�.�3°Ea�t/J'oi�� CHIMNEY PIPE MIN. NOTE: DETAIL CD22 / S•2 MAY BE SUBSITUFED FOR THIS - "' a Q 8 LL U w a x a + 2" TO TRUSSES DETAIL - UNLESS NOTED OTHERWISE a Ns � m" z < z z' R _-` „ a� w � . LL Fr .o 114Ho ff r- Q S4=�V CW W mcrnz K in in OJ w m v ° H01 TYPICAL CHIMNEY FRAME DETAIL 3/4"=r-0" MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.rs. 16 ENTRY HEADER DETAIL N.T.S. er� ,. OV � 2 9 ' a�L LL F c ° � �n c 'T m we ��,. ,.F R 4 i INSULATION PER FBC AND ENERGY e!, /� ee ' FORM SSUPR WITH PERMIT ' APPLICATIONON PROVIDE IDE BAFFLES � I 12 AT EAVES (FOR VENTED ATTICS) ' 12 FIBERGLASS SHINGLES OR Y —SEE ENERGY FORM CALCULATIONS ' SEE PLAN TILE ROOF (PER ELEVATION)46 SEE PLAN FOR INSULATION REQUIREMENTS APPROVED PROVIDE BAFFLES AT EAVE OVER APPROUNDERLAYMENT n ' —FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD PER FBCR 905.1.1 OVER APA RATED STRUCTURAL SHEATHING i TILE ROOF (PER ELEVATION) TRUSSES @ 24" D.C.. (TYP.) FRAME FOR BUILT-UP 8 OVER APPOVED UNDERLAYMENT (SEE STRUCTURAL NOTES CORNERS min (3) 2x4 OR Y w FASTENED TO TRUSSES PER ROOF 4x4 w 2X ♦ Builder: PER FBCR 905.1.1 OVER APA � NAILING SCHEDULE) / 4 POST UNDER EA �� RATED STRUCTURAL SHEATHING TRUSS ANCHOR (SEE PLAN) 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. z SEE RODE PLAN FOR PRE-ENG. WOOD � � TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES ' - - KEEP I 3 " NAILED w 8 " FASTENED TO TRUSSES PER ROOF _ _ _ _ SEE PLAN FOR N /4 FOR SHEATHING / d NAILS @ 6" „ _ -- TRUSS CONNECTION ERG. HT. - AND LATH WITH FINISH O.C. "-+'`� INFO & LAYOUT DESIGN i NAILING SCHEDULE) n - _ Y1 i CEILING BOARD - --- — �y (Mi r (TYP.) ALL SIDES / / v In 1 I ,n ' TRUSS ANCHOR (SEE PLAN) FELT PAPER OR • "' �• (TYP.) FRAME FOR COR- SEE PLAN FOR Wto TO 8E INSTALLED ON OUTSIDE • METAL DRIP EDGE / /l oQ \ — - — ' — - r— _ - .. a m Ili muss PLATE �/, pv NERS FOR NON LOAD TOP OF BEAM LV FACE n v a v . - - _ °� �. _ �. �', •.f `� .. , �. �.!� 3/4" P.T. NAILER .. 2X sUBFASCIA / r/v, v p• v p'L•` \ BEARING SIDES NAILED ' .: SEE ROOF PLAN �"- 1O N w/ 16d NAILS @ 8" O.C. / 1 SOFFIT. SEE ARCH. \ vv pv _ FOR BEAM SIZE & o Q M U — 1/2" DRYWALL Opa v s v� CONNECTION INFO—'' 4L Q METAL DRIP EDGE PLANS \ Qo \ v v/ , w � Q, CEILING BOARD CURTAIN NAILER / \\ . o _ J 1 x4 P.T.@WINDOWS 8x8x 16 K.O. 1/2°x8'J-BOLTS \ O� i -- «? I� N W TO TATE 2x STUD 2X SUBFASCIA n LINTEL BLOCK \ /d w N O TO TOP PLATE WITH a 1 x 8 P.T. @ S.G.D. „ (1) CENTERED EA. / (TYP.)4 COURSE HIGH A.F.F.AFFE ! o (.) O.H. W/ (1) #5 DIA. REBAR & �, IG W 16d TOENAILS SOFFIT. SEE ARCH. n 3000 PS[ CONCRETE SIDE w/2" WASHERS \ / / CONIC N W „ CMU BASE FILLED w PLANS SEE ELEV. (TYP.) w/ (4) VERTICAL RENF w/ ° Q ° z '^ 1/2" DRYWALL — PRECAST "U" LINTEL H HOOKS INTO FTG & AT TOP Q o N r vJ SEE SCHEDULE OF COLUMN HB&G COLUMN WRAP OR J II,I C SEE PLAN FOR HEADER SIZE H u W Q P PLAN Al -Al 2X4 t!2 SYP P.T. S.B.FRAMING O W/ MIN 7/16" O.S.B. g O m G OPTION: 15/32" OSB EXPOSURE 1 ON '. SHEATHING ATTACHED PER = O ^ MAXIMUM OF (3) - 2X PLATES MAY BE O.H. EXT. WALL W/ ALL EDGES BLOCKED, NAILING SCHEDULE ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. +�J• tYi (� p SEE FLOOR PLAN FOR 3 PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" COLUMN SIZE &BASE w E NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD, AI ' w a NOTE: 44" MAX. SILL HGT. ON r SIMPSON LSTA30 CONNECTION INFO. w —FILL -(1) #5 DIA. SEE FLOOR PLAN y ALL BEDROOM WINDOWS. n REBAR W/ 3000 PSI W/11-10d TO BEAM FOR BEAM SPEC. ' ♦ Job Information: " CONIC. ALL LOCATIONS & TO FRAME BELOW SECURE 2X4 P.T. BOTTOM ALUM FRAMED WINDOW w/ SCREEN H SHOWN ON FOUNDATION v (G.C. TO VERIFY W/ FLOOR PLAN H PLATE w/ 5/8" x 8" ui LOCATION OF OPENINGS IN H &FLOOR PLANS , , 6 ANCHOR EPDXY 6" MIN. EMBED.SIMPSON S T I HIGH -STRENGTH o. ' EXTERIOR WOOD WALLS. IF NO P OPENINGS ARE INDICATED, FULL " � STUDS ARE REQUIRED). §+ i ; 6 to V i i i i NOTE: 44" MAX. SILL HGT. ON :o• ' N ate.+ ALL BEDROOM WINDOWS. V , , , •o, @ r to ALUM FRAMED WINDOW O Lit L rf W/ SCREEN CEMENTIT10U5 DECORATIVE n FINISH 7/8" THICK PER ASTM n PRECAST CONIC SILL SQUARE CMU BLOCK BASE W/ Z CC Q 00 C-926-98A WINDOW STOOL ., PER SPECS " 1x4 P.T. WRAP or N fh (4) #5 VERTICALS FILLED SOLID STUCCO BAND m ZX STUDS (SEE FLOOR PLAN FOR INSULATION PER FBC AND ENERGY v , SEE ELEVATION FOR MORE INFO FORM SUBMITTED WITH PERMIT LIJ v SIMPSON HETA20 'O <O 1/2" DRYWALL MORE INFORMATION). SEETBI3 J A1. ' Al BUILT-UP CORNER MIN 3 2X4 ° 00 � N w/10.10d TO COLUMN ( ) ON SHEET 6 APPLICATION PROVIDE BAFFLES AT J EXTERIOR FINISH - i '� '� 00 iJ OR 4x4 POST w FOR NAILING INFORMATION FOR EAVES (FOR VENTED ATTICS) (SEE ELEVATIONS) POST : EACH END OF BEAM UNDER ^ J W Mca SEE ENERGY FORM FOR WALL SHEATHING. FIG. DOWEL #5 DIA. REBAR : r G WALL INSULATION 1 x 2 P.T FURRING NOTE: 2 X 4 P.T. PLATE - O P.T. 2X #2 SYP. BASE PLATE 17" IN CONCRETE • 25" .W J r ^ r ^ 00 Lo REQUIREMENTS 1 x 4 P.T. BOTTOM STRAPS MUST BE : v) V / w/ 1/2 x 8 A.B. (OR 1/2" x 8" 7ITEN BASE NAILER EXTEND (ACI 530) ABOVE � HD) W/2" WASHER AT 32" O.C. SLAB. ALL LOCATIONS SHOWN INSTALLED ON INSIDE OF E WOOD BASE MIN. 6" FROM END- SEE WS07 WOOD BASE ON FOUNDATION PLAN COLUMN. DO NOT BEND -''� I�,,„ SEE FOUNDATION ♦ Revisions: FOR TERMITE SHIELD STRAPS UNDER PLATE. �'%'? v SEE FOUNDATION PLAN � � FOUNDATION PLAN FOR FTG 8 FOR SLAB INFORMATION INFORMATION PLACE SEE FOR LACE STRAPS IN FILL �.Ya'�° SIZES AND 1 YV — — — — — - — - — CELLS w/#5 REBAR v 4" LOCATION o 2 TOP OF SLAB LL SLAB IN P ,x R TOP OF SLAB � ' ° \ GRADE ,ix '• •'" • in -tl �. , — GRADE r i 3 � o , , , , • ,, , _ � ♦ Model Name Number: CLEAN COMPACTED _ iv O � 'SEE PLAN FOR N , °: • ;: 1755 -FILL ,. `' ; RE -BAR QUANTITIES - (TYP.)4 COURSE HIGH CMU BASE R♦ Plan Issue Date: FILLED w/ CONC - SEE PLAN FOR SEE FOUNDATION PLAN SIZE. TOP OF COLUMN BASE • - Friday, June 7, 2019 16" SEE PLAN _ FOR FTG REQUIREMENTS SEE FOUNDATION 2'-0" AFF ♦KA PROJECT NUMBER: PLAN ° NOTE: DETAIL CD21 / S•2 MAY BE SU13SITUTED FOR THIS 2 19-4063 DETAIL- UNLESS NOTED OTHERWISE Y oSheet: �-� Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/a°=ro^ WS01 TYPICAL WALL SECTION - 8" CMU 3/a°=ro" CD22 ENTRY CMU COLUMN BASE w FRAME ABOVE 7N.T.S. CD23 COLUMN @ ENTRY - CRAFTSMAN STYLE N.T.S.§Fl TYPICAL FRAMING DETAILS WHEN REQ'D RECESSED PRE -CAST LINTEL SIMPSON SP2 TOP 8" D BLOCK TIEBEAM AND BOTTOM. TYP. W/(1) #5 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ @ EACH 2X CRIPPLES (3) 16d COMMON TOP TO ALLOW CONT, 2x4 BLKNG @ 16" O.C. NAILSI STRUCTURAL AROUND CURVE. MIN. 2 TITEN CLIP EACH TRUSS I SHEATHING (SEE ROOF PLAN � CLIP EACH TRUSS SEE ROOF PLAN FOR TYPE ANCHORS TO 2x$ r.SEE TRUSS PLAN FOR TYPE) I FRAME OUT TO FOR CONNECTION Z BLOCK EDGE Z S FRAME OUT TO FRAME OUT TO ci Z LINTEL x' BLOCK EDGE ONLY BLOCK EDGE ` (SEE PLAN) HEADER PER �'- LOCATION ' IF NEEDED. SEE PLAN _-W n °3 7/16" O.S.B. , "' 2x8 W/ (3) 12d I , 8 EA. SIDE TOENAILS EACH END EXTERIOR SHEATHING ' I , `� Z s ATTACHED PER NAILING ; STUD ANCHORING: a �I 7/16" OSB W/ 6d SEE PLAN FORSTUD TO TOP c Ln Ir •JI I SCHEDULE TB13 ON SIMPSON SP4PLATE. 7 16" OSB W 6d + NAILS @ 16" O.C. , BEAM SIZE ' 2 X 4 #2 SPf KNEEWALL WITH /W' ' 2X O.S.B. / / 12X EADER L Q NAILS @ 16" O.C. TO SIDE &TOP NAILER ' SHEET 6 ' STUDS @ 16" O.C. W/ M 0 W O.S.B. TO SIDE &TOP NAILER SEE PLAN) ® ® a W/ 2 - Sd 2x W/ (3) 12d STRUCTURAL SHEATHING ON .o EA. END TOENAILS EACH 2 X 4 SPF BOTH SIDE FROM TOP OF WALL 2 X 4 P.T. AT 16" O.C. 2x4 SPF CONTINUOUS /16" O.S.B. END TYP. TO BOTTOM OF BEAM, ATTACHED o Q w a EDGE VIEW A. SIDE EXTERIOR SHEATHING NOTE: HOLD FRAMING 1 2'• PER NAILING SCHEDULE. I✓) C M F: E BLOCKING ATTACHED 2 X 4 SPF ` , TO 7/16" GSB W/ (2) 8d 2x4 SPF CONTINUOUS ATTACHED PER NAILING BACK FROM FACE OF BLOCK STUD TO ROT PLATE: ♦ / m o g °u NAILS. SEE DETAIL ABOVE BLK'G. TO O.S.B. BLOCKING ATTACHED SCHEDULE TB13 ON AT 16" O.C. FOR 5HEATING TO BE FLUSH SIMPSON SP4 m 'o ai / 2 - Sd EA. END TO 7/16" OSB W/ (2) 8d SHEET 7 AND 7.1 SEE PLAN FOR o w °�—�° n WITH BLOCK FACE BEAM SIZE o M NAILS. SEE DETAIL ABOVE O y N y LINTEL '� .• ' 3 = £ a$ rn 2x BUCKS SEE MS11 �� " �; 1/2" X8" ;r BUILDER FRAME m41 � FOR MORE INFO EDGE VIEW 7'-0" MAX r_ _ ;; A C OR BOLT II ii RADIUS AS REQUIRED ¢ < i WINDOW OR DOOR OPN'G BUILDER FRAME .---" ' d RADIUS Affiliations REQUIRED 8" CMU WALL i $ WINDOW OR DOOR OPN'G AS RE Q 2x BUILD -OUT BEYOND o A 11 B WF01 DETAIL @ ARCH WINDOW FRAMING N.T.S. WF02 DETAIL @ ARCH WINDOW FRAMING N.T.S. WF14 KNEEWALL @ ENTRY FRONT WALL 1/2"=1'-0" WF21 KNEEWALL @ ENTRY FRONT WALL 3/4"=1'-0" WF38 KNEEWALL @ ENTRY FRONT WALL N.T.S. E VI Consultants: ss PROVIDE 2x4 ON TO o w N rn OF 2x8 TO BLOCK OUT 2 ROWS 12d @ 3 € 8 = 211 Q rn z rL' LL TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 5 ` ° s v a U ° (2) 12d NAILS O.C. TOP PLATE R 8 T B O ��'. \\ STRUCTURAL SHEATHING (SOLID BLOCK w/ 2x6) 4Bo € ` Q XUa = o_ a O 7/16" MIN. NAILED W/ 8tl 4!j N " Ei m a = COMMONS @ 3" D.C. @ 2x4 STUD N, .� g pg=� PER PLAN EDGE & 6" O.C. FIELD RUN FULL SHEET FROM y, ;q 2x4 BEYOND AGAINST 2x8 STUDS OR SPLICE BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 n , s �Hjo °°°�Q�' SEE GE05 FOR �` \`� TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE n S m 4°° �;�4, STANDARD �� I ` SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD g IS a 99 ' '� �,� " GABLE END �� 1 \l (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO pER PLAN ° ° ❑ LL a" u, s : 9 FRAMING �` I�` TOP PLATE W/ 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 E a # NOT REQ'D. WHEN QT SYSTEM IS APPLIED 2x4 w/ 2 ROWS OF a �, STUDS STRUCTURAL SHEATHING 12d NAILS @ 3" O.C. WOOD BEAM SEE ° +� I , TOP PLATE TRANSITION PLAN FOR SIZE SIMPSON HUC4100R(2) A HUC210 ` ` ? PIPE OR DUCT w/ OUBLE 12d I+ + PENETRATION THRU . " ' TO BUILT-UP COLUMN = TOP SPLICE �,�� ' SUPPORT COLUMN BUILT-UP MIN. OL VARIES W * *1 y TOP PLATE w/ MORE , (3) 2x4's OR 4x4 W/ (2)-10d r+E CC SEa a>i THAN 50% OF TOP NAILS @ 8" O.C. EACH PLY ROOF SLOPE I p ROWS 12d ( ) g _ 2X TOP PLATE TO I 3 PLATE WIDTH INSTALL @ 3" O.C. ; ; SHOWN AS 4 x 4 GABLE END W/ 16d > SIMPSON PSPN516Z WOOD WALL OR NAILS @ 6" O.C. 1 a 4g„ Ii (2) SIMPSON HETA20's w/ (12) 16d NAILS TYP. , w/(12)-16d EA, TO COL. Y TRUSS. SEE PLAN 2X4 CONT. w/ (3) 12d I '�Gy '- ," COMMON NAILS EACH TOP & BOTT. +'� *� ALT: (2) MS-FAM36 STRAPS a STUD TYP. T&B *I , + BOTTOM SPLICE TYPICAL BLOCK NOTE: @ALL EXT. CONDTIONS ATTACH 2x STUDS CENTERED w/ (13}lOd NAILS TO TOP PLATE W/ (4) 1& TONAILS (2) ON EA. OVER STUD WALL Ea TO COL 2X4 STUDS @ 24" O.C. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ `*,� TIE BEAM g W/ SINGLE BASE &TOP (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PLATE W PLYWOOD TOP PLATE W 8d 2 1 2" x 0.131 NAILS0 y SHEATHING * NOT REQ'D. WHEN QT SYSTEM IS APPLIED m Builder: N TRUSS OR ROOF SYS"IEM COVERING NOTE: h PLATE LENGTHS MUST BE AT LEAST 8'-0' LONG. TYPICAL Wca Q LD02 SHEAR TRANSFER EXTERIOR WALL N.T.S. GE15 FALSE BEAM AT GABLE END N.T.s. WF1 TTOP PLATE SPLICE DETAIL 3/4"=1'-0" CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. 8 3 N W 5 U Y M _ .a U 2x8 SYP #2 H C TOP & BOTTOM Z Uj N O " ATTACHED W/ E W (1) ROW 16d 2x6 SYP. #2 o IQ LU z ~ ° NAILS @ 16 O.C. RIPPED ----------------, SIMPSONHUG410 a W ------ --- m BUCKET SEE ROOF � � � ¢ N L= a PLAN FOR MORE INFO J 11,1 V 1 ° BOX HEADER DETAIL ®I T z 0 1• 1,h„ 1 , ' SEE ROOF PLAN N o ZO FOR BEAM SIZE pmp O * CRIPPLES MAY/MAY NOT BE PRESENT. & CONNECTION INFO o C J g CL @IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION j M c JACK USED AT EA. SIDE Q EACH SIDE OF 2X BLK'G. TO O.S.B. OPENING G.C. TO W W/ 2 - Sol INSTALL (3) TITEN HD. EA. END (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) 5/8" x 8" EQUALY SPACED ROW OF STAGGERED SOd COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS ROWS OF STAGGERED 16tl COMMON WIRE NAILS PER SIDE INTO CMU AT (D = 0.145", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D-0.t62•, L-31/2")OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D = 0.162". L= 3-1/2") OR EQUAL JACK TO HEADER, NO BASE EDGE VIEW HEADERANCHOR ' ' -- -- , E NAILED TO TOP PLATES, ; SEE FLOOR PLAN I , 12 ° HEADER & JACK ; _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FOR COLUMN SIZE & ; SEE ELEV. o Job Information: BASE CONNECTION INFO ---- -- ------ (TYP) NRAFTER TIES OPTION A O PTI O N B RE -ENGINEERED WOOD TRUSSES @ 24" 0/C HEADER SIZE & GRADE 1/2" OSB FLITCH PLATE UPLIFT CONNECTOR (SEE SCHEDULE) m EACH END SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED m SEE PLAN FOR (2) LSTA 30 COLUMN SIZE & BASE ON BEAM SCHEDULE/PLAN DOUBLE 2"x4" TOP PLATE BEAM SIZE CONNECTION INFO NOI CONNECTOR REQUIRED 1) ADJACENT NAILS ARE DRIVEN RUM 3)FOR&PLY. PROVIDE 1/4"DIA. x51/2"LAG m N OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) (3) 16d "x4" STUDS @ 16" O/Cry .� 2) ALL NAILS PENETRATE AT LEAST 3/4°OF 4) REFER TO NDS SECTION 15.3 FOR T SEE PLAN THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. SP4 AT COMMON 2x CRIPPLES @ 16" O.C. SEE SCHEDULE ✓� FOR WLL SECTION A'A CRICKET AS REQUIRED O ly [24"O.C. NAILS TYP W/SIMPSONSP2TYP. "I ( ) HGT. TOP AND BOTTOM STAGGERED ED NAILS SCALE: 1 1/2" = 1'-0" _ WF37 TYPICAL COLUMNS DETAILS N.T.S. sTAGGEREO@ _ I. (D m FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 1 1/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS 7 REINFORCEMENT REQUIRED) F.F. OVERHANG r CMU FOR OVERHANGS BETWEEN 5/8" TO 11/2" II / ©9 Qi� I�F • �'I� O.C. • • ��� P ,. • • _ • • • •r • BOX HEADER EACH END HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 1 2 X 6 WALL JACKS KINGS I JACKS I KINGS SIZE EA END EA END I EA END JEA END LESS THAN 4' (1) (2 1) (2) >4' BUT <9' (2) (3) (2) (2) 3 4 3 4 * WHEN STUD LENGTH 12" O/C EACH FACE OR 3-ROWS ¢ `a Z > > N 0 00 IS LESS THAN USE 122 NAILS STAGGERED N C S A LSTA30 STRAPS AT EACH @ 12" 0/C FOR 2 x 10 SIMPSON SP2 @ EA. STUD m M N STUD WRAPPED OVER TOP PLATE & NAILED OR GREATER HEADER A A APA RATED STRUCTURAL SHEATHING G > 00 r i -CS 43) cH 00 SEE PLAN FOR 0- (0 i TO HEADER EACH SIDE _ ,. ., -: TORT OF BEAM "Y MIN 7 16" FASTENED TO TRUSSES W / / c �/ MM m N FILL ALL HOLES IN DOUBLE 2 x #2 - SEE ROOF PLAN 8d COMMON WIRE NAILS @ 4" O.C. Z ("'� 3. U W rlCL '��P S.Y.P. HEADER W/ ' - "FOR BEAM SIZE & BOUNDARIES 6" 0/C EDGES & 8" J W = tf 1/2" FLITCH PLATE e ..CONNECTION INFO O.C. FIELD ' ^ '^ ( J V /Lo 10d NAILS @ HEADER. (U.N.O.) - 8" 0/C TYP. E Revisions: FILLING AND BLOCKING AS DOUBLE 2 x 4 REQUIRED FASTENED TO SEE FLOOR PLAN FOR _ _ = m 1 YV -= _ CRIPPLE STUD HEADER W/(2) ROWS COLUMN SIZE & BASE 2 TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS CONNECTION INFO NOTED OTHERWISE SIMPSON SRI @ EA. STUD 0 2"x P.T. PLATE MAIN SPAN ROOF TRUSS Model Name / Number: 2 x 4 STUDS TYP. 1/2" X 8" "J" BOLT l SIMPSON (16) @ 24" O/C MAX 1755 CMU NAILS & A &A 5/8 /9" UPLIFT CONNECTOR m 16EX Plan Issue Date: EXPANSION ANCHOR � o� 8" x 8" x 16" K.O. (SEE SCHEDULE) c W/ 6" EMBEDMENT U.N.O. , BLOCK W/ 1 #5 CONT. OR 8 1/2" AT GARAGE Friday, June 7, 2019 WING J STEP DOWN •%r ••' EE FOUNDATION CMU WALL g KA PROJECT NUMBER: * *HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING P.T. BOT. PLATE PLAN FOR MORE INFO 19-4063 NOTE: FOR OVERHANGS LESS THAN 5/8" . NO REPAIR REQ'D. WALLS WITHOUT UPLIFT WINDOW OR DOOR OPN'G ll T o Sheet: S-3 Of: N.T.S. 1/2" = 1.-0„ 3/4„ = 1'-0„ t`{/ MS18 RETROFIT WALL OVERHANG DETAIL WF39 TRANSOM DETAIL AT ENTRY WF09 WALL HEADER DETAIL N.r.s. rCD11 COMMON BEAM ATTACHMENT N.T.s. WF42 KNEEWALL ABOVE MASONRY WALL � TYPICAL WALL DETAILS U OEC 09 2019 *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 -j TO BE LESS THAN 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR OR EQUAL TO 45" O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. SEE STRUCTURAL NOTES DROP ABLE END TRUSS &LOOKOUT RAFTERS MINIMUM 2"x4" MINIMCROS ' - - 8d NAILS @ 4" O.C. WALL AND ROOF AND FOR O.H. GREATER THAN 12" FOR 12" AND UNDER - 8d NAILS SPACE BLOCKS AT 24" O.C. AT 4" O.C. , BRACING SHEATHING, SEE T613 OR SHEATHING DETULEAILS S ' ( SEE PLAN FOR - T "• • "" "' 2x4 SYP BLOCKING FOR SPECIFICATIONS BETWEEN TRUSSES @ 48" LOCATION) ' BLOCKING O.C. MAX. FASTEN TO EA. 2x4 YP RRA FOR - -' " TRUSS w/ 3-12d NAILS EA. GABLES T-O" TO 5'-11" TALL. END 2x6 SYP BRACE FOR 2X4 SPF BLOCKING @ ,° Z y �^ ' 2x4 SYP CROSS BRACE GABLES 6'-0" AND TALLER. APPROX. 8" FROM RIDGE PANEL EDGES W/ (3) 12d — z g ' ' /• THEN 48" O.C. AFTER. NAIL w/ ATTACH L BRACE W/ 3-12d @ EACH FEND & @ 12d NAILS @ 4" O.C. NAILS EA. END TO TRUSS '". ' SIMPSON MTS12 @ 2X6 BRACE NAILED •, '° -NAIL SHEATHING @ 4" O.C. �� ,^ LOOKOUT RAFTERS Z `{ • • " CROSSING AT 45 ANGLE. GABLE TRUSS (NOT REQ D WHEN GABLE IS ASTEN (1) SIM ON HGA10 12" LONG 2x4 #2 SYP BLOCK AT STAGGERED w/ 8d TO SIDE OF GABLE , ' TRUSS WEBS ,° IF APPLICABLE - /j Q W -r a- 4'-1" OR SHORTER) W/ 12d NAILS ,, g RACE CONNECTOR FROM BRACE LOCATION. FASTEN TO CONT 2x4 SYP SPANNING (4) 4" O.R STRUCT. SHEATHING ///��� _ / ' 12dR - TRUSS BAYS (8'-0") NAILED IAGONAL BRACE TO SILL PLATE w/ 10tl @ 3" O.C. w/ 312d TO CHORD MS LOCK PLATE � S12d ' ' 2x4 SPF CROSS -BRACE ' GREATER T AN 3'-0" �° �. G AN 7/18" MIN. THK. - @ 48" uy, a Z y , U E)JOINT � � ) TOITOP PLATE O.C. - NAIL w/ , ,° NAIL w/Sd m ///'''''''''��� ` _ w/ 18d NAILS @ 4" O.C. EDGES 6 C H END & AT, ES & 6" x°c'S` �° CONTINUOUS LATERAL BRACING- 2x8 .T. PLATE 1/2"x8" ANCHOR BOLT CROSSING ATAT 5"Jc ANGLE O.C. FIELD NAIL OVER X-BRACE AS SHOWN- _ 4 BAYS AT 48" O.C. MIN. •� �• 'a C0NITINU0U5 BOTTOM CHORD BRACING 2"x4" MIN. INSTALL BLKG. AT TRUSS WEBS FOR NAILING X BRACING - 2x4 SPF OR SYP KNOCK OUT COURSE i TRUSSES 10d @ 4" O.C. CONTINUOUS 2X4 SPF ' o U _ �O w E MASONRY WALL ' � _ ° C ° � w/ (3) 12d @EACH TRUSS WEB SPANNING (4) TRUSS ' GABLE TRUSS "' -- 12 M I. E BAYS (8 Fi) NAILED TO ;^ E m D °u 2X4 BLOCKING @ 4" O.C. T NAIL 70P OF "T" - U -O — CD-o "- 11 NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE w/12d & (3) 12d TO CHORD �° , „ TO GABLE TRUSS w o y TRUSS w/ 2.12d AND 1 T81.3 FOR ATTACHMENT I0,-, w/2-12d & (1) SIMPSON MTS12 — ' _ m N a� °� TB01 TYPICAL CROSS BRACING DETAIL N.T.s. TB02 TYPICAL CROSS BRACING DETAIL N.r.s. OVER JACK TRUSSES, SEE SIMPSON H8 w/ PLAN w/ 2X4 SPF BLOCKING 14-10d x 1 1/2" w 'd' U , D D D- a 10-10dx1 1/2" NAILS FASTEN (1) SIMPSON HGA10 @ 48" O.C. W/ 8 1/4"Xi 1/2" �` BETWEEN TRUSSES @ 48" O.C. MAX. NAIL DEADWOOD TO NAIL TRUSS BOTTOM TOP PLATE w/16d @ a d Of ¢ o a 0 VI Affiliations, PROVIDE 2X4 MIN. BLOCKING AT SDS WOOD SCREWS GABLE BLOCKING w/ 2-12d TOENAILS NAIL TOP OF "T" CHORD TO 2X4 DEA6 4" O.C. CENTER LINEHIP/RIDGE, TYP. BETWEEN TRUSSES W/ END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12tl FRAMED WALL BEAM AND 1-SIMPSON H8 w/ WOOD w/16d @ 4"O.C. "BAYS D /�-�{ A7� �'/ (2)12D BELOW, SEE PLAN. B �{I NAILS EACH END TO TRUSS TOP . 10d x 1 1/2" NAILS SIMPSON LSTA30 w CHORD @ WOOD FRAMED WALL @ DUTCH GABLE 14-10a @as° D.C. E V Consultants: FRAME WALL OR BEAM T ,, LD BELOW SEE PLAN = t N '17A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N-T.S. GE05 GABLE END BRACING - FRAME WALL N.T.S. t o E B w a m00 - p Q J A WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP PACE b nmZ 8 g i3 . LL � ------ SHEATHINGL G.T. $q 2X4 SYP #2$0No`-"N WHEN ADD 2X4 ID EQ'O NAIL TOT P CHORDa'., TOP EED W O CHORD cm� TO PREVENT SHEATHING JACK -"" OF HIPPED TRUSS W/ TRUSSES 12d NAILS @ 6" O.C. SPAN FROM EXCEEDINGMAX a I, w K � 30 oo 04 r` HIP 2x8 SYP BRACE NAILED DROP GABLE END TRUSS F a w . N m z 2 o w B e n m I o 24' SPAN (EITHER SIDE OR BOTH IF REQ'D) SEE STRUCTURAL NOTES TO EACH SIDE OF GABLE & LOOKOUT RAFTERS FOR 'a Q w LLI m 3 Z f9 k`; c AND NAILING SCHEDULE TRUSS CHORDS 3'-4" IN O.H. GREATER THAN 12" a v 8 5 .10 z1 s 2 `w a V FOR SHEATHING DETAILS USING 10d NAILS @ 4" O.0 FOR 12" AND UNDER - SPACE BLOCKS AT 24" O.C. s xe -' s";gym' P , � . m,ep,� , %$ (2) 12D NAILS MINIMUM (3) 12d 2X4 BLOCKING `,,+ p�i`� _ ROOF pT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SPF @ PANEL EDGES F r / a> .. LL "' �• '`L LL SHEATHING SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING -NAIL SHEATHING @ 4" O.C. � E PLAN r STAGGERED W/ 8d w _ -0, m ,T ". STRUCT, SHEATHING Ir.; �•,^ -. 2X4 SPF CROSS -BRACE 7/16" MIN THK - " +' so 2X4 BLOCKING BETWEEN TRUSSES HIP TRUSS TRUSS CHORD @ 48" O.C. - NAIL W/3- `. NAIL w/Sd COM. @ °: +* ••. \-4 (GABLE END)12d AT EACH END & AT i' CROSSING AT 45 °k ANGLE TRUSSES \ 3" O.C. EDGES & 6" D.C. FIELD y r�� SECT. A A I;" 1 0 TB03 HIP / RIDGE BLOCKING DETAIL N-r'S. T11304 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 ^ s 10-10d x 1 1/2" 2X4 BLKING @ 4" O.C. ? GABLE TRUSS o w/12d & 2-12d TO CHORD ' 2x8 SYP , � a CHORD BRACE 2X4 SPF BLOCKING W/ 12d NAILS BETWEEN TRUSSES '• Builder: 8" O.C. @ 48" O.C. MAX. • ' S4 TRUSS NOTES: coNT)Nuous wj5-i0dx811/2" TO SEE DETAIL 2x6/2x4 SYP STRONGBACK & 8-10d RUSS NAIL GABATE IS N 1. WOODTRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TOANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND STRONG -BACK x 1 1 2" TO "T" BRACE / , ,, 6d@ TO PLATE W/16d @ W/ � W Q BRACING SHALLTHEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OFACCIDENT THIS CONSTRUCTION LOAD SHOULD W/ 12d NAILS EACH 4" O.C. 3 a ,y Il! U-1 IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. BE UMITEO 8" O.C. AI TOENAIL L EA. 2x8 8 _ N N TO S SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT LEG PLATE O ¢ M U EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 312d & SIMPSON 1/2" x 8" A.B. o I� 2. ALL BRACING (OB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL I. ,�, HGA10 w/(8)1/4" „ @ 48" O.C. MIN. = d a Q , , ca 2 LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20"0" O.C. MAXIMUM. ' " X 1 1/2" SDS OR c m w w J 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 12) 3-12d NAZIS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT EQUAL •� N O ATTACHED DIRECTLY TO THE BOTTOM CHORD OFTHE TRUSS. 2X6 PT KNOCK OUT E 'y = I:L: E 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2x4 "T" BRACE (2x4 SPF) PLATE COURSE m3 o Q LU EL LU Z (%� 4 BAYS SHEATHING SEE GABLE BRACING DETAIL Q P N m a GE04 "T" BRACE CONNECTION @ GABLE END W/ VOLUME CEILING 3/4" = 1'-0" 3 TO 4 TRUSS x4 AS SH0WN ALTERNATE TRUSS SPACES GE03 GABLE END BRACING w/ VOLUME CEILING N.T.S. a o o o O DIRECTION _ _ 0 ^^ 1.V RUS °y�9 LL = C VERTICAL SCAB 2X6 #2 SPF 48" O.C. m D _ W/ (4)12d TOP & BOTTOM OR H5 SEE TRUSS 1 N -^ Job Information: OR NCLR/LL IN PLACE OF (4) 10D SEC ON TO TRU55 REQUIRED ®RAFTERS GREATER THAN 8'-0" &B SEE STRUCTURAL NOTES AND • NAILING SCHEDULE FOR (4) 12d NAILS SEE PLAN DBLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING SHEATHING DETAILS EA. END m PRE -ENO. TRUSS _ TE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS A 2x STUD WALL VARIES w/ ROOF • • " Qa� SLOPE SEE PLAN P CONV. FRAMED RIDGE / \rye MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 42 (4) 12d WHEN IT (ANDS / \ \ 2X4 SPF BLOCKING / \ / "�'/ NEXT TO PRE-ENG. TRUSS SPF 48" O.C. W/ (4) 12d \ BETWEEN TRUSSES / \ 9 2x8 BLKING. NAILED EACH TOP &BOTTOM OR H5 OR \ @ 48" D.C.MAX. / / , /� c L U SIDE W/ IS) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d \ \ / / B REQUIRED w/ (2) MTS12'S REQUIRED 0 RAFTERS GREATER \ 2X4 SPF BLOCKING / 4 N THAN 8'-0" \ \ 2x4 SPF BRACE / @ 48" O.C. MAX.w/ ' '� 00 ' ' \ @ 48" O.C. - NAIL W/(4) / (3) 12d END NAILS 2X4 BRACE@ 4'-0" �� /' o z 0= Q 0) COLLAR TIE EVERY 3rd \ \ 12d AT EACH END & \ EACH END ON CENTER N M SHEATHIN RAFTER \ ALTERNATE DIRECTION m D W a \ \ \ ' > � DO 0) 2X4 BLOCKING BETWEEN CB BEVEL CUTS IL () C6 L TRUSSES W/ (2) 12d NAILS (OPTIONAL) 0 EACH END, CONT. EACH BAY ' '' Y a " m G) U B TB 2X4 SPF W/ (2) #7X3-1/2" / / TRUSSES 8- O ILTERNATING DB WOOD SCREW EACH TRUSS BLOCKING OR H5 ®48" O.C. SEE PLAN .� ram^ OO co W Ui V J 00 L° PREENG. TRUSS r STRUCTURAL SHEATHING CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. \ \ / / � / TRUSSES ReYsions: SEE PLAN FOR CONNECTION m 1 YV B SIMPSON A34 OR 2 2X4 R.T. BLOCKING BETWEEN TRUSSES W/ (2}12d NAILS 0 DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM (USP MP4) @ \ \ / / 2'-0" ON CENTER \ \ / / O EACH END AT 8.0 TRUSS MAX .j( 2x8 RAFTERS @ 2'-0.O.C. \ A/ 2X4 SPF BLOCKING vi 3 Model Name/ Number: MAX. W/ (3) 12d COMMON Y \/ BETWEEN TRUSSES WALL BELOW TOENAILS TO RIDGE BEAM / \ @ 24" O.C. MAX.W/ A (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN 4 FT CID 2'-0" O.C. MAX W / (3) 1oD (3)12d EA. END (TYP.) SEE PLAN •, -_ SIMPSON HGMA10 1/2" GAP - ' -_.-_- - 1755 CONC. MASONRv — — COMMON TOE NAILS TO RIDGE BEAM - , @ 4'-0" O.C. MAX. - N 2X4 CONT. AT STEEL OR WOOD N Plan Issue Date: T & B CHORD BEARING SUPPORT 1/2" TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING SPACE EXTERIOR INTERIOR -�-- ► a Friday, June 7, 2019 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING F SEE PLAN FOR MORE VI KA PROJECT NUMBER: SHEATHING INFORMATION 8" C.M.U. SEE m 19-4063 2x4 S.Y.P. PLAN FOR REINi-, a @ 16" O.C. a N Sheet: �4 Of: TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N•T.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N•T•S• T1314 NON -BEARING EXTERIOR CMU WALL N.T.S. o N ROOF FRAMING a AND BRACING DETAILS THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2.1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE 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" 6 6" SINGLE DOOR 9 s SINGLE DOOR W SIDELITE r„ 6" 3" � 3„ 3„ 3" 3„ �3" ' III - - Ill E I I 3„ 3"311 3" 3' 3„ DOUBLE DOOR W/ SIDELITES zA /E W •' 6n ;PACE :VENLY Ill 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE If -Ott IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. TOP OF SLAB 00 Z f - Ir - Ir 16" MIN. DIAMETER g !A CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. 3„ SPACE EVENLY Rgoe OyoK NEWS NON NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 8/8" MIN HEADS. 6 PER SHINGLE soDody- O • 4\Ca� \ Ur�eAaY� `\A ��.xe sea E _.00 " OG"N� 3sd Oovk fro 2tsd "S'Goot 29• i 7" Is To use In 5th(anc SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY LOCATIONS rExruRED, PAINTED EXTER. WALL FINISH BEHIND FLASHNG AND EXTENDING A MINIMUM OF 6"ABOVC 6- X G' H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY SHINGLES 6" X 6" H GALV. FLASHING OONT. FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED 8L, AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP N w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT 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 HID. "TAPCON"SCREW THRU THE W'DOW FRAME INTO MASONRY \ JAMB MIN. 4" FROM END AND MIN. 161, C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE A 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 SHEATf-MNG - BY OTHERS BY OTHERS O.A. WINDOW HEIGHT IEXTERIf4 11/2R MiN, EMBEDMENT —08 WOOD SCREW INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 114---�•r"- SHIM SPACE 3900.2.8.5 DRIP EDGE. 'RUWUE UNIP kUUh AI FAVEB ANl GASLES OF 31 TINGLE 1001 S. OVERLAP-0 UE A MINIMUM )r Inn (78cm). EAW DRIP EDGES SHALL EXTEND AIR BELOW SHEATHING AND EXTEND BACK ON THE 100FA MINIMUM OF 21n. DRIP EDGE AT FAMES 3HALL BE PERMITTED To BE INSTALLED EITHER )VER OR UNDER THE UNEGTU YMENT. IF INSTALLED IVER THE UNDERIAYMEM, THERE SHALL BE A AN MUM 4'n WIDTH OF RDOFCEMENT INSTALLED )VER THE DRIP EDGE RANGE. DmP EWE SHALL BE AOI ANICA4-Y I ASTENED A MAXIMUM 01 1211 ON `ENTER. WHERE THEVaed AS DETERMINED IN \CCORANCE WITH SECTION 1301.21.3 IS 110 NPH 177 W/HI OR GREATER OR THE MEAN ROOF FE.GHT iXGEEDS 33 FED (10,058 meal, DRIP EDGES SHAL_ BE AFCHANKIA1 Y FASTFNFO A MAXIMUM OF 41NCHES IN CENTER Installation Instructions For All Fixed Windoays with Mounting Fin y—LTdudes HLite all of the following series: 625 IF825 / AZ15 IllFL15 / AZ30 / FL30 / V1500 / VL580 / V300 / V380 A rv-.Isos e n Iwo+,. „+klrk�, Vr20D III VT280 I GB2000 GB2080 I Prestillifir 662 IF Prestige 882 LH1D Makmum FMateren Spedng Wall Framing: (lames, Head and Sim) a2 Spru¢/Plne/PM j'--"+„ '{•' --"� F'...._ _,.1..__—...-T--_„ MBeQb �5111cone -.. alto Xl-1rz" Saews Wmmem Penebeaan Glazing Bead 1. VA' Nod" - C Ross Section View - &taWr, Vim d Mnlmum 'eiXmne J IBm14r51eehing --�_i -- Nate: We stro7Jp/y rtkpdnmend the um olMshblp awlP, mm rm ws end N//plans es stataut /a ASIFAF fllllWl. Hosrasror,done ro —*Non; bodesand bulld/ttg types, Rk /eJtW tp the aW userto aktmnNM Me proper /nsta!/arbn sNMena ttwna. LFL"1f*fUR[I.e eta rvrdoaa. thei tMr v;rapmayul peauuamr forInspectbn, InR please resULk Me x.'rM tc t 14yp protect tl e k+lU:k+( pT. scratches anti other Carnage until calunuttian is Lvmple[e. Steel Measure ad be Are the Opening Is 318-toU" large Man 0e window s7e loth vertically and hd4"IY. ' You may wISh W pm dNI ale imdllatbn holes In the fin at Ma timi DialleiMod bb PolW0004l h0ee4M Me fidatuohi A7 as way, are not Step 2 Apply a generous herd of Algae b Me ba&4de of the mounting On. Use Bough 0. o sul amildy AT all wide beMaPn the an and the wall shmag . Step 3 Imenthe vNgoW bop Me openhg from the au . TM window is lahekd 9awde" and'auMde', but Ntllek labeb have been removed the gleans bind ahmud SWaYS be to Me, lruWe Of the bWIM . Step 4 IratWi Mims bge the sill, edJu ft9 them uW the uMt a Pkv6 in the opening.Step EgIMlo shoed be edfeNtd under the AE every 2 feet. The wirtlow ahw.ld be baekal ralteretl In Me goal Io more thm 4" between the windwx end oath Ira ' 5 basil a$10 X 1-112msnrtw 4'Irom Uzi carrel' 0 the fin a ow, end of the head sill anti bah' mbs. StRP 6 Imtail fM renWnmg fasteners m 6" inrxmenn from the coma straws [o ale elates of eatl, frame mambo-. Ilse cae n@ b our - tighten, the somas and MAMemthrough file fin. Also, make Mae the Moews 90 In strait and nb not cause Me frame to bow. Wall loaning sloWd be a n r mum of.#3 SpluWnnWnr. Foredam"ad be# 10 50eys Of suffident length to adk"1.3/s" abm kRo the wail and W IBM then UP bead edgeeof finumg. Faskne uantida needeammat side DF hametoaMlave 6" Le ofFrmme Member SO' 38' 7A' 14- 4Y' SO' 98' 68' 74' t2' SW N" Number MFastrseN a 1 4 e 6 7 1 s a0 1 11 1 12 1 11 SAP 7 Random aides; saone'squeeee our from among the fln and IMPlict for holes or gods. Use Mlimrm to Ad any gods. Stop 8 Erdeld ed,.a roam imian in ean ba eloodd b the Meet gap between Me wbdov and wall la a g. If apPuy MSmutbe the n+nA�ExaamamsvYPNfPAM. Step 9 Since Mau Window am typimlty used In ran=with high mobete m, la; baMroam, R is mommended Mat the Imaior gap between the window and wall bmning also be added with 991mme and boded u as oat to Interfere with the imebabon of waMbmro,bl ortrim. Step 18 Omn: all wnstrudlm is compete,mmoo the bubble wrap from Me media, and OuWde of Me Window. If novaeary, dean the blacks with a mild detergent and Warm water using a soft adM. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Approval # Method Roofing: 1st Choice COUNTY P. CERTAINTEED LANDMARK NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL5444-R13 2nd Choice DADE COUNTY APP. OWENS CORNING AKRIDGE FL15828.1 AR W/ 3/81' MIN PENETRATION THRU SHEATHING 3rd Choice DADS COUNTY TKO Industrues, Ltd Cambridge AR FL7006-RlG APR FL7006.1 4th Ch01Ce DAIDE NT APP. GAF FL10124.1 ROOFING VENTS: Florida Metal EA FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Pr In . " ff-d v " I" FROM EDGE AND 4" 0 C- MCAL MAX FL21580.1 R1 - ROOFING UNDERLAYMENT: 1st Choicel I INTERWRAP, INC. RHINO ROOF UNDERLAYMENT SHALL BE APPLIED AND FL15216-133 UNDERLAIN ATTACHED IN ACCORDANCE WITH Ll 2 WOODLAND TYPE II UNDERUYMENTS-HVHZ .1 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" "1" BOLTS FL15279-R5 FL15279.52 2nd Choice +30.0/-32.0 CLOPAV FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 THERFIBERGLASS DOOR F B GLAZED 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3' TAPCONS MIN. 4" FROM TOP &BOTTOM OF INTERSECTIONS FL15225-R4 THERMA TRLICORP. FLUSH 2nd Choice +67.0/-67.0 FIRFRGI ASS DOORBE OUTSWING AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL ATTACHED WITH 3/16" X 1� WOOD SCREWS MIN, FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. FL15225.5 THEREAFTER. PPICAL ALL 4 SIDES) Siding: 1st Choice +0/ -146.3 The Tapco Group 7" staggeretl GALVANIZEDOFING NgILS FL20403.17 Shakes 1whT0LONG WETHNI/�8"A)Iq & 3/8E DIA.EL HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N.A. ChoiceN.A. SHALL BE BEYOND WALL DRESSING Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676R6 a Sing]Hun Ihn) ANCHOR WITH MIN. 1'A" EMBED TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS WOOD FOR USE +40 -50 / MI WINDOWS 3540 SERIES Single Hung (flange) +50.0 -50.0 / MI WINDOWS 3540 SERIES INSTALLANT TION THROUGH THROUGH 2x BUCK #8 WOOD SCREW SUFFIENT LENGTH TO ACHIEVE Ilk" INCH MINIMUM EMBEDMENT FL18644-R2 Picture window IN WOOD SUBSTRATE. FL18644.2 Mullions: 1st Choice MI WINDOWS M-1926 VBrtioal MI WINDOWS MULUON SECT5796 CLIP INTO CONCRETE IFORATTACHING Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A ILA FL 18504.2 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE Fixed Glass: 1st Choice +50.0/50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL185.R10 WINDOWS WITH MIN. 1Lk" EMBED. TO ALLFACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8° MIN, EMBED. INTO WOOD BUCK. .3rd Choice Soffit: 1st Choice +55.0/-35.p KAYCAN LTD 8" BEADED 11/2" NAILS 10" O.C. IN FL165 -R FL1 0 .a Hurricane Panels: it Choice 46 PSF ENT/ HURRICANE STORM Gm' DIRECT MOUNT, TOP LA"-20 MALE PANEUN ATE W / fi16293.1 WINGNUTS AT 12%" O.C. B a PANEL MFG. INC. Steel StormBOTTOM A"-20 SIDEWALK 48 PSF TNT. Steel Sloan Panels BOLT W/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 2!0 z M a V/� N 2 w an' 00 L/I c a M I: E = anO V n7 U maw 0 w o s i 1- 0yicKvy ' S 0 rn U y�^ a g O ♦ Affiliations: V1 Consultants: to to g g W UP M VN tea •C+ � c 1pil LU F8tiO4z o Do a�D, to € m z u.a. Vim o -TAN N=It �w CN n'2 Q ci � W none �-n CN Zak~a�a� LL 0 o ti gj'LaPgmW w�1QQ:m at m c err G. . N J F' v / /, � Lu - y w a Builder: 0 au) N _W �a U ac J NO W W La Im W J z 0 O i2 ♦ I Job Information: WLI z " 04 in rn W m E cYi 00 T c r6 in N 4) ( O -imw(n002 ♦ I Revisions: IYV ...--'------•---'--'---- 2 3 ♦ Model Name / Number. 1755 ♦ I Plan Issue Date: Friday, June 7, 2019 ♦ KA PROJECT NUMBER: 19-4063 Sheet: Of: S-5 18 1 REFERENCE INFO FILE COS DEC 0910% i 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 resistli uidwaterthathas penetrated from furtherintrudin q p 9 9 - BARRIER WOOD FRAME CONSTR. 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 3/4 � 1 " BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SLOPE 0.3 in : 12.0 in SELF -ADHERED FLASHING materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior lnsulatlon and OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm: 30.5 cm) finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. wnorn"i WALL BY6IN. L"WEATH RP NAIL BRAND UP EQUAL OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS R703.2 Water barrier. One layer No. 15 \WEATHER -resistive of asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or IL SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. TWO LAYERS OF FELT ONE LAYER OF HOUSE WRAP AND sheathing of all exterior walls. Such felt. or material shall be applied horizontally, with the upper layer BARRIER BARRIER (( SEAL TOPS OF JOISTS �, ''�' I I' RE ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not i' i(I less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls UNDER DECKING II (SEE DETAIL WP07) I suBFLooR and terminated at penetrations 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 PLASHINGTIE-IN INsecure WIRE LATH D8t81I Ir1StrUCt10n$ R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied ' • each 1. Cut, fold up & temporally secure weather RIM JOIST Refer to the number marked as ® in each detail that corresponds to the over wood -based sheathing, shall - g, a I Include a water resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D The individual resistive barter above header to allow for flashing Installation paper. layers shall be installed independently 2. Self -adhered fleshing plus heed fleshing under weather BUILDING numbered items in the list of instructions below: er such that each layer providesa separate continuous plane and any flashing (installed in 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 t0 form water shedding laps Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. Exception: Where the water -resistive barrier that is seal with tape 2 2 O applied over wood -based sheathing has a water 3. Self -adhered flashing Can be substituted for building paper resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco 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 W P O 1 SELF -ADHERED FLASHING �/�� P 02 SELF -ADHERED FLASHING IWPO3 embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts g R703.4 Flashing. Approved corrosion resistant flashing shall be applied shingle -fashion in a manner to FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A Y Y CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 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 exterior 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"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as shown by arrows ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant- ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN FLASHING JAMB & HEAD FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit Fluid-slied membranes used as flashing in exterior walls shall corn pp 9 ply with AAMA 714. The flashing shall UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight t0 corner extend to the surface of the exterior wall finish. Approved rrorrosion resistant flashings shall be installed at REFER TO TECHNICAL LETTER ON CHEMICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) 8. Mechanically fasten as necessary the following locations: COMPATIBILITY , SCORED RELEASE PAPER 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the •� surface of the exterior wall finish or to the water -resistive barter complying with Section 703.2 for subsequent SELF ADHERED SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" r • (BEFORE FOIDINO, SCORE RELEASE PAPER TO EXPOSE drainage. Mechanically attached flexible flashings shall comply with AAMA 712. FLASHING VERTICALLY FROM noRESIVEAs srrowro BOTTOM OF Flashing at exterior window and door openings shall be installed in accordance with one or more of the a ' THRESHOLD � MECHANICALLY FASTEN AS following: 9: SECTION -A NECESSARY IN CORNERS THROUGH 1.1 The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed (SEE DETAI52 P0) SELF -ADHERED FLASHING In the fenestration manufacturers instructions, In accordance with the flashing manufacturer's instructions. SELF -ADHERED FLASHING OO A.� '�v\ 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 2 surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan s 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 O 6 1.4 In accordance with FMA/AAMA 100. FMA/ AAMA 200, FMANVDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. DO NOT FLASH OVER UNDER DECKING 2. At the intersection BOTTOM NAILING 8 2 o of chimneys or other masonry construction with frame Or stucco walls, with - FLANGE (SEE DETAIL WP07) 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 �j• W P 0 A SELF -ADHERED FLASHING IWP05 SELF -ADHERED FLASHING IWP06 5. Where exterior porches, decks orstairs attach to a wall orfloorassembly ofwood-frame construction. HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 6. At wall and roof intersections. 7. At built -In gutters. SELF -ADHERED FLASHING DECK PROTECTOR 4 SHEATHING 718" Cement Plaster 7/8" Cement Plaster in accordance with in accordance with ht ASTMC926 - ASTMC926 - SELF -ADHERED 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. *:.. .r.' AROUND ENTIRE PERIMETER EXTERIOR FACE OF BLOCK, Building Paper Building Paper AROUND THE INTERIOR OF 7O.S.B. 1. 7/16" O.S.B. THE OPENING AND THE FULL ' '� % . sheathing thing sheathing j DOUBLE PRECAST SILL - SINGLE JOIST Metal Keep top edge JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1 Flashing of weep screed 2" below top of 2 3 1l2" block 3"MIN Unperforated 4 Flange 7/8" Vulcum Weep Screed cauk bottom O 5 joint only Maintain Metal Flashing Bottom of 3-1/2" Unperforated SELF -ADHERED FLASHING IH0.8362x;DECK JOIST 1WP SELF -ADHERED FLASHING p V V MASONRY INSTALLATION Weep Screed " to 2" Flange 7/8" Weep Screed Above Roof Sheathing 1/2" Cemenfltious Decorative Finish o • • o, All inside and will ••'•�' lt EXTERIOR WINDOW UNIT needo bam iter CEMT. FIN. cut and caulked all Cement Plaster •, buttjeints need to BUILDING PAPER SLOPE SLOPE in accordance with ASTMC926 o o, becaulked using SLOPE 0.3 in: 12.0 in 0.3 in : over wood 2nd Vulcum caulk for all 0.3 in : 12.0 in (0.6 cm : 30.5 cm) : 30.5 (0.6 cm 30cm) floor (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING `- -- EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH " 1/2" Cement SELF -ADHERED FLASHING Plaster Finish Block WIRE LATH 2 1/2" Perforated "�• Flange 1/2" Weep BUILDING PAPER BUILDING PAPER Cement o• Screed Plaster over block ' EXTERIOR list floor WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL 3 $ 0 Note: The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL MT FIN WINDOW HEAD WL10 SELF -ADHERED FLASHING W P 11 SELF -ADHERED FLASHING �p� P 12 SCALE: NOT TO SCALE CSELF-ADHERED SH CEMT. FINISH WINDOW SILL CEMT. FINISH PARAPET WALL Y V the Weep Screed. V Z � Z ga Z a ¢ �n DMO w o _ O w -e 'o N E2 t11 C ? o� o Mr'E m O!� u � U rna� y F " B O N 0m W ¢ � Q a O ♦ Affiliations: 1 L - B D,' / ��NNJ1 ♦ Consultants Efl£ F-$oro xc a }{�� m F w �'2..M fn glf�=$ yj is ��` F� ZagcaE�a a. � aqu�LLLLJ n z o QI�,pV UUT Y •�cl l� cc m^ r R] dF �. R ♦I Builder: .eL ••.•L. ,, •,•�CN t0 m 3 N `4 LIJ Y � �Q U N O W 'r„� o . t mti N o ^ v J LL J W C3 v E"- z O 0 �� 5 ♦ I Job Information: I to O ro W z esi 0 W m E M \ � Do 0 c of To ai z ��0<'dm ma .� OJwZ)X-T! t� J IM (n (n LOCO) ti ♦ I Revisions: 1 YV 2 3 IF I Model Name / Number: 1755 Plan Issue Date: Friday, June 7, 2019 KA PROJECT NUMBER: 19-4063 Sheet: W WATER PROOF DETAILS Ail __' „„ .,non fox I �f/A\�' SEE FLR. PLAN FOR •" F`.� BEAM SIZE FILLED CELL (TYP) .� 8" CMU W/ 3000 PSI ' I SIMPSON HUC410 �I' ' W/ (18) IA"x23/." TITENS GROUT & IJNTEL W/ & (10) 10d NAILS. 1 #5 MIN. LAP 30" (ACI 530) \•� I BM./CONN DETAIL 1" = 1%0" TYP ----- ----- ----- ul ul I. I ul n, a O III ul I I nl Ri G N 1 IH w IX w III I11 I III III III III III III , III nl III ul 1 III (2)MTS12 (2)MTS12 III III ul IH III nl III - IN I11 ,n ROOF PLAN SCALE: 1/4" = 1'-0" PRE-ENG. TRUSSES SEE ROOF FRAMING PLAN ----------------------- I , HEADER BEAM OR ' ' LVL 1/2"PLYWOOD (SEE FLOOR PLAN ON I 1 ___________________________________ ' THIS SHEET FOR SIZE) (2) MSTA24 POST TO BEAM ; 1 SOLID PAD OUT ABOVE W/ (18)10d x 1 1/2" IF BEAM IS LESS ; ' THAN POST WIDTH ' SEE DET. ON THIS SHEET ; 6" X 6" #2 SYP 2x4 P.T. POST ; (2) 1-3/4"x11-1/4" LVL L_—_ "X6"#2SYP � P.T. POST I I I � ; PAD OUT DETAIL SIMPSONABU-66w/5/8" x6" WEDGE ANCHOR SCALE: 1" = 1'-0" , I ----------------------------------------- , POST SECTION SCALE: 1/2" = 1'-0" n 14'-6" c ---------------------------------� J 1 4" 2500 PSI CONC. SLAB W/ 6x6 10/10 W.W.M., OR FIBERM ESH/FIBERMIX ADDED TO THE CONCRETE IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VAPOR BARRIER ; 4" PATIO SLAB W/8" x 8" THK'N i EDGE ; I I FOUNDATION PLAN SCALE: 1/4" = 1'-0" 14'-6" 14'-0" 3" 3" //,—W/ 30"x30"x12" DEEP (3) #5 EA. WAY (TYPICAL) (2) 2 x 12 #2SYP. NAILED w/ 16d @ P.T. 6x6 POST 8" STAGGERED 1�+� ----------------------`--`------ ---__� `I m (2) 1 3/4' X 11 1/4" LVL 2.0E FB 2950 w ATTACH BEAM WITH (2) ROWS 114" X 3 1/2" SOS WOOD SCREWS @ 16" O.C. TYP EA. SIDE "1 111 I11 II I11 III I11 III n III III ' ' III III III III 111 Q H LIGHT INSTALLED IN ui BRACED OUTLET FOR POSSIBLE ui 1 FUTURE FAN w u, w ul I m 111 Wp 111 WP P1 111 FI 111 111 1 111 ll m ADD R LLED CELL w/ COVERED PATIO WHEN REQ. M.L. Fb = 2800 PSI (MIN) v DOOR LOCATION MAY VARY FLOOR PLAN SCALE: 1/4" = 1'-0" m 0 N VJ (D Z M o �1/ Z VI [L �(3) R3 0 `o O w E� a� ,tn CL o'o 0 Y� m O V V o LL m 0.2 r 02 m 0 U o' a o3 C H6n Q ♦ Affiliatlons: o AA ♦ Consultants: m � nu b FOe Oc'2 JiF attiixllOo nIZ lL aa�� VWtiz N O 50) N v N w 3 z"Q ¢ =gaz gg8' C7dn�waa O N tom LLJ � � m eg W �NF 00 Ic � /` ,(A- rlFu J,1 IV Builder: 1 4 >. M a� U) �a Z ao w WO W LL N m W a z = W V (� m Z M 0 1c I! ♦ I Job Information: nl U J 0 0— N 0 N W (� 1 j j CV Z �o0) 00 W E 00 W f6 i z J m a Q W D _I 00 (n (n t01) Ii ♦ I Revisions: 1 YV 2 3 ♦ Model Name / Number: 1755 ♦ Plan Issue Date: Friday, June 7, 2019 V1 KA PROJECT NUMBER: 19-4063 Sheet: pnim Of: 1410 PORCH nEG 09 2019 r� M 0 >11 0 0 � M O +- M" 0 7 i 0 +' } -i3 D -� O T O CV T 2 c[3 CD {V Q) -0 CD T T Y C) k.61 .00 77 `-i ri--s VJcr> IT' + T CD 1Ag c T T a > W co •0 is ZI J H U c� � J +r co CD O T Lf7 � LL ■ F— F T T C Cc CO U- CD 1[1'3 LO L ALA COPY9 2019