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HomeMy WebLinkAboutBuilding PlansZon _ a TERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT. NO: TITLE BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25' LAP PROVIDED EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN, 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. NFPA 7014, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34-43 TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064% WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRECAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX 7" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL- 2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY 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 WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: EXTERIOR COVERING MASONRY WALL CONST. R703.71. INSTAL EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM G 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE IN, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI ( fm = 1500 PSI ) 2• MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACHEMENT LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL, EXPANDED METAL OR OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 112" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE CAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 1.0. DO NOTAPPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR I -JOIST** * LL / LL180 LL/360 LL/360 LL/480 TL/120 TL/240 TL/240 TL/240 COMMMENTS: WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 71W' LONG. 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY AND HORIZONTALLY (REF. 201.7 FRC R703.7.1,L R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. R703.7.3 WATER -RESISTIVE BARRIERS. *TL *TL MAX 2" UP TO 40FT SPAN MAX 3/4" *#' TL MAX 1/2" GENERAL ROOF LOADING WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. 42. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* 0 0 0 0 SYNTHETIC HOUSE WRAP. 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD OL SO 10 10 10 R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQC, Al CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE 20 50 10 • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. (NON -CONCURRENT-) CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E FlIbi PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: NOTE; LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN • AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS. ROOF DECK: PLYWOOD C-C/GD, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD LL TOP CHORD DL 40 (PSF) 10 (PSF) COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 150 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 25 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA O O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 (D 50 (+) 24.8 (+) 24.8 * O I (-) 27.1 (•) 31.1 +0 a} (D 5Q Y� (+) 23.4 (+) 23.4 100 0 25.7 (•) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x "_0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.57 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'1 OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS RECEIVED S-3 DETAILS JUN 15 2020 S4 DETAILS Permitting Department S-5 PRODUCT INFO SHEET St. Lucie County WP WATERPROOFING DETAILS M-1 HVAC N dg i g 3 m c E \delN 11117fJ77 N N � 'N 7�'A •* �. 15 ;Liles n d m 0 ' S1 P c OF �® a E 0 c E E ti00 gg2gE � a4 i° YoNo G u u m g�g7, ? V ^+ ram- m g od PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0(PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES x � � all 0- I( = -1 . a $ gfr m gm .. pi 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER o , LL B Q BOTTOM CHORD DL 5 (PSF) �++ w STRUCTURAL PLAN a §! a 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING v I g a W "' o -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. W m g o p 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: Y a W a 00 m m WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) v a 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:Fi 100 (PSF) � 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY a m a LIGHT STORAGE 125 (PST) 3 ¢ - vw✓w.rnsaaacon� THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES v 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. Y 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER ROOMS 60 (PSF) IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. n 1 � _ SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 150 (PSF) ffi ////���' `` Z N `� AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL @ HAND RAILS (1 200 (PSF) w W g 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) Z 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF)fill SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) FL UPLIFT CONNECTORS STAIRS 40 (PSF) O - Y FOOT NOTES v n c Z IN e 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSB ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG V 0 $ TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOP. m n 1 ) - NOT NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR I. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A @ W � Q F MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. Fr. .� E E Q w o FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 11 a �� 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the Intent of Designer/Engineer listed In the titleblock of these 10 U 8 N E 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 v O v�--- 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 _ N "� 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REPAIR 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 b U rR ~ 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 ® c 0 4 C review II the information contained in these documents, for to - INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE , BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Designer/Engineer a not .a ¢ a Q m PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omissions,or misinterpretations 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) 45 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. undetected and not reported to the Designer / Engineer prior to a120 DAMS HOMES TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 1A"x 21A" TFTENS 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 documents. Any questions regarding the MASONRY AND (7)­30d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (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 information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC133o146 MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SDS SCREWS AND (5) 1/4" x Z 1/4" TfIENS 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 Assurance Manager at 321.972.0491 immediately. No backcharges v 3000 GULFBREEZE PARKWAY PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER will be considered for reimbursement by the Designer/Engineer w NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE 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. without advanced notification and approval by the r "= GULFBREEZE FLORIDA 32563 MISSED, CONTACT THE FOR FOR SUBSTITUTION. Designer/Engineer. Payments will be made In accordance to the a terms of the agreement. DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON Hi w/ (26) CODE REFERENCES ARE SUMMARIES EO CODE SECTIONS. 2 PORT ST. LUCI E 16d x 24/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. B MASTER REVISIONS ri DATE DESCRIPTION m N DAMS HO S ME a ~ W gZ N Of Northwest Floridan \w o / m oo m 7 g d v G� F-YUm M a 2 - 0JLLIZ) no a//�� Ra N J m U) (n 3000 GULFBREEZE PARKWAY GULFBREEZE, F10RIDA 32563 m VModel Name /Number: d�� _ N 2320 REVit1Clf CO �7Y / c Plan Issue Date: OATS wyED FOR COM �1N�' DIl a Tuesday, April 14, 2020 PLANS i/ AND PERM17 vVI KA PROJECT NUMBER: SITE OR NOIN ilN)oNJOB Kelp 20-1476 MODEL 2320ILL BpMDE rn Sheet: � Of: N L m C COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.jgfl .TOP BOTTOM NO BWl 16" (2)J.Sd TOENAILS (2)16dTOENAILS SPF UPLIFT BW2 16" SP2 W/ (6)-10d SRI W/ (%10d STUD, (0) 10d PLATE STUD, (4) 10d PLATE SPF 402 BW3 1g^ (2) SP2 W/ (6)10d (2) SRI W/ (6)10d SPF 803 D 100 PLATE STUD, 4 10d PLATE NO BW4 16" (2)16d TOENAILS (2)16d TOENAILS SYP UPLIFT Bw5 SP2 W/ (GE10d SRI W/ (6ELod is' STUD, 6 106 PLATE STUD 4) SOd PLATE SYP 439 BW6 (2) SP2 W/ (6) LOd SRI W/ (6E10d Ls" STUD 10d PLATE STUD 4 10d PLATE sm s7s NO BW7 12" (2)16d TOENAILS (2)16d TOENAILS SPF UPLIFT BWB SP2 W/ (6E10d SRI W/ (6ESOd 12" STUD, (6) 10d PLATE STUD, (4) ]Ad PLATE SPF 1 535 BW9 (2) SP2 W/ (6)10d SP1 W/ (SYiDd 12' STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 1070 BW10 12" (2) S6d TOENAILS (2) Ted TOENAILS GYP O BW11 SP2 W/ (SE10d SRI W/ (6E100 12" STUD, (6) 10d PLATE STUD, (4) SOd PLATE SYP 585 BW12 (2) SP2 W/ (6)10d SRI W/ (6}10d 12' STUD, 6 10d PLATE STUD,(4) loci PLATE SYP 1170 BW13 NOT USED TOP OF.... WALL ,-L -DOUBLE 21 TOP PLATE SEE PLAIN P- MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2% HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS.WRHIN WALL INDICATED ABOVE WITH --SEE MS03/SS FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WF09 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS d TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION �^U 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 0 32" O.C. 7/16' DSS PLYW'D W/ SAME EMBEDMENT W/ed NAILS AT 4"oo SEE GENERAL NOTE#8 BRG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2X4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF 02 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SRI AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "ETW" IS INDICATED ON SECOND FLOOR BASE. CONNECTION TO IGNORED, SEE WFOS/SSA OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST BOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY). 6. IF "SW' IS INDICATED THE WALLIS CONSIDERED A SHEARWALL AND REQUIRES MIN. 711W OSS PLYWOOD W/ Sd NAILS AT 4" D.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL2X EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAIUNG SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS 1NOICATED WITH THE DWI, BW4, BW7, OW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2. 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. SPI/SP2-0RIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PATE TO ACHIEVE THE TABLE LOAD. LOd- 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE( CONN. & FASTENER UPLIFT(Lb) C1 (3)2X4*2 SPF (4)-led TOENAILS 0 C2 (3) 2 x 4 #2 SPF DTT2Z W/ 1/2• WEDGE ANCHOR* & (8) 1/4- X 11/2- 2145 SDS SCREWS (3) 2 x 4 SYP #1 OR (4) - i8d TOENAILS 0 D1T2Z W/ 1/2' WEDGE C4 1 (4) 2 x 4 SPF #2 ANCHOR* & (8)1/4" X 11/2' 2145 SDS SCREWS C5 4 x 4 P T.#2 ABIJ44 W/ 5/8- ATR** G = Sees SYP POST & (12) - 16d NAILS U = 2200 6 x 6 BT. #2 ASU66 IN/ 5/8" ATR** G -12000 CB -SYP POST &(12)-16d NAILS U-2300. S x 8 P.T. #2 ABU88 W/ (2)- 5/8" ATR** G = 24335 C7 SYP POST & (18) - Sed NAILS - U = 2320 3.5 CB 1,8E x3.6 P.L. =400 PSI HDUB-SDS2-5 W/ (14) 1/4" x 21/2' SDS WS & 5/8' EPDXY 5645 (WOLMLANIZED IF EXT.) ANCHOR, OR ATR** x 5.25 P.L. HDU65DS2.5 W/ (14) 1/4' x Q3-5 1.8E Fb=2400 PSI 21/2' SDS WS & 5/8' EXOPY 5645 OLMANIZED IF EXT. ANCHOR. OR A7R*• 3.5 C10 1.8E x 7 P.L. Fb-2400 PSI HDU8SDS2.5 W/ (20)1/4" x 21/2" SDS WS & 7/8' EPDXY (WOLMANIZED IF EXT.) ANCHOR OR ATR*** 6970 Cli 1.8E R1-2400 PSI 21/23( SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR- *-7 x 7 P.L. HDU8-SDS2.5 W/ (20) 1/4' x 12 1.8E Fb-2400 PSI 21/2^ SDS WS & 7/8' EPDXY LMANIZED IF EXT. ANCHOR OR ATR*** 7870 GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/53 4. MINIMUM BOLT EMBEDMENT: 5- EMBEDMENT FOR 1/2- ATR G" EMBEDMENT FOR 5/8' ATR e" EMBEDMENT FOR 7/8" ATR 5. IF [01 COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6, SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL CIA. / LENGTH PNEUMATIC GUN COMMON W. GUN APPLICATION NAIL DIA-LENGTH NAIL SPACING ad . GA31" X 2 1h• 0.1.31" X2 %' SEE WAN RING SHEATHING SHANK ON ROOF ROOF & WALLS SOd OR 12d 0.148' X 3" 0.131' X 3" SEE FLAN BLOCKING & TOE 0.148" X 3 M" 0.131' X 3 M' NAILS & TOP PLATE 121 0.148' X 3 W OA31" X 3 U' 8' O.C.(COMMON) STUD WALL W O.C. GUN NAIL CORNERS JOG. 0.148" X 3" 0.131' X 3' e• O.C.(GOMMON) STUD PACK 6' O.C. GUN NAIL COLUMNS 38d 0.162- X31W OAX'X 3?A" (2)16D(COMMON) GEE PLAN (3) is (GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CON4ECTIONS (2) -2 x 8 #2 SVP W/ 7/16" CONNECTION; PROVIDE (2) Ml OSIR FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12" OR 12) SIMPSON HETA16 TO CMU O.C. TYR EACH SIDE COL U.N.O.ON ROOF PLAN. (2)-2x 10 #2 SYP W/7/16" CONNECTION: PROVIDE (2) BM OSB RITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12' OR (2) SIMPSON 14ETAIG TO CMU O.C. TYR EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) OSB BATCH PLATE. NAIL SIMPSON LSIA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS IT 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -1 3/4• x 11. 1/4" LVL CONNECTION: PROVIDE (2) 2.OE Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING 12) ROWS 1/4' x 91/2. SDS W000 SIMPSON HTS20 TO WOOD POST SCREWS 0IS" D.C. TIP' OR (2) SIMPSON HETA16 TO CMU EACHSIDE COL U.N.O. ON ROOF PLAN. (2) -13/4^ x 11. 7/8" LVL 2.0E IL-2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SIDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 0 16' O.C. TYR. OR (2) SIMPSON HETAI6 TO CMU EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 1 3/4' x IB' LVL 2.0E Fb=2800 PSI, NAIL BEAM CONNECTION: PROVIDE (21 NA TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4' x 31/2". BOB WOOD SIMPSON HM20 TO MOD POST SCREWS as 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACHSIDE .COL U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN, 4- BEARING EACH END) - 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R.. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2)' 2X6 #2 SYP SEE GENERAL HEADER NOTE 95 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3.. (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/L" FLITCH PLATE THIS SHEET O(2)"2X12#2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H5 (2)-1314"X 11 1/4 ATTACH TOGETHER All (2) ROWS VWX 3112' LVLZOEFW25ODPSI sDs wD SCREWS G IT O.C. TYP EACH SIDE H6 (2)-13WX9114 ATTACH TOGETHER All (3) ROWS 114• X 31/2' LVL 2.OE Fb�2WO PSI SDS WD SCREWS@ 16' O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REG. AT OPENINGS OPENING 2X4 WALL 2X6 OR 2X8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 11-03'-11" (1) (2) (1) (2) . 4'-0 -9'-0" (2). (3) (2) (2) 10'-0" - 3:6'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE let FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING. WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR 13) 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. 0=0 N 6 13 S DBL 25 SH EGRESS MASTER BEDROOM 8' CEILING 14' 0" O' •ODD ' I� , 2668 20' 6" 9' 9" TYP. C6 11' 4" Bm3 29' 8" 11A3 , 2' 8" 610. 2' 8" ' 4' 8' 8' q' 101811 BW2 4050SH Ile COVERED PATIO 20'-0" x 10'.0" O�y H1 © N3 s'esC) 100 , A 8' CEILING A OO N MS03 2 0 S-1 O G N DBL 25 SH G.T. -- _ -- -- 868 BREAK IN COILING LINE A BREAKFAST NOOK VAULTED CEILING J 2' 10" .. 3' 0" 36" FLAT I AR TOP ON 3d64" WALL I ' O � a "�' i0 Cq DBL VAULT RIDGE LINE ----------SINK---- ---' - - - - - - - W z 0 " D/W k CH FAMILY ROOM ' 10" VAULTED CEILING 1-,'-� , _ VAULTED CEILING 66 2'7". 2' 1" 6' 8" o , 1P O H i 1­fV _X R9� N W pppp FD I S N K 3868 8' CLG. 2' 2" 3' 4" SX4 COLUM m• 3X4 �v TO CLG. `v 4 8' CEILI G F G. ro u' 0 0 o SHW R D 86E I F 3,.2„ �C a I � • 2668 I 10, 1A 2668 IEL 1' 7" L 5' 6" 3' 6' I ' I 1 I DRY DRYER VENT A gip. W.I.C. ly ( I. THRU ROOF S'CEIING 'Qp. B' CEILING I ¢ MAX LGT 35'-0" 0 i m I HANSON BOX LIWASHI I ®36"AFF - - - - R/SH - - - - L �Uj e 286E C2 BW2 H2 H. 2' 8" W 20' 8" m BUILDER TO PROVIDEACCESS ATTIC ' NICE PROTECTION IF ; LOCATE IN FIELD MD BY MUNICIPALITY. "�21f2'_ X 54" MIN ; 4EET 4 FOR DETAILS 2 CAR GARAGE W CEILING , 12 ' , 8.2 I , H ' , I I 16 X 7:OVERHEAD DOOR 1& 0" �„ x„ 3" 2' 6" 4 6 in 8X4 TO 3068 FRAME WALL T1 I 8' HIGI PROVIDE PLATFORM FOR HVAC UNIT VERIFY SIZE WITH MFGR 12' 2" 10, CEILING LINE II �, jfN1� 42" HIGH'�I KNEE WALL II W/ CAP Ili TO CEILING 42" HIGH,, KNEE WALL W/ CAP EM 2" F HALL 8' CEILING triC ACCE51 a FOYER EN REQ. 10' CEILING BY C9AE_ _ S07 m S-1 010 ELEV "B" CRAFTSMAN ELEVIkTION NOTE: AT ALL FRONT ENTRY COLUMN LOCATIONS USE VIE FOLLOWING: 16" SQ. CMU BASE W/(2) #S'S A.F.F. W/6X6 POST W/SIMPSON ABU66 W/ 5/8" A rR & (12) 16d NAILS IN CENTER /COLUMN WRAP SEE ELEVATION FOR BASE HEIGHT ALIGN BEAMS Will 4 POSTS m l cO I BEDROOM #4 8' CEILING 14' 4" , 4" v 8' 6" FTe DBL-2068 IN w = v R/SH iv ~ z I DATE CE W m 8 CEI1LIIN c N n N N m Ir \J R SH _ - a C I N DBL-2068 10, Q m BEDROOM #3 8' CEILING R/SH_ I f DBL2068 GIRDER ABOVE L- BEDROOM #2 8' CEILING DBL 25 SH O �LOO R P 5 LE: 1/4" = 1'-0" ELEVATION 11611 2 wo W 0 m O N I oD a `a 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B M +27.6/-29.9 B +27.6/37.0 Q+26.5 / -28.8 O +26.5 / -34.4 " X) +24.8 / -271 O +24.8 / 31.1 O+24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND .SPEED. THE WIND PRESSURES LISTED ABOVE ARE 'ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL m BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING o ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. R MASONRY WALL X N S 5 5 GENERAL NOTES E *ea0`QPg1.ONtt tRR�!rr's N E S r,�0 1. R302,5.1 Door from garage into house must be a = ���' �\G F '•. S � N minimum 1 3/8" solid Wood door, solid. or "7 IND 87 4 '. -X honeycomb steel door, or 20 Minute fire rated door. f - 2. Bathroom exhaust fans must vent to the exterior of < C the building, exhaust to attic space and soffits is not TL a g-=p,TE F 4 acceptable. Ventilation shall be permitted to exit through `_ ?=J<'.• P = ,'y the SOME If solid soffit Is installed 5'-0" on each side of �( the venting. "E: 4. y1" Q) 3. R302.8 The garage shall be separated from the residence and it's attic by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch $ (15.9mm) type X gypsum board or equivalent. Where . the separation Is a floorcelling assembly, the structure supporting the separation shall also E m a Protected by not less than 1/2 inch (12.7mm) c 1 1 1 1C103 m N gypsum board or equivalent.. m Ew RFY. V €dimFe' �GoGo 4. R312.2.1 Window sills In dwelling units, where the w ' L7 o opening of an operable window Is located more than 72 Inches (1829 mm) above the finished grade or°��' °' z r surface below, the lowest part of the clear opening 8• h �Al - a Of the Window shall be a minimum of 24 Inches `d'a4 ; w 'E` �, a.W w (610 mm) above the finished floor of the room in c which the Window is located. Glazing between the °' ..8 &Z < °' 1 0. floors o IL ,i?$.. z znd 24 inches (610 mm) shall be fixed or have g £�6M y N 0 3 Of openings through which a 4anch-diameter (102 mm) co g QIII-5 m m msphere oanrlot pass.19LL 5. R308.4.2 All windows Within 2'-0" of doors and in -w1Shower or tub areas will be safety tempered glass. 2W M 6. Ceiling for exterior entries and covered porches to t " fi W .MSENG COM '.. ❑ ❑ ❑ have 7/16". span rated OSB nailed per zone on m w roof diagram nailing schedule or 5/8" COX 10� � 1X T&G acceptable for substitution. I Z ro g Aa 7. EC: R402.2.4 Access doors from conditioned spaces to Z a a unconditioned spaces (e.g., attics and crawl spaces) ¢ o she[[ be weathersuipped and Insulated to a level g 0- equivalent to the insulation on the surrounding surfaces. t/1 $ 8. Laundry Note: (Unless noted otherwise) Provide dryer QJ 2 - vent thru roof max. Igt. 35'-0', washer & dryer units 4-' w u (washer unit to be always on left side when feting p E units) hanson box @ 36" aff m i 9. Ceilings for exterior entries and covered porches to be V) ot m 7/16". OSB on underside Of roof trusses Shall be o N= 0 attached to all framing members with 2x blocking v f4 U W provided at perimeter. The OSB shall be attached w/.8d ---- w 0 0 ;y nails at 6" O.C. field and 4" O.C. at edges or 7d screw c g I shank 3" O.C. field and 4" edges.. Vinyl Ceiling to be c x .._ attaches to OSB per manufacturer specifications I U � 0 o a a om � N &LDAIIS H611111111CS a c 5 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: t PORT ST. LUCIE Job Information: 4 O N m a (n 4) IL O UNJ z00 LLI j N 1= � N o CO it) 00 U • y m cQ a N 0 J LL,I LO p N JmW(!� n LL N VI 01 Model Name / Number: U 2320 AREA CALCULATIONS V1 PlanlssueDete: 1st FLOOR 2332 S.F. o Tuesday, April 14, 2020 e KA PROJECT NUMBER: u TOTAL LIVING (AC) 2332 S.F. 92 20-1476 GARAGE 437 S.F. rn E /ram Of: COVERED ENTRY (BASE)54 S.F. /Q`JCOVERED PATIO/LANAI 112 TOTAL AREA UNDER ROOF 2823S.F. $FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. GENERAL FOUNDATION NOTES IF GREATER THAN 24" CONTACT FOR OR IF GREATER THAN 24" CONTACT FOR OR UNLESS NOTED OTHERWISE REFERENCE FMASW FOR STEM WALL OPTION REFERENCE FMASW FOR STEM WALL OPTION 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE V REINF. OPTIONAL CURB FOR -I -I F F VARIES LAPPED MIN. G" AND SEALED. GRADE SEE PLAN MASONRY @ ELEV. 0 -0" "' ;" _ - ' ' - W/ (1) • #5 BAR CONY `�' ' 2 4" 2500 PSI CONC. SLAB W/ 6X610/10 W W F, OR MINIMUM .75 LBS ,� ^_._.= •k. , ,'• , OF FIBER PER CUBIC YARD HBERMESH/RBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 2 STORY: 20" X 20" 3 0 INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO :! ! REINF. N 1 _ W 3 - #5 CONT. BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTG SEE PLAN ► DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. (2) #5 REBAR `16" (2) # 5 REBAR 4 CONS LT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR BEARING RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. FM01 SINGLE STORY FTG 1/2' 1'-0" FM02 SECTION @ GARAGE I 1/2"=1'-0" 5 EXTERIOR SLA855HALL SLOPE I/12'PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 1 REINF. SEE PLAN j 8 ALL FOOTING SHALL BE MIN 12" BELOW GRADE _Ff ro Z(1) 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB W#5 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY REBAR it ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: CONT. 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION 00 .REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE - N ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF go FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95%OF MAX v DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR ) IN FM03 THICKENED EDGE 1/2" 1'-0" =1'-0" ONDAL THELIFTS NOT TO FOUNDATION PLAN HAS 12'.THE FOUNDATION BEEN DESIGNED FOR A MIZES IINIMUMISOILD v BEARING CAPACITY OF 2000PSF. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FLR. sills ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE c4i •�� 2 STORY: 20' X 20" 4" CONC. DRIVE W/ 1/2" EXP W 3) - #5 CONT. JOINTS 10" O.C. TYP. 18 (2) #5 REBAR FMO9 SECTION @ GAR. DOOR 2x ERG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ 3 - #5 CONT. FOR MORE INFORMATION) SEE PLAN •"-# 4 16" 4" 245 REBAR FM11 I STEP DOWN BRIG. 1 1/2" =1'-0" = r-o" OPTIONAL CURB SLOPED GROUT SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" SEE PLAN CURB TYP. SEC. ELEV. O-0 WITH I (1) #5 BAR CONT. R B ]/ (G.C. VERIFY) °D F.F. REINF. io t _ # (SEE PLAN) 2 #5 CONY. INSTALL LINING ` w 2 #5 BENT BARS W/ MATERIALS PER *' h m MIN. 25" LAP SPLICE FBC-R P2709.2•:; " - MUDDED FLR. 16", SLOPED TO DRAIN MIN. #5 CONY. FM14 SECTION @ RECESS SHOWER 1/2"=1'-0" FM1$ TYP" STEP FTG. DETAIL 1/2"=r'-o" ALTERNATE: REINF. THE REINF. BARS SHALL BE #5 CONY REINF GRADE SEE PLAN CONTINUOUS AROUND CORNER SEE FND. FOR BY COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 25" 45 X 25" X 25" N CORNER BAR ONE E ' - FOR EA. HORIZ. N REBAR, TYP. U.N.O.. (2, #5 REBAR 16" A/C CHASE 2 STORY: 20" X 10" 4" PVC SLEEVE THRU FOOTING W/(3) - #5 CONY. FM19 TYP. CORNER BAR DETAIL 1-1/z"=r-0" FM23 TYP. FND PENETRATION 1/2"=1'-0' STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM F.C. SPACING (O.C.) NUMBER/SIZE OF BARS LAT. HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL 0'-0"-2'-0" 8" SO" 16" 20" W/ (2) #5 BARS <674# 6'S" >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" W/ (5) #5 BARS CONT • 7 >4'-O" - 5'-4" 16..: 18" 'a.. 48" #5 18" O.C. TRANSV. 1182# 2'- BEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL f y ' SEE CHART ABV. 4AM. F.C. SPACING (O.C.) I "' W.W.M. TO BE TIED TO #5 AA CONT. REBAR (1) #5 HORIZ. CONT. RED TO EA VERTICAL REINF. BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4 " (1)#5 HORIZ.CONT.TIED TO EA. VERTICAL REINF, B „ FIN GRADES" MIN. r TO TOP OF STRIP FrG.COMPACTED CLEAN FILLIN W"MIN. MAX 12' LIFTS STRIP FTG. W/QTY OF COVER REINF. PER SCHEDULEC (3 SHOWN) FMASW I STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND -VERT. F.C. ABV. FDN. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND PER PLAN SPACING #4 TURN BARS ARE REQUIRED W EACH FILLED CELL LOCATION. EACH BAR TO NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM r-SE #g 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK ® 16" We, * O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-W TALL (TYPICAL ALL CORNERS) B.IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS TO BE AMINIMUM 12" BELOW BOTTOM OF POOL OR WATER FEATURE. *SEE NOTE 5 7. ALL STEM WALLS GREATER THAN (4). COURSES SHALL BE FULLY GROUTED. b S. R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0' TALL NTS FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRANTY CAP. Ib9 F1.0 V-0" %CONY. 11.0' 2 A5 E.W. DOT.. 20W 52.0 i; 2'-O" X 2'-0' 1'-0' 3 #5 E.W. BOY. 7200 F2,5 2'-6' X 2'-0" 11-0" 3 #5 E.W. BOT. 11000 F3.0 3'-0' X 3'-0" 1'-0" 4 #5 E.W. SOT. 1560D = 1' -0" Fd.S 3'-6' X:3'-6" 1'-0" 4 #5 E.W. BOY. 21500 F4.0 4'-0" X.4'-0" 1'-0" 5 #5 E.W. BOT. 28000 P4.6 4'-S" X 4'-0' 114. 5 #5 E.W. BOT. 34500 ',. F5.0 5'-0" X 5'-0' 1'-4". 6 #5 E.W. BOY. 42500 F8.0 6'-0" X", V-4" 7 #5 E.W. BOT. 61500 LEGEND Q - INDICATES SINGLE -STORY FocmNG - INDICATES TWO-STORY FOOTING -INDICATES PAD FOOTING ■ ■ ■ 1 � M01 <r 3 1 � 1 1 1 1 , , 1 , , , , 3 r, O FD 9' 2„ 9' 9" 919. 6" F2.5 F2.5 FMo3 3 1 '_______________ _____ • n" nog a" 8" 610. 2 8" ' . 4" PATIO SLAB cI W/ 8"xS" THK'N , i EDGE m n O . 1 N FM01 v , 4" , 8" , 4"7. O" g' 1p^ 3' 10" o, STEP DOWN 4" ilt F2.5 ■ ---------------------------------------------------------------------------------- - ■ FM01 3 lq ti �^ FM01 SINK o � , TUB a fir. LAVI .-... \ 1 ' no 10 W/C cN i l o i rr 11 i� 3' 8* 2' 9" 2' 0" EI III ' z� { VT< e I ul to >y ,` I I 3 X 4 I (N O e (o o I n O i',1 I I SFIWR �_ - i 'O N U Ilk L , ■Ii.HVAG: iy / 0. _ y' --- I w `?PROVIDE CHASE o) > 3 �_ -jV :FOR HVAC UNIT ' s/ ■ 9'YO" (o MASON TO COORDINATE W/ 0^/I'� , O BUILDER LOCATION OF ELEC. GROUNDING. SEE ELECTRICAL S .--------- _ ____ __-.'y,1..rrJ _J1 _____.O __1____ __________ _) SHEET FOR DETAILS ' , STEP DOWN4" "---------------- con , FM11 " WHO 3 I , ■ ■ , , -, F 311 FM01 F 0 ' STEP DOWN 4" i ■ 3 , I I ■ ■ oII In FMO FMOI (o F3.0 3 1 C.J. - 1 02 a __ _------- , 1 1 3 � � IO i FM03 i i. in T o , ' I ' 4" STEPDOWN FROM ENTRY TO SIDEWALK ■ ■ 0 0 40" 68" 40 o. FM09 iL HOSE ; (2) #5 BARS ( 3 (2) #5 BARS (b BIBB ' W/IN F.C. , IN F,C. I 4 TM�/ a CORNERS FOUNDATION PLAN SCALE: 1/4" =1'-0" ELEVATION "B" ```tOtl\Y ITTT7ojTi � N 864 r Lr: CL «� STAY cL moo•`` n spit p t3?: ar�3tLii�SiT7 aTtVtA pp p 21111 cq N 00 N ODD gg CI n m ri� [Ji tJi LLJ 8< RyR a Mn a 1.9 W LL L W �s6 ` 0�9�- a, � z g_8 O s m^ O O C OD J wn5»8 " �g of 9 m m �. o-# ,. Z�a d a a ■ y �� ��€ 'MWJ.f03ENG.COM ❑ ❑ ❑ c L Q v c " 8 8 N v N Ef6 0 ~ I U Ln v� n... c V O� O %-. 4i U IN�v� o Q of o m mli a A DAMS HOMLS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 Ilk 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a s DIVISION LOCATION: z PORT ST. LUCIE VI Job Information: c a 0 N M m a N y � w 14 zLu Do oc C M i-n N ® "J LLI n �p In LC O M r ') (/� mModel Name / Number: N 2320 Eli v _o VI Plan ISSUE Date: a" Tuesday, April 14, 2020 KA PROJECT NUMBER: s 20-1476 n rn � Sheet: I� 3 Of: 0 L m aI FOUNDATION PLAN U FILE GOi" ° 3" LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,340 x 3 = 7,020 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 1 400 GEN LIGHT'G & RECEPT. + APP. CIR. = 35,570 SUBTRACT 100% OF FIRST 10,000-10,000 A= 25,570 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 25,570)=10,228 + 100% OF "B" _ (20,000) = 20,000 TOTAL WATTAGE = 40,228 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 168 ASSUMED EDGE OF WALL Q e» 2x6 WAIL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. cum KNEEWALL CONSTRUCTION N.T.S. 2" VTR TO SANITARY 2320 PLUMBING RISER SEWER INSTALL FAN QSOX PREWIRE ,\ ,\ CIRCUIT P 1 'MICRO 111 I�I u 11 VI --------- , INSTALL FAN / - OX PREWIRE WP GFI I GFh \ GFI ------- w I, � I U , DISP I I I ,I `- t20 � D I I GFI crr d FAN I ;PREWIRE >c � \ ' I T / GFI CM 1 / , I , I l / I 220 I r — � GFI I L _ J �W220 GFI ® w 42" AFF , 1 /11 Q J e � z i ATTIC ELECTRIC � � w a i IF REQ'D BY CODII J , ;w , i GFl OR GARAGE GFI CaCOA(;11 LIGHT DOOR OPENER 42" AFF / PLACE COLUMN ' NOTE: COACH LIGHTS ON LOCATION OF METER AND PANEL BOX WALL BEHIND WHEN TO BE BY BUILDER. IF NO GARAGE SERVICE / CRAFTSMAN ELEV ' DOOR IS PROVIDED A DISCONNECT SHALL IS USED BE ADDED AT METER LOCATION. I � I , � I I I I I � I COACH LIGHT ` �� � •� _ __ - _ - _ �- _ �- -''- - COACH LIGHT BIBB QINSTALL FAN 90X PREWIRE / INSTALL FAN BOX PREWIRE F � I I I I F CM ATTIC ELECTRIC .5 IF REQ'D BY CODI I `1\ "\ INSTALL FAN BOX PREWIRE cy ELECTRICAL PLAN SCALE: 1/4" = 1'A" ELEVATION "B" ------------------------------- ELECTRICALNOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2"AFF 2. ALL TRIM PLATES &DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION &SIZING OF ALL ELECTRICAL, WIRING &ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBCR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED WALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE, 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 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 61h 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 OR GARAGE GFI CaCOA(;11 LIGHT DOOR OPENER 42" AFF / PLACE COLUMN ' NOTE: COACH LIGHTS ON LOCATION OF METER AND PANEL BOX WALL BEHIND WHEN TO BE BY BUILDER. IF NO GARAGE SERVICE / CRAFTSMAN ELEV ' DOOR IS PROVIDED A DISCONNECT SHALL IS USED BE ADDED AT METER LOCATION. I � I , � I I I I I � I COACH LIGHT ` �� � •� _ __ - _ - _ �- _ �- -''- - COACH LIGHT BIBB QINSTALL FAN 90X PREWIRE / INSTALL FAN BOX PREWIRE F � I I I I F CM ATTIC ELECTRIC .5 IF REQ'D BY CODI I `1\ "\ INSTALL FAN BOX PREWIRE cy ELECTRICAL PLAN SCALE: 1/4" = 1'A" ELEVATION "B" ------------------------------- ELECTRICALNOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2"AFF 2. ALL TRIM PLATES &DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION &SIZING OF ALL ELECTRICAL, WIRING &ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBCR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED WALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE, 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 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 61h 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 $3 THREE-WAY SWITCH COMBO UNIT FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH � FLUORESCENT LIGHTING -¢- CEILING MOUNTED FIXTURE �--�� TRACK LIGHTING SCOUNCE (WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET a CEILING FAN 110 VOLT SPLIT SWITCHED OUTLET W GROUND FAULT INTERRUPT � DOOR BELL CHIMES It WP WATER PROOF W/ GROUND FAULT c=i 220 VOLT OUTLET O-- DOOR BELL I71 tSPECIAL SERVICES OUTLET DIoSP DISPOSAL TV❑ T.V. CABLE OUTLET DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX ❑ WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTONpj OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERG ROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY—W POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # a TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO, LO 1= N N V F� (00 0 LL it10 '1Ln 000 � � I PORT ST. LUCIE I Job Information:CN O _N N Z W Z OD LtJ m I`fr> oD = �, 0 _I LLJ Z) n a JmUiun " Model Name /Number: 2320 Plan Issue Date: Tuesday, April 14, 2020 KA PROJECT NUMBER: 2a147s Sheet: /� Of: ELECTRICAL PLAN OIED TOP OF BLOC F1 ALL t6 N. FUR.- TOP OF WINDOW HEAD H_EI io BLOCK HT O 60 WINDOW HEAD HEIGHT 00 b 25 SH FIN. FLR. LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 2650 SH OF BLOCK F4 FIN. FUR. HEIGHT 4- ■ 25 SH 4W OFF RIDGE VENT LITE TEXTURED DECORATIVE CEMENTITIOUS COATING J (2) 25 SH 2650 SH Tj F OF BLOCK .DWI OWHEAD 0 BIB FIN. FLR_ 4050 SH 2650 SH RIGHT ELEVATION "B" SCALE: 1/4" = 1'-0" 2650 SH (2) 25 SH TOP OF BLO --- HFAD HEI HT pp O TO -1N. 12 6 ALL 48"OFF RIDGE VENT 48. OFF RIDGE VENT WINDOW HEAD HEIGHT 34/2 SH 3 4" X 4 -0" TEMP. FIXED 25 SH GLS. WINDOW CNTR. ON TUB J. FLR. DOOR 12 --- - — . REAR ELEVATION "A, B" 6 ALL SCALE: 114" = 1'-0" tx TOP FBLOCK o 1 0000000El iO TOP OFTRANSOf (2) 26 SH VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net so Inchon nF vwR I. n ., nn...11w e.". 1..«al,e ......._�.. Soffit product provides 4.12 net sq in / sf Ridge vent provides 1&00 net sq In / If Off ridge vent provides 13&00 net eq In /s} Overhang distance 1.33 R S.F. of Area to De vented (SF) 2823 s.f. Total needed for exhaust for upper 1/3 678 net sq Inches Total needed for intake (soffrt area, lower) 678 net sq inches Number of Off Ridge Vents for upper 1/3 needed - - 5 L.F. of Ridge Vent needed (can be used In combo with ORV) 38 Lineal Feet Of Uffit needed to meet required 123 Lineal S.F. provided by plan P49 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING LEFT ELEVATION "B's SCALE: 1/4" = 1'-0" a o HUI (2) 25 SH 3068 DOOR W/2 1068 SIDELITES W/ 5020 LITE TEXTURED DECORATIVE TRANSOM ABOVE CEMENTITIOUS COATING FRONT ELEVATION .ifBig SCALE: 1/4• =1'-D" I i J7� li, r l i v s ``vaT Tter,fr'� 0 •. J, F s. ra 87864 �N * " a n 9 ST TE OF ;`¢ �(20,0 N N it '6ilt g OF BLOCI: - E E 9 m sW FL00 In 0 t,s�� 60 13 V7 Za a 2 Z a � �Wsm;„ h �g 30 � � wS$-'. D1 11 o: � g FIN. FUR., o '�$= Z�'e ¢ a �Wg 8 s fi V' ro — z�. N Z M g 2 �... ,. c Q e C �._: 3 a c Z o- IfTll. N 0 Q 9 0 U H E our Ln c m w0 E v�o� Ri cvg DAMS OMB FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a DIVISION LOCATION: t PORT ST. LUCIE VI Job information: LD a o N M Ov W Y Z CN 6 LO Ljj i DD _ o A \ - 00 .� o 0 J LU y ...Im(n(6 Model Name / Number: 2320 .i H Plan Issue Date: — Tuesday, April 14, 2020 a KA PROJECT NUMBER: 20-1476 T m Sheet: /� Of: V^ m ELEVATIONS - B CONNEROR SCHEDULE FOR: ADAMS NOTES 2320 ELW Bw/30'x10'L-W D"'ASACNAt 'CONNEROR UPLR TRUS510 - BEARING POINT UPLIFT CONNEQORIO O6WN PATNG FASIENEM FROM SEE DE' G-C- TO PR( BLOCKING' W/ APA RE( FOR SPAN F 7/16" OSB. SEE "HIP/R BLOCKING" 0 LU a_ x ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHINI THICKNESS IS 15/32".) IF 15/32"' IS USED, THEN THE ALTERNATE BLOCKII IS NOT REQUIRED AT HIP SECTIONS 20'-0" MAX 20'-0" MAX T803 Q EQ'ss d - Q CONTINUOUS BOTTOM CHORD v "X" BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL TBO4- - - - 4 (VIDE DETAIL TB01 `T '0 COMPLY :OMENDATIONS- ATING OF - - R DGE ` DETAIL - - - - - - Q - - - o g w Q O � � Q V w - - - - EQ. TOP & BOTTOM CHORD GABLE END BRACING @ =� , 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE! 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBOS REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs Y- I. O 4 FT. !___________________________________________________ _________• 1 O 1 4 FT. 31 2 2 ' L e. 5 FT. 4 FT. O 541. 4 FT. I � \ 1 O O\ IOI\:4`FT.4 /-I FT. ) 4 FT. l x O ROOF NAILING ZONE DIAGRAM o AO NAIL AT BASF 2ROWS @4"O.C.W/WCOMMON NAIL ROOF NAILING SCHEDULE. O NAILATTOP PLATE TWO ROWS@4"O.C.W/8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" 01 IN FIELD O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" 0.0IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD E O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE: IF 518" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/Bd COMMON NAIL SHANK NAILS) F� PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER NOTE: W/ Bd COMMON NAILS @ 4" O.C. 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 O (2) 8d NAILS @ 3- O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1).1&1 OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8". ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8' SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 13/4' STAPLES & 2' O.C. ON EDGE & 4' O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/0' 15132" OSB EXPOSURE 1 (2)- 2x TOP PLATE 15/32" OSI3 BEYOND EXPOSURE) SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X"X IF NOT FULL HEIGHT SHEET 2X RIBBON. OR BLOCKING BETWEEN FLOOR SYSTEM 1/2" II I I I - II If I II I I SOLID 2x BLOCKING @ ALL _ Of SHEATHINGEDGES II1 " II C II Y111 (SEEIII SECTION X-X)III OPENING III II III q l I II ', II III II II JI 11 II II II II 11 II III II - II II I I II II II II II 1 2X STUDS tin BEYOND. m SEE PLAN ❑_ -Ir I I I. II I 1 1 II I I I 11 1111 II II I III it II 11 I HORIZONTAL WA FVATION DIAGRAM "S" = NAIL SPACING z_ WLLS O. O a LWCM W kou, p �imO¢ /NWR0~ O LL N LL 2x4 P.T. BASE PLATE BEYOND SEE PLAN ATALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) Sd NAILS ALTERNATING STAGGE ED 3" O.C. BLOCKING SECTION X-X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE 10 TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. NTS SIMPSON - CONNECTOR SCHEDULE USP-CONNECTOR SCHEDULE MARK TYPE CONNECTORSFASTENERS SPF SYP CONNECTOR B FASTENERS SPF SYP OFRAMETO HETA10 W(9)l Od x 112" OR - HTA18w/(10)10dx112'OR MASONRY HEfA20w1(9)10d x l 112' 1810 HTA20 W (10)10d x 1 112" 1585 1970 B FRAME TO H2.6AW100)Bd NAILS 5 30 565 R77AIII (10)Bd NAILS 515 585 FRAME O FRAME TO HI0AW(18)IWx112" 1018 10{0 RTi6AWl(MIOdxi 12' BOS 1020 FRAME HI0A-2W10S)l0dXl V2'AT 2 PLY TRUSSES 930 1D80 RT782w/(16)1Mx11/PAT2PLYTRU39ES 935 1060 OFRAMETO D MTS72w/(14)1Ddx17/2"(AT EXTERIOR 860 MTWI2 W414)10d x 1lit (AT EXTERIOR FRAME LOCATION INCLUDE 3) 12d TOENALS 990 LOCATION INCLUDE 3 12d TOENAILS) 1008 1195 OFRAMETO MGTW(22)7Gd NAILSAND5B" A.T.R.W12' 33M NAILS AND NAAND 5W AT.R.W/ MASONRY EMBEDMENT w/SIMPSON °SEP'EPO%Y 3885 iTEMBEDMENTw/SIMPSON"SET'EPDXV 3mo 4495 OFRAME TO HTS20 WA24)1 Od x112"(AT rERIOR 12as HTW20W/(24)IMx112'(ATEXTERIOR FRAME LOCATION INCLUDE(3)12d TOENAILS 7910 LOCATION INCLUDE(3)12d TOENAILS 1285 1530 FRAMETO (2) HT52D W44B)10d x 11M(AT EXTERIOR 2490 (2)HTN20W(48)I0dxl NZ(ATEXTERIOR FRAME LOCATION INCLUDE IS 12d TOENAILS 2620 LOCATION INCLUDE (6)12d TOENAILS (EA) 2570 3D60 FRAMETO NGTQ V(16)10d NAILS AND (2)&8' A.T.R. HUGT2 W (16)10d NAILS AND (2)&V A.T.R. O MASONRY W/12'EMBEDMEWw/SIMPSON "SET 10690 W17 EMBEDMENT w/SIMPSON %ET' 7WO 9790 EPDXY (HGT-3 FOR 3-PLY) EPDXY (HUGT3 FOR 34IILY) - MIR w/(18)1/4°x3-SDS WOOD SCREWS RMS W(12) WES WOOD SCREWS AND OFRAMETO MASONRY AND (2)111 AS"TITAN HD ANCHOR BOLTS 3400 4726 (4)39"A6"WEDGESOLT 7100 (1) LGT2 W 110)1SO SINKERS 0FRAME W &(7)1M'x2-1/4'TITEM2 1750 2030 MASONRY 3EE NOTE 46 BELOW ®FRAME TO (2) LGT2 W/ (32)16d SINKERS 8 (14) 9500. M "1A (2) LUGT2 W! M 16d SINKERS & (I D) 3 100H4 3100.M MASONRY/ 1W x 21M' TTTEN(2 PLY TRUSS) 3240.E 3770.E 1M'x3'WEDGE-BaT(3 PLY TRUSS) 31DOW 4520E FRAME OR (28) iM SINKERS FOR FRAME (EA) OR (32)16d SINKERS FOR FRAME (EA) O. FRAME TO (2) LGTS W (24)1/4'A 3' SDS SCREWS 8(8) 3W 4730-M 6670-M (2) LIJI W (24)1M' x 212° W325 7060.M MASONRY/ X 6' TITEN(2 FLY TRUSS) SCREWS 814)378"x6"WB(21 PLY TRUSS) FRAME OR (52)161 SINKERS FOR FRAME (EA) 6010.E 6980.E OR (58)181 SINKERS FOR FRAME (FA) BIB0.F 7770.E - (, BEAM TO FIU410 OPT HUI W/(18) 16d&(10) 101 0#2680 HD410OPTHD4101F W/(20)1Bd 8110I 10tl G#9080 I1 ©BEAN TO MASONRY) HU46UPI HU(:9tl vd l6)IUd NIL88 (12)1M'x23WITTEN(TOMAS.I G#1540 UNS00 G#:9000 HD46 OPT HU46 W(6) 1M NAILS B Gp1825 G#2015 FRAME OR (12) ted 8 (8) iM (TOR FRAME) SYP-F LM1135 SYPb1 (12)lWx23/CTAPCONS(TOMAS.I OR (12) 16d S (6)1M (FOR FRAME) U#IMO SYPF U#860 SYP.M FRAME TO(2) HI OPT (2) HETAM 1 1 (2) HTAIB OPT (2) HTA20 1870 O MASONRY M MASONRY 1-PLY w/(10)1Od A 11/i OR 236S 2365 1-PLY d(10)1Mx I 11r OR 2-PLY w/(12)18tl 2-PLYW(12)1W HTSM78 W/($)IIII NAILS AND (4) 114W1/4' 953 1110 HTWM16 wl(B)1 Od NAILS AND (4) 11 13/4" 1141 1225 TO TAPCONS WEDGE410LT OPRIME MASONRY OR OR HTSM20 M(10)IM MILE AND (4) 1/4Y21/4• 956 1110 HTWM20w/(10)1MNNL5 AND (4)1/4"x13M" TAPCONS WEDG&BOLT 1145 IM5 OFRAMETO 14108 W/(9) 9dx1 III NAILS AND (2) 31 790 910 MASONRY TITAN HD TO DTT WI8)IiCxl IWSDSWOOD DTB.TZw/(8)1/Vx112"WSI6WOOD OFRAME MASONRY SCREWS AND 11)1/2" 9 AT.R EPDXIEDw/ 1835 2145 SCREWS AND (1) 109 A.T.R. EPDXIED W 1510 1935 SIMPSON `SET` NOTE #41 SIMPSON -Er (SEE NOTE #4) HITS w/(26) 10d k212'NAILS AND (4) Sir HTT46 W 0) 161 X212" NAILS AND (1) ®FRAMETO MASONRY A.T.R. EPDXIED WSIMPSON "SET" 43]$ 5090 SM"B A.T.R. EPDXIED W SIMPSON°SET" - 5005 (SEE NOTE 94 BELOW) (SEE NOTE N4 BELOW) FRAME TO H1T4 w/(18)1Bd x212' NAILS AND (1) 6W 0 HTT45 W(18) 1M x2 III NAILS AND 0) O MASON f(Y AT.R. EPDXIED w/ SIMPSON 'SET' W40 4235 SB"9 A.T.R. EPDXIED wI SIMPSON°6ET" - 4160 (SEE NOTE 04 BELOW) (SEE NOTE #4 BELOW) OT FRAME To H10SVO(24) 1M XI 1T2" NAILSFRAME. 785 910 LOGIN w/(23) 8d X112' NAILS 875 1045 O FRAME TO HM9K1`W(4)1/4x110 SOSWOOD 780 RT18M WI 1M2' x 11NAILS& MASONRY SCREWS &(5) 1M'Y2 IWTAPODNS 780 (4) 1/4' z 1 &4" TAPCONS 1396 1396 FRAME TO VGT W/(IB) tl4'x3' BOB WOOD SCREW$& MASONRY (1) EW8 A,TR. EPDXIEDW/ SIMPSON-SET' 3656 4940 WIT MIN. EMBEDMENT FRAME TO (2)VGT w/(32)1/4'x3"SDS WOOD SCREWS 0 MASONRY 8(2) S/88 AT.R. EPDXIED WSIMPSON 5170 7186 'SET' W 12'MIN. EMBEDMENT OFRAMETO DU4-S18)1/W(10) OSVd00D SCREW$& HDUVGTWI(10)5w/110)IM'S121/2'9D3 WOOD 3283 MUGT75 w/ 122) 1M NAIL$& HTT4S W(18) FRAME SCREW5811)Sl8"B AT.R. 4o5 1MNAILS8/WHA.TR, ( ) 41M OFRAME Y TO (2) FITTS W (62) 16d'S12 III NIL$ 8 4378 (41'TR46 w/1!2 NAILS FRAME (I)&a-9A.T.R.(SEE1 60B0 8.(1) 51 A.T.R. (SEE. NOTE #a) AGMFR4, MNNG(`T(1R NFITGC• 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING MOOD WALLBI BEAMS W(2)12dTGENIL8- 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR LISP CONNECTIONS, SEE FRAMING PLAN FOR CONVECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP #1Z'XV TO TRUSS VERTICAL WEB W/(2) ROWS OF 1 Od NAILS Q WO.C. STAGGERED. E 12"MIN. AT.R. EMBEDMENT® ONO BOND BEAM U.NA. 8. WAS TRUSS CHORD .1VI2xSYP 42(MA.TCH CHORD LUMBER SIZE) w/(2) ROWS 1W 94" FROM END& W O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. V MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF FLOOR TRUSSES TO MASONRY WA(LB/ LINTELS KF WALLS UNO ON PLAN 2. CONNECTION AT OR 320.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FBI7/33.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK(CORNER JACK) TO MASONRY WALLBACF WALLSA9NTELS 4, CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32'O.0 MAX w/(2)AT EACH CORNER G.C. TO VERIFY LOCATION DOES NOT CONFLICT WTUI OF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WAL(/BEAMS WV(2) 12d TONAILS OMINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM OMINIMALCONNECTORUNOONFRAMINOPLAN ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16' OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (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 Ed NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8' ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 AeL C.M.U. OR ICF WALL ° METAL DRIP EDGE SEE TYP. WALL 2 x SUB -FASCIA ernTlnM ALUM FASCIA 2X4 P.T. FASTEN TO C.M.U. W/ 11/2' LONG T-NAILS O 2'-0" D.C. SECUREJCHANNEL (P 12" O.C. OUS VINYL ®G.C. SHALL. VERIFY SOFFIT MATERIAL CAPA,I TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADD,Ntl WIND PRESSURE TYPICAL SOFFIT SUBTORT DETAIL 3/4-1 `°`TT .eTu,aaa ♦ P R r JS . ETV 'V I o a C N $7064 N d IT, o STP E OFF d 1, s a �srlt8/38�4i83>r�. i gg S�gg im pNG W 00 I ��W y�r OI LL LL LL F B a O vi 15 Zay z 0 i ggm Q� �S 2 H S`0� DO F m m it d a 0 ' 6�9 2 O 0 0 IN L ° a P YAWV.fOSENG.COM ❑ ❑ ❑ C9 m 0 Z N O z m a � a J I � - YQQ i to U d ru3•x W (V O E wo141 w C m iiCS U Ld LOpm�pl E - w O 0p coi, 3: cps s u Qrnon�O �m' ® DAMS HOM IS FLORIDA CONTRACTORS LICENSE NO. CRC13301445 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: �i 0 N d f0 I- N W 00 00 w d m / 0) L`Tn 00 c z I-�< ro _ ® J Lu L'o o _."I m U) U) Lo , Model Name / Number: 2320 VI Plan Issue Date: Tuesday, April 14, 2020 VI KA PROJECT NUMBER: 20-1476 Sheet: - Of IL, 66 ROOF PLAN B LINTEL BEAM: — 1 COURSE LINTEL BLOCK W/ 14 5 SEGMENT BAR & 3000 PSI GROAT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT. ALL SHEARWALL SEGMEMS CONSIST OF A FILLED CELL EACH END WITHOUT' rNON-SHEARWALL AN OPENING BETWEEN, FILLED CELL: FILL BLK. CELLS WITH 3000 PI GROUT ONE #5 O LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAG SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN, LAP 25" (ACI 530) FOR MORE INFO OF SLAB MS021 TYPICAL SHEAR WALL SECTION SEE PLAN FOR TOP OF WALL AND LINTEL INFO. (PRECAST LINTEL • SEE LINTEL SHEET FOR SIZE OF LINTEL) -`.'PRECAST LINTEL- REG. OR RECESS TRANSOM OPENING •' FRAME f AROUND WINDOW • BY BUILDER SEE `. •� • WF01 FOR MORE INFO ` • i 12) 2X8 WOOD HEADER TURNED SIDE WAY ATTACHED THE FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS28', ' HANGER 0 EA. END- USING (6) 9/16' DIA. X 13/4" TAPCONS INTO MASONRY. &(4) iDdX 11/2" NAILS INTO HEADER. THENAPPLYTHE 2ND PLYTOTHE IST PLY Wl STAGGERED @ 6" O.C. OPENING - N•T•S- MS07 LINTELS AT ENTRY DOOR w/ TRANSOM —TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 WAS) -10d X 11/2 SP5 OR SP8 FOR 2x6 AND 2xe WALLS Sid—_2— w 4 DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO I' TYP. FILLED CELL W/3000 P.S.I. CONIC. W/1 #5 REBAR VERF. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL S. C.M.U. 2"x #2 SYP/8PF P.T. W/ (3) 1/2- X 8" "J" BOLTS OR (3)1/2- X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPOONS OR (8) 2 7/8" HILTI TUFDNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO 15®3 FRAME (EXT/BRG/SHEAR) WALL TO N.T.S- 1�1 6 M anAOnIkl pV f•nnlnlrf'TInnl ncTAu #5 REINF. 20" MIN. LAP BAR N #3 OR#4 REINFORCING BAR 'e' #o & #4 1 AP SPLICE ��a. �25" MIN-LAP�[`�`' #5 STD- 90° HOOK #sue REINFORCING BAR #F I AP SPIT ICE SCALEA"d'-0" ' MIN, LAP r�—� 46 REINFORCING BAR a y.Al .AO II NDI CIF LAP SPLICE F.D..EACH IDE '. SEE PLAN N.T.S. SIMPSON SP2'S TOP AND DOT. W/ 12 Kid NA05 nvy �V 2-2x4 SPF O EACH STUD /'\ TOP PLATE i SIMPSON LSTA30 45PF AT w/I1-10d TO PLATE I x 2 x O.C. & 11-10d TO COLUMN USP LSTA30 I SIMPSON A34 W/ (8)-M X 1 1/2. W/ 22/10d NAILS NAILS 0 TOP & BOTTOM OF HEADER SEE PLAN FOR HEADER 4x4 MIN. OR BUILT-UP TRANSOM COLUMN EA. 2X4 NAILED II w/10d 0T O.C. REFERENCE DETAIL WFO2 IF RADIUS I I I / OPENING REQUIRED I I SIMPSON MSTAM36 1I III MAY BE USE) W/ (8) I/4W 1/4" 71TENS TRANSOM. OPENING III IT 10-I0d NAILS ARCHED OR FIAT III O. P.T. SILL PLATE W/ 2 x4 SPF AT AF I WW'ANCHOR BOLT S6 O.C. 1 I 0 32' D.0La BASE RATE I I DOUBLE 2X4 W/ USP _ _ MP34 0 TOP & BOTTOM J2)IB P.T. W/ W 0.1 9MPSON A34 W/ (8) TAPCONS UB 6" R 18d X I V2 NAILS 1N MASONRY OR 1. I INAI S ® 6"O.C. IN WOOD. OPTIONAL FRAMING TO BE 2X4 SPF UNLESS OTHERWISE SIMPSON SPI W/ NOTED. B)-1Ud Ni @ SIL , O OT AND LISP SPT24 W/ 12-lOrt NA[l5 @SILL DOOR OPENING WFOS LINTELS AT ENTRY DOOR w/TRANSOM N.T.S. MSO5I REBAR SPLICE DETAIL - GRADE 40 I N.TS. I ATTACHMENT REQUIREMENTS SME TAPCONS SPACING # ROWS 2 x 4 1/4" X 28W 12. O.C. 1 2x6 1/4"X214" 12'0.C. 2 2 x 8 1:/4" X 2A4" 1-2. O.C. 2 NOTE! TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. :PRECAST ; ,uNTEL > 2XP.T. all�. BUCKS W/ ; 1/2" O.S.B. BETWEEN I I FASTEN FT NAILER TO ; MASONRY z #1 zo IF DOUBLE 2X NAILER IS USED, USE 1/4"X 41/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL FORM & GROUT SOLID U 8F12-1B/1 5 BAR CONT. RM85 12" LINTEL DETAIL 3/4'=1'-0" LINTEL PLAN` SCALE: 1/4' = 1' 0" ELEVATION "B GENERAL NOTES 1. AREAS OFBLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM, 2- (1)#5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. w LINTEL MIN, DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER, IFA SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (a) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS AMIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F = RLLED WITH GROUT / U - wri lEO #5 ROOM AT TOP R=RECESSED MIN. (1)REQ'D 14" T—ROF Cl ER I @ BOTTOM OF LIN]El. CAVITY OF U 11 s TOP MOCK OUT LINTEL BLOCK COURSE F16-1B/1T � 3 �QUANTRY o GROUT MOO,TTH OF #5 Ill AT #S REBAR AT TOP tl BOTTOM OF NOMINAL 0 UNTEL CAVITY IIEIOI�T OTTCM REINFORCING 78 'ACTUAL PROYIDm IN UNT 1 IYrwIE91 TYPEDESIGNATION F� SIGNATION " NOMINALWIDIH AFNFRRAI CON MATFRIAI S C,FNFRAI INSTAI I ATION NOTES 1 Pc procIer lbnds= 35M PAT 1 ProvNefulmOrtrhea4andbedlollAs- 2 fc pMIS , setl III = WIN psi. 2. some Ailed Onale as movi ed. 3. ginned pal' Al 0476 fg-3000 pal w/ 3. Mediation of llMd must comply with me aronermad And/or rtnoPaal dmaige. 4, madinam 3/8" aggrr¢¢ppggee eM 8• to it- slump. 4. U-meals am mwamedwred wits 51/2' long notcnee at Are adds to accommodate 9. Crammedmaonry arItsumU) pm ASTM 090 w/ vediui call rolldoming artl grouting. mlNn e, net area comp romm strength = A" Pal. 5. All IIMala meet or exceed L/56O antleal dera ction, exxpt Treds 37' 4' And 8. Reba par ASTM A616 Or4tle W. anger with a nominal height of 8' meet or axcaetl L/180. poomem sirg ffiAnd WASTM A416 grade S. Rotten Ae10 added reaNto ba Iodated at manor of the lintel cevy. ]. law relnxatim. 7. 1/32' aemalm wire atlrupa ere ended to the bottom steel for machaical anchorage. 7/3 ]/32wire per A9 C20Kin & Caatinplaceconcrete mayoep.1dAd in ampoeite Intel In lieu ofcommi, S. Mona per A8TM C2]D,ypeM mS. masonry units. 9. Safe load ret nge traded on rational design enetyam per ACI 318 aid ACI 530 10. Honda Prmi April No. 158.1 ]1. The edador surtax or Antem Inemele0 RI exterior coarathe meeonrywelk Shah have e aeorg of etuso Applied In aaokena And, ASTM C926 arahar eprm ed cxung. >2. Llntal, Nadatl a rnuNenaouety with veritcel (graft and upin and horimnlal (Tommo tads SrKmd be chadvid for amdne loeding wth the followbg equal AppliedxeRlalloetl Applied horlaanal Natl } LO Safe vaMxl lead Safe hormanlel load (4) PRECAST 'U" LINTEL W/ 3000PSI CONIC. GROUT SHALL BE RUSH IGRO TSHAL WALL AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE ANCHORS Fri STD. 90 HOOK H OK • coy �:,+ ,;: .':.+;, , • 'i�al�Iw�1 9 m N 7 rc S REBAR ON BOTH SIDES STD, 90 DEGREE ANGLE 3000 D.S.I. OF OPENING U.N.O. CONC. W/1 #5 DIA. RERAR PROVIDE KNOCK -OUT • BLOCK FOR FIRST •- COMPLETE CMU COURSE BELOW SILL&FILLSOLID :. W/ (1) #6 BAR FOR ALL - WINDOW OPENINGS 6'-8" AND LARGE 8"x8"x16- CMU U,N.O. , • - :•:. • `SEE •SEE RIUNDATION PLAN FOUNDATION':•: PLAN FOfl LUM IONS MS01 I BLOCK WALL REINFORCEMENT NI S v m O 04 `� • '. O � No 7864 * 04 z o 4u T'•, STA E OF `off �,f7)7`S°I7A9 t\,thy �yy d�' F O g m a 0 G m to �j00 N00 CO B B a n a 9 ¢ fs W ffi'�g�W d� w�a�N yv35g �.IZI//��Z$Zp w doF- E 03 m IM HIM All Ac G I LL 13 0 Ff 0 Lf) 2f A W1YW.FDBENG.COM LD Z M zM o m Z '0 p N O Z N c_ Q C J a ,y c UM 0 Ua � E U 0 O W o is s (3)(A Y m U L° C4 E `Q tom 4m m �DAMS HOMES N C FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREET-E PARKWAY GULFBREEZE, FLORIDA 32563 H DIVISION LOCATION: PORT ST. LUCIE d � Job Information: c O 0O O y t' n LJ BOND 1 BEAM 8 x g ; IN °8" x18"K.O. LINTEL BLOCK - FILL W/3000 P S.I. W r 0 CONIC. 111 #5 DIA. 1-4) M REBAR c \ M 0 / fn LO DO ac 2 N_ INDICATES FILLED m CELL FROM FIG. To U W fy) d BEAM WITH 1 #6 BAR MINO_j W Z) In O w N J m Cn (n U gVI Model Name / Number: v 2320 TYP. DOWEL 25"VT MIN. LAP (ACI 530) Plan Issue Date: Tuesday, April 14, 2020 8 VI KA PROJECT NUMBER: Y �j /L 20-14 76 a rn Sheet: /(O Of: o .�IIi tN M LINTEL PLAN ®ICE COPY LJ V.. 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 W/ (2) Y?x5" EACH END SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 6 1 1/2" STEEL LAG BOLT U W/ WASHER. MIN. 6 PER A'. �•: v TRACK TO JAMB.In ` 0 (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o n n o "J" BOLTS WASHERS SET IN I. c e FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. o w SECTIONAL ®1L 1, OVERHEAD DOOR `CONT. P.T. #2 o WOOD x v $ w SYP 2" X 6" N r;" ;. I Q° 0 T RIM 0 R : 2"x6" P.T. WOOD JAMB Q a n• E %% NSF •< �'tP R : o o ' m o�♦♦�i\`J \,iG'.. DOOR AND CONNECTION PER " __ : v: 7864 a GARAGE DOOR MANUFACTURER GARAGE SLAB Z s Noy TYP, GARAGE DOOR 3 a.- �° TRACK MOUNTING DETAIL w ' °' STR OF o NOTE: DETAIL CD22 / 3-2 MAY BE SUBSITUTED FOR THIS v •' i . e < , `" DETAIL - UNLESS NOTED OTHERWISE 0 MS12 OVERHEAD GARAGE DOOR ATTACHMENT N•T•S• a v CD21 ENTRY CMU COLUMN/BEAM N.Ts. v 0 E 10 0 mg £ m W fl N W � LL W W y ��o• (I��n m g �8�3m B�iW�S a g -_ w � BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH y.6 F EI t a m a' 2 z PERMIT APPLICATION PROVIDE BAFFLES v F 1 a 6: BLOWN -IN R-301NSULATION PER FBC AND ENERGY FORM SUBMITTED AT EAVES (FOR VENTED ATTICS) 12 FIBERGLASS SHINGLES OR °m Y d ?: a s ,°"$.^ W °' A m m F Z "� ` g m = LD ' 12 WITH PERMIT APPLICATION r SEE PLAN TILE ROOF PER ELEVATION o d a A av ry a.r m s 8� J a PROVIDE BAFFLES AT EAVES OVER APPROVED UNDERLA MENT j 8 @ Z 0 7 SFE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA o L " o v J " FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING a�i '°-� vnxv.Fo5ati6.com TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT TRUSSES @ 24" O.C.. SEE STRUCTURAL NOTES ( , . FASTENED TO TRUSSES PER ROOF y m /7 00 p ^ f NAILING SCHEDULE) Z (�/� PER FSCR 905.1.1 OVER APA r , •' /j _ N m RATED STRUCTURAL SHEATHING TRUSSES @ WOOD D.C. (SEE. STRUCTURAL NOTES r TRUSS ANCHOR (SEE PLAN)' `�.J�J`-MJ,.J�J�-�l��J`-1�-� ' — _ — - SEE PLAN FOR Z z a 4 FASTENED TO TRUSSES PER ROOF BRG. HT. NAILING SCHEDULE) 1/2" DRYWALL � '.r TRUSS ANCHOR (SEE PLAN r t r TO BE INSTALLED ON OUTSIDE FELT PAPER OR ETAL DRIP EDGE TRUSS PLATE � / — x �,/ a z FACE (TYP.) FRAME FOR BUILT-UP S`o N (A 3/4" P.T. NAILER , . 2X SUBFASCIA CORNERS min (3) 2x4 OR h W F a/ SOFFIT. SEE ARCH. i 2" DRYWALL / 4x4 w/ 2x4 POST UNDER EA / @ Tt5 i�F.. /~ PLANS 0 tMETAL DRIP EDGE 2 X 4 P.T. PLATE END SUPPORTING BEAM. Y�o •� lJ — a 1/z" DRYWALL CONNECT ALL 2x STUD 2X SUBFASCIA �/ CURTAIN NAILER f 8 x 8 x 16 K.O. 1 x4 P.T. @WINDOWS LINTEL BLOCK 1 x 8 P.T. @ S.G.D, n . KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6 AND LATH WITH FINISH O c m TO TOP PLATE WITH " O.H. W/ (1) #5 DIA. REBAR & o L0 o (4) 16d TOENAILS SOFFR. SEE ARCH. PLANS SEE ELEV. 3000 PSI CONCRETE "U" (TYP.) ALL SIDES / V. \ \ (TYP.) FRAME FOR COR- oO �� \ 0 U cmv E PRECAST LINTEL " \ NERS FOR NON LOAD c w o g; 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE SCHEDULE u J° a v ° bZ \ BEARING SIDES NAILED o $ Qj '® _o ^ �, v vv °° w/ 16d NAILS @ 8" O.C. O rn o o V \ \\e 4 a 0 o C 'n 7 Y Q mom am ® OPTION 15/32" OSB EXPOSURE 1 ON O'H' 1/2" X 8" J-BOLTS \ . MAXIMUM OF (3) - 2X PLATES MAY BE EXT, WALL W/ ALL EDGES BLOCKED. (1) CENTERED EA. (TYP.)4 COURSE HIGH A.F.F. 2 DAMS HOMES ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEETBI3 FOR NAIL ATTACHMENT. I SIDE w/2" WASHERS \ i CMU BASE FILLED w/ CONIC PLY ATTACHED w/ (2) Rows OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" n n TYP w/ (4) VERTICAL RENF w/ ( ) u7 NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD, NOTE. 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA,, HOOKS INTO FTG & AT TOP ' FLORIDA CONTRACTORS LICENSE NO- CRC1330146 ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI " CONIC. ALL LOCATIONS OF COLUMN PLAN AZ v VINYL FRAMED WINDOW w/ SCREEN r", SHOWN ON FOUNDATION v m GULFBREEZE FLORIDA 32563 r (G.C. TO VERIFY W/ FLOOR PLAN " & FLOOR PLANS " g DIVISION LOCATION: LOCATION OF OPENINGS IN P s EXTERIOR WOOD WALLS. IF NO SIMPSON LSTA30 SEE FLOOR PLAN a PORT ST. LUCIE OPENINGS ARE INDICATED, FULL w/11-10d TO BEAM FOR BEAM SPEC. z � Job Information: STUDS ARE REQUIRED). J & TO FRAME BELOW �' NOTE: 44" MAX. SILL HGT. ON N ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW ` Ii W/SCREEN WINDOW STOOL n r , ¢ r CEMENTIT10U5 DECORATIVE PER SPECS „ PRECAST CONIC SILL r r ' 0 N FINISH 7/8" THICK PER ASTM n , , N L.` C-926-98A " ' ' m PAPER BACKED FOIL R-4.1 u ; O 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL v r Y MORE INFORMATION). SEE TB13 1/2" DRYWALL PER FBC AND ENERGY FORM V SVBMIfrED WITH PERMIT l EXTERIOR FINISH - ; ( w ON SHEET 6 FOR NAILING INFORMATION FOR ' (SEE ELEVATIONS) APPLICATION o < Z > W R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 2 P,T FURRING FIG. DOWEL #5 DIA. REBAR 1 x 9 P.T. 17" IN CONCRETE - 25" � = F ,_ 0) c O M AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN EXTEND (ACI 530) ABOVE BASTE NAILER SIMPSON HETA20 r o \ WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. SLAB. ALL LOCATIONS SHOWN WOOD BASE W/10-10d TO COLUMN Al r Al BUILT-UP CORNER MIN (3) 2x4 / 00 c ti WOOD BASE MIN, 6" FROM END -SEE W507 ON FOUNDATION PLAN OR 4x4 POST w/ 2x4 UNDER POST ° ' ' m ` • , d / ro �- FOR TERMITE SHIELD SEE FOUNDATION PLAN , SEE FOUNDATION PLAN FOR , EACH END OF BEAM ' ' m c I--- `/ rl FOR SLAB INFORMATION TOP OF SLAB _ — ' SLAB INFORMATION TOP OF SLAB � --- NOTE: ' ' 2 X 4 P.T. PLATE ' '' o O Zi U7 m U) � � LL O- r. ,-.. :, ......, BOTTOM STRAPS MUST BE i �.I . T } " — � � �' — � — \ _ 00 4 x ...;, ' • �' ,� INSTALLED ON INSIDE OF '� ♦ Model Name Number < GRADE '.I ` GRADE COLUMN. DO NOT BEND " �99 STRAPS UNDER PLATE. F v ° ° 2820 CLEAN °- • w 30 PLACE STRAPS IN FILL , ,y ° ° •� 8 � Plan Issue Date: , COMPACTED .' ,�.',, rli' : SEE PLAN FOR RE -BAR QUANTITIES ^' CELLS w/#5 REBAR 'P ` u " (TYP.)4 COURSE HIGH CMU BASE I � �•.:;•' FILLED CONC SEE PLAN FOR � ;; t, ; w/ - SIZE. TOP OF COLUMN BASE - Tuesday, April 14, 2020 SEE FOUNDATION PLAN 16" 1: a PAN SEE FOUNDATION •,° e' 2' 2'-0" AFF VT PROJECT NUMBER: FOR FTG REQUIREMENTS PLAN •" x 20-1476 NOTE DETAIL. CD21 / S 2 MAY BE SUBSITUTED FOR THIS DETAIL -UNLESS NOTED OTHERWISE T p N Sheet: Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-0" WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=1'-0" CD22 ENTRY CMU COLUMN BASE W/ FRAME ABOVE N.T.S. a TYPICAL FRAMING DETAILS m b m m m W 1" h" 1V+ Q (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2x6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148", L- 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D = 0.169", L= 31 /9") OR EQUAL (D = 0.162". L= 3 1/2") OR EQUAL 1N)ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4PLY, PROVIDE 1/4"DIA. x 51/2' LAG OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-LY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 16.5 FOR THE THICKNESS OFTHE LAST LAMINATION. ADDM04AL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR �r.; SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) ` F.F. OVERHANG •f. FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'0. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE CONNECTOR REQUIRED CVU— -7/16" O.S.B. EA, SIDE 2X BLK'G. TO O.S.B. W/ 2 -8d EA. END EDGE VIEW S(3) 16d P4 AT COMMON 24" O.C. NAILS(TYP)—VI SEE PLAN FOR WILL HGT. HEADER PER LOCATION ---,,a, IfpP j Poll `Oro, i'I%%/ 16"O.C. TO SIDE &TOP.,III " .. •' �•1��� EACH • •• ! 2x4 SPF CONTINUOUS ! © • • . •SEI W/ :. NAILS. SEE DETAIL ABOVE ELEVATIONSEE •• R • SQUARE TRANSOM BOX HEADER—j EACH END MA i I WINDOW OR DOOR OPN1G �CMU PROVIDE 2x4 ONTO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH W/ 3" O.C. UBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK W/ 2x6) 48*MBA! 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE W/ MORE THAN 50"h OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. 46s �2h' TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W Sd 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. 'BOTTOM SPLICE OVER STUD WF17 I TOP PLATE SPLICE DETAIL 3/4"=1'-0 * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL ]ACKS KINGS JACKS KINGS SIZE EA END EA END FA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 3 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. - TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP Sod NAILS @ — 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U. N.O.) ln� TF i HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE EE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" C/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" C/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HITT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WOOD BEAM SEE PLAN FOR SIZE - TYPIC WALL SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C, EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's W/(12)-16d EA. TO COL. ALT: (2) MSTAM36 STRAPS CENTERED W/ (13)-10d NAILS Ea TO COL. TIE BEAM CD04 BEAM @ RAISED ENTRY MASONRY WALL I N.T.S. N m N 'eseula/r 10`,plsifs GLNSF'R�^�'... Jay 0 87864 ' TATE OF $UX'b" 66 �i m N�f0 SS w` W .V c 00 N W ag IA � # Qpo.i V 3$��N (Log J J J LL LL LL ca _$men O jm F'im mM9N t� 3F� Q 0LL -2 0 w y a w •E5 Oa gm5 ZvNga C.: a o: Z �}g t'frg W`mA I- m ro O m m a$$�rya� �iu o ° F- WWW.FDSENG.COM - m 0 � N O Z m (//•■■ Z W c a a J a t� VJ z a 611110 w r 0 £ W r^ N 0, m N � cmH- gm co u la c 0)a mono &DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: O N m 1 z N W CN DO W\ o� m / m LSD DD = �. c P N z M a _I III OJ -jm(n(n L Model Name / Number: 2320 VI Plan Issue Date: Tuesday, April 14, 2020 VI KA PROJECT NUMBER: 20-1476 Sheet: w Of: MS18 I RETROFIT WALL OVERHANG DETAIL I N.T.S. WF39 I TRANSOM DETAIL AT ENTRY 1/2" =1'-0 WF09 I WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS ' *DIAGONAL SPACED AT 20'-0" O.C. MAX f SAME SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN ` - OR EQUAL TO45° MINIMUM 2"x4" CROSS BRACING (SEE PLAN FOR LOCATION) � BLOCKING I I , , m I R , I ' I V O y I ' (3) 12d I , Q o PER JOINT I - CONTINUOUS LATERAL BRACING - ) m NAIL OVER X-BRACE AS SHOWN- INSTALL BLKG. AT TRUSS WEBS `o CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP o w/ (3) 12d @ EACH TRUSS WEB m 3 N m T11301 TYPICAL CROSS BRACING DETAIL N-T.s• TB02 TYPICAL CROSS BRACING DETAIL N.T.S. m m PROVIDI N. NG T 0 T RE LINE OF HIP/RIDGIE, TYP. 3 `N�ea a EEN TRUSSES W/ (2) 12D 'm oQ Q ("� rU,.-� it EACH END TO TRUSS TOP •. G E (� js RD s.��5 • " :' No O 87£s64 "' •• * N m * , :3 USS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING t ro tCE WOOD TRUSSES LEAST ONE TRUSS 6" OVERLAP g off.TAT __TRUCTURALAT SHEATHING CE a �°• L (�T ( \ O. .T. ADD 2X4 ALONGSRIPPED 2X4 SYP #2 !c` /(j t.f1%`74 TOP CHORD WHENAIL TO TOP CHORD _ oa ''=:rz5ee)LYN a) TO PREVENT SHE----- OF HIPPED TRUSS W/°'SPAN FROM EXCEIF 12d NAILS @ 6" O.C.MAX 24" SPAN (EIG.TSIDE OR BOTH IF a m m s ROOF (2) 12D NAILS MINIMUM (3) 12d SHEATHING AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR w -0 _ cp A R N I �gE PEEN SYP TRUSS BRACING *SPACED AT 10'-0" MAX E =w 1 If ttoirom 2X4 B KING HIP 10 BETWEEN TRUSSES TRUSS g N �ti mW�� Rg a SECT.AA g m .. y "� Q �"" a Lai w aa. - g °s g a s � o TB03 HIP RIDGE BLOCKING DETAIL N,T.s TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.rs. m'"§ 6 a lu�eyEo" c m o ED € ' F IL 8 0 a zoN ry ¢ O bo Ely f WWW.F99ENG,COM ❑❑ Z ? N (D p M S TRUSS NOTES: Z Z _ 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 $ � (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND _ a BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES, THIS CONSTRUCTION LOAD SHOULD BE LIMITED �c n TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES &SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY � N CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT _ `m EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL m LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. '� ❑ E •O 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. BLOCKING AT ALLTRUSS BEARING SUPPORTS WHERETRUSS DEPTH EXCEEDS STANDARD HEEL E w N urn PROVIDE TRUSS HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS SHEATHING w O O �t P� 3 TO 4TRUS5 x4 AS SHOWN T'v _ O N - o 0�IL TRUSS SPACES ALTERNATE DIRECTION = C Q � o 1Y w c°O DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. v` W/ (4) 12d TOP & BOTTOM OR H5 SEE TRUSSNAILS a::(T20ylEA,,TRU r� FLORIDA CONTRACTORS LICENSE NO. CRC1330140 OR HCLR/LL IN PLACE OF (4) SOD SECTIONSS @ RAFTERS GREATER THAN e'-0' B-B pREQUIRED 3000 GULFBREEZE PARKWAY SEE PLAN OUBLETOPLE GULFBREEZE, FLORIDA32563 LATE SECTION B-B TOP PLATE PRE-ENG.TRUSS 7:2x a DIVISION LOCATION: STUD WALL PORT ST. LUCIE SEE PLAN d GONV. FRAMED RIDGE MAY BE NAILED w/ MIN. Job Information: VERTICAL SCAB 2X6 42 (4)12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d w NEXT TO PRE{NG, TRUSS 2rs gLyU NG. NAILED W EACH TOP &BOTTOM OR H5 OR SIDE W/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF (4)121 REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER B THAN 8'-0" cli O Iry COLLAR TIE c�V M EVERY 3rd $H EATHIN RAFTER O W N 2X4 BLOCKING BETWEEN Ce BEVEL CUTS � N TRUSSES W/ (2) 12d NAILS @ EACH END, CONT, EACH BAY (OPTIONAL) a W B TB 2x4 SPF W/ (2) 07X3.1/2" ¢ Z > CO ALTERNATING DB WOOD SCREW EACH TRUSS = .i5 0: i IT BLOCKING OR H5 @ 48" O.C. W O L7 M PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP 2 > M W C T V STRUCTURAL SHEATHING CHORD ATALL HAND FRAMED AREAS TYP. 0 7 O SEE PLAN FOR CONNECTION ro ` �. U (Y) n. 2X4 P.T. BLOCKING BETWEEN DIAGONAL TRUSSES W/ (2)-12d NAILS (P B WOOD 2x8 #2 SYP RIDGE BEAM @ O O �/'� M W coW V) O EACH END AT 8 -0 TRUSS MAX 2x6 RAFTERS @ 2'-0"O.C. +n IO MAX. W/ (3) 12d COMMON pVI O Model Name/ Number: WALL BELOW TOENAILS TO RIDGE BEAM (SEE PLANS FOR TYPE) 2x4 RAFTERS FOR SPANS LESS THAN 4 FT @ 2-0' O.C. MAX W / (3) 1DD 2320 _ CONC. MASONRY STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM m 2X4 CON. AT T & B CHORD BEARING SUPPORT Plan Issue Date: Tuesday, April 14, 2020 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING V KA PROJECT NUMBER: d s 20-1476 a � Sheet: S4 Of: N TBO6 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T. s. ROOF FRAMING a 0 AND BRACING DETAILS C C f THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. PredriIling increases structural performance. Use only 2-1/2" wood screw$ (#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. l� SPA EVEI 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE 3" v 3" 3„ 3" 3" 38 1 ( 3" 3„ 3" 3' 3e 166' 6„ DOUBLE DOOR W/ SIDELITES IA 'E D 6' !PACE VENLY " 6 SINGLE DOOR W/ SIDELITES 6" 6 6, 3„ LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. 0 m TOP OF SLAB Z I'll 'N°I r - If - Ir 0 o e of C) z I ' a 16" MIN. DIAMETER ! CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. SPACE EVENLY m i ° WSIAQI NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING ' NAILS. 3/0" MIN HEADS.6 PER SHINGLE. Sol' Coe, Rake e[el Ede 7" 9 10 USE, Un�ras'F5 ` Wyse 3til Gaurae ,-."uRsa ' ye" no NI* Cenmrllne F SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) ETTER. WALL FINISH AND EXTENDING A MINIMUM OF 6- ABOVE E" X 61 H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER $To SEALANT ROOF SHINGLES 6" X 6" H GALV. R-ASHING CONI FLASHING DETAILS fi" HORQ. NOTE: THIS DETAIL IS REQUIRED FlA$HIYG AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF WIDOW '- AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN, 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HID. "TAPCON" SCREW THRU THE WIDOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME BY OTHERS SHEATHING. BY OTHERS CAULK BETWEEN " FIN &SHEATHrM EXTERIOR PERIMETER �-'�" CAULK BY OTHERS O.A. WINDOW HEIGHT EXTERIOR 11/2" MIN. EMBEDMENT — V WOOD SCREW JI il) .i aq' Ilnv. essa fella"- ��Illk� NOW TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S AN05.].&5 DRIP EDGE. PROVIDE DRIP ELSE AT LAVILS ANU QUILLS OF SHINGLE ROOFS. OVERLAP TO BE A MwMUM OF31n (7¢cm). CAVE DRIP EDGES SHALL EX -END hln BELOW SHEATHING AND EMEND BACK ON THE ROBE MINIMUM OF An. DRIP EDGE AT EAVES SHALL BE PERAMTTED TO BE INSTALLED EITHER OVER OR UNIFR THE JNDERIAYMENT. IF INSTM I FO OVER THE UNDERLAYV£M, THERE SHALL as A MINIMUM 4h IN OTH OF ROOF CEMENT INSTALLED OVER IHE nARIP LUC£ HANSE. DRIP ELSE SHALL Al,MECHANICALLY FASTENED A DRIP OF 121n ON CENTER. WKERE THE Vass AS DE FMNCD IN 4000MCE WITH SECTION R301.2A.3 S LLD MPH 1In KM/HI OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS S3 FEET 110,058 tam), Can :DOES SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 4INCHES ON CENTER Ma4mum Fastener Spadng (Jambs, Head and 5111) all . snevu Boats, Fixed View V%ndbW Of Fm Wall Framing: #2 Sprum/PinI or BeB" Sillcene Y10 Al-1/2" Saew Minimum Ponetrabon Glaring &ad 1-3/B" Cros section View MMmlm "Slamne Eieerior Sheathing Step I Me35ure, to be are the opening is 3/B° to 112" larger than the Window sire both vevtlmlN and hortmnlalry... • YOU may wish to predrill the installation holes in the fin at this time. VisintatV Me pemixtesd holes #,Meaipn ha as arena! Sol Apply a general and of almne to the badSideAthemamthy fin. Lkeeo4htlK"toslAfilde*flllallwWsbehxnthe ran and the wait 9xalh'mg, Step 3 Intel the window Into the opening from the Met ls. The window Is labeled "kslde` and aide ', but t &an Isolate Mee seen removed, the gamig bead should always be to the IMfde of the butifing. Rep 4 Install shim under the sill, adjusting them until the ant k Pkana in the opening, sham should be i staged under the sip away 2 tea. The window should be leaskally centered In the opening with no mom than 1/4" a belwese the window and well frarift Stao s Install a#10X I-Iscrew 4" from U* Caearofthe fin at a" end of the head, sit and both Jambs, seep 6 Instal it* remaining fasteners an r Irimemena from the Cana answer to the center of each frame member, the Care not 0 owa- pill the straws and Pull them through the fin. Ala, make sure the screws go in straight and do not muse to Frame to bow, wall i arang should bee minimum Of #2 Sprum/Pnce/FIn. . Fastau:nss 1, .1 be #10 sae.: of silfident lem*to achieve 1-31r emesmaken imm Hu wRd RAM ruf lRx men tin" B,,,e wave Meraminn Step 8 If desired, a Foam Ina WW can be implied to the interla gap between the window and wall framing. If applied, Ms must be me NON EXPANDING MPEPOAN. Rep 9 Since them windows are typimlty used inroomawitr hgh mOkpae, is, bathrooms, it is recommended tot the Interim gap tletween the window and wall framing also be sealed with Filters, and tooled So as not to interfere with the ksasM11on of wallboard, tie a trim. Step 10 01 all mnsnuctlon is canpk te, `E1Mha the Nibble wrap from the Inside and outede of the window. If necessary, dean the b oc s with a maid detergent and warm water Lung a soh dons. 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 Manufacture Model # Attachment Pressures Method Roofing: DADE 1st Choice COUNTY APP. IKO industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: ROOFING UNDERLAYMENT: 1st Choice WOODLAND INDUSTRIES 2nd Choice Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 2nd Choice +30.0/-32.0 CLOPAY Swing Doors: 1st Choice +67.0/-67.0 THERMA TRUC FIBERGLASS D 2nd Choice +67.0/-67.0 THERMA TRUC THERM, net-C g Allot,, Pg� tatty o ♦O♦♦♦Q ♦ 5 �� CN 7864 w No CIL STA E OF : <u iji il'I,1Is F- W N 1D m y t— �SuR gE F tO ENp 00 RIF 4C ge $ 88 J J DOI�RV 01 � lL LL m%�O IO -ILO bgR E: `s d W Yw Swm u2M6my;Q O a12E.-2 ODUm pJp�D S g ... �®�¢o8 G o d a o LO ns Approval # i „ Y o55 s e wwW.FDSDNa.coM ❑ ❑ ❑ n, U o 0 FL7006.1 R-10 re (VI/) N Z m o L J � Q O m a LL — s o � www / Z ■ 4 II'�R•,I' NAIL, FL21580.1 R•1 N ,\Vain/J'Q)� •1`A' - in F M'. u — omi a UNDERLAYMENT SHALL BE APPLIED AND I FL15216 - R3 E Q w "� ATTACHED IN ACCORDANCE WITH 7 06 $ t/) j tam R905.1.1 0/C!1 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA, x 8" "j" BOLTS 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C- THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) 1st Choice +0/-146.3 I The Tapco Group I 7" Staggered alw UNI rwsl LKII AKE GALVANIZED STEEL ROOFING Shakes NAILS 11/G" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEAD N.A. N.A. AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL S ra U PNE Z yl in o FL16546.1 C w I� Q FL15279.36 - ¢ N to DAMS HOMES FL20461.1 0 FL20461.19 c FLORIDA CONTRACTORS LICENSE NO. CRC1330146 a 1. v 3000 GULFBREEZE PARKWAY 01 GULFBREEZE, FLORIDA 32563 a F DIVISION LOCATION: FL20403.17 6 PORT ST. LUCIE z N.A. S Job Information: 9 fb +40 -50 / MI WINDOWS 3540 SERIES Singe Hung FfIn) SEE SUCK DETAILS (THIS PAGE) r-0R UNIT INSTALLATION USE 3/16-TAPCON ANCHOR WITH MIN. 116" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL FL 17676.1 R9 a +401-50 MI WINDOWS 3540 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWSIn m MIN, EMBED. CREWOFBUCK. Single Hung (flange) pR INSTAILLAT ON THROUGHID2x BUCK FL 17676.8 R9 N 3540 SERIES USE #8 WOOD S8-1 +50.0/-50.0 MI WINDOWS Picture wlntlow SUFFIENT LENGTH TO ACHIEVE 1V," INCH MINIMUM EMBEDMENT IN W000 SUBSTRATE. FL18644.3 R3 m to Mullions: 1st Choice MI WINDOWS M-1926 Vertical FOR MUlllon 3/16" ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO( TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVI M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH EDGE DISTANCE Fixed Glass" •CE :D 1st Choice +50.0/-50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. I EMBED. TO ALL FACTORY DESIGNATION; 2nd Choice I ::::] WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOUL BE FILLED W/ 48 SCREWS OF SUFRCIENT LTH. TO PROV 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice 1 +55,0/.35.0 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" D.C. IN Hurricane Panels: 1st Choice 46 PSF EXT/ 46 PSF INT. HURRICANE STORM PANEL IMF( INC. 24" Ga. Galvanized Steel Storm Panels DIRECT MOUNT. TOP 1/4'"-2 0 MALE PANELMATE W/ WING14UTS AT 121/z" O.C. BOTTOM 1/4"-20 SIDEWALK BOLT w/ POWERS CALK -IN I have reviewed the above components of cladding and have approvhd 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 Name: Luis Pablo Torres Certification Number: FI. # 87864 a o LL O G) � + BETE AN FL 18504.1 g leses— �f Or > NIMUM FL 15804.2 — L 00 mUJm ti N m C M U) 00 '6 U FL18644.3 R-3 m V m a: CL m e O1 W L0 LEo N J 00 Ln L m. Model Name / Number: FL16503.4 R-3 " 2320 16 s V1 Plan Issue Date: FL16293.1 a Tuesday, April 14, 2020 73 VI KA PROJECT NUMBER: Y 20-1476 a In Sheet: S-5 Of: N MATERIAL REFERENCE INFO (PSL) 11 Ir ;Ir►npv 1 ■ MECHANICALLY FASTEN AS FOLD UP WFATHER - ,iERR RESISTIVE FLASHING REQUIREMENTS REGENERIC AND MEANT TO SHOW THESE DETAILS A. NECESSARY IN CORNERS THROUGH �, / RESISTIVE BARRIER& � GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with a weather-resisterrt exterior wall envelope. The exterior -------- WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4. A water -resistive barrier Is described as a �WEATHER RESISITIVE material behind an exterior wall covering that is intended to resist liquid water that has penetrated behind the exterior BARRIER TAPE s - EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF-ADHEREDFLASHING BY LAPPING DOWN 3/4'-1'BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SLOPE 0.3 in : 12.0 in SELF -ADHERED FLASHING covering from further Intruding Into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) barrier, Insulation, Or for aesthetics, Includin but not limited to, veneers, sldin exterior Insulation and finish s tams, g g. YS - WALL BY6IN. UP JAMB V. USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. wasr"",enwtx"oet R703.2 Water -resistive barrier. One layer of No, 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WEATHER RESISITIVE SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior wells. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches (52. mm). Where joints occur, felt shall. be lapped not less than 6 Inches (152 mm). The felt or other approved material BARRIER SEAL TOPS OF JOISTS shall be continuous to the top of walls and terminated at penetrations and building appendages In a manner to meet the UNDER DECKING (SEE DETAIL WP07) SUBFLOOR re requirements of the exterior wall envelope q as described In Section R703.1. SELF -ADHERED FLASHING WIRE LATH R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based Detail Instructions sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of HEAD FLASHING TIE-IN INSTRUXTIONS: RIM JOIST Grade D paper. The individual layers shall be installed Independently such that each layer provides a separate P Y aY p Pa .� 1. Cut, fold up & temporadly secure weather Refer to the number marked as ® in each detail that corresponds to the continuous plane and any flashing (Installed in accordance with Section R703A) Intended to drain to the water -resistive resistive barrier above header to allow for flashing installation BUILDING numbered items in the list of instructions below: barrier Is directed between the layers. 2. Self -adhered Dashing plus head Dashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 2 2 PAPER O 1. Install Self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper Exception: Whore the water -resistive barrier that Is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and Is separated from the stucco by an Intervening, substantially nonwater-absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize R703A flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of SELF -ADHERED FLASHING Scale: NTs SELF -ADHERED FLASHING IWPO2 SELF -ADHERED FLASHING IWPO3 scoring cuts Water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the Juncture with the FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER WPO� EXTERIOR DOOR WITH DECK -SECTIONA CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and building wall with a sealant con g plying with AAMA Boo or ASTM 0420 Class 25 Grata NS or greater for proper Joint adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 714. The flashing shall extend to the EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) surface of the exterior wall finish. Approved corrosion resistant flashings shall be Installed at the following locations: EXTERIOR SHEATHING -� 3/4"-1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD ADHESIVE ASPHALT ADHESIVE 6. Fold as shown by arrows 1. Exterior window and door openings. Flashing at exterior window and door to the the SELF FLASHING 7. Angle of corner may van adjust foldingof the flashing accordingly to fit g y y' J g g y openings shall extend surface of THRESHOLD OF DOOR AND RETURN FLASHING, SEE -ADHERED exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage, REFER TO UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW (SEE DETAIL WPOt) tight to corner Mechanically attached flexible flashing9 shall comply with AAMA 712. Flashing at exterior window and door openings CHEMICAL LETTER ON CHEMICAL � OR EQUAL WEATHER PROOF CAULKING � SCORED 8. Mechanically fasten as necessary shall be installed in accordance with one or more of the following: COMPATIBILITY I RELEASE PAPER 1.1 The fenestration manufacture's installation and flashing Instructions or for g , applications not addressed in the SELFADHERED FLASHING, _ �-e • (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where SELF -ADHERED EXTEND A MINIMUM 6" RELEASEPAPERTOEMPOSE flashingInstructions or details are not provided, an flash) P , P flashing shall be installed et the sill o} exterior window and FLASHING VERTICALLY FROM ADHESIVE AS SHOWN) door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the BOTTOM OF exterior wall finish or to the water resistive harder for subsequent drainage. Openings using pan flashing shall ' THRESHOLD MECHANICALLY FASTEN AS Incorporate flashing or protection at the head and sides. a s SECTION -A NECESSARY IN CORNERS THROUGH 1.2. In accordance with the flashing design or method of a registered design professional. (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.3. In accordance with other approved methods. SELF-ADH1.4 ERED O �-/t In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FLASHING /v��l 2 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both SELF -ADHERED FLASHING 5sides under stucco copings. NAILING FLANGE 1 4 <> Q 3. Under and at the ends of masonry, wood or metal copings and sills. DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS UNDER DECKING 1 6 4. Continuously above all projecting wood trim. BOTTOM NAILING FLANGE $ (SEE DETAIL WP07) 2 7 S. Where exterior porches, decks or stairs affects to a wall or floor assembly of wood -frame construction. 6. At wall and roof Intersections. SELF -ADHERED FLASHING IWPO4 SHINGG WP05 SELF -ADHERED INSDE CORNER V V (V� WP06 7. At built-in HALF ROUND WINDOW EXTERORD OR WITH DECK gutters. E 1� SELF -ADHERED FLASHING DECK PROTECTOR � =wi -- ---- SHEATHING it . , /8" Cement Plaster 7/8" Cement Plaster naccordance with with t - ASTMC926 ASTMC926 SELF -ADHERED FLASHING PATCH ' •'`_'`_ Fell backed metal.. Felt backed metal lathe in accordance lathe in accordance SELF -ADHERED FLASHING }� with ASTMC1063 with ASTMC1063 DECK PROTECTOR Building Paper Building Paper 1h 7/16" O.S.B. (5 7/16" O.S.B. sheathing ��. sheathing i - SINGLE DOUBLE JOIST Metal Keep top edge �- JOIST SELF -ADHERED FLASHING `" - ', ': Flashing Of weep Screed �, SELF -ADHERED FLASHING 1 � � � ', , � � 2" below top of - 2 31/7, .. block '. J Unperforated 3" MIN 4 Flange 7/8" Vulcum Weep Screed cauk bottom O 5 joint only Maintain etal Flashing Metal Bottom of Unperforated SELF -ADHERED FLASHING FWP 07 SELF -ADHERED FLASHING W P 08 APPLYA LIQUID FLASHING TO THE MASONRY OPENING HEAD, JAMB, SILL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 Weep Screed 1 1/2" t0 2" Flange 7/8" Weep Screed \HO.8362x;DECK JOIST OUTSIDE CORNER INSTALLATION OF THE BUCKIRECEPTOR. Above Roof 1/2" Cementtious Sheathing Decorative Finish o • . o, All inside and outside corner will EXTERIOR WINDOW UNIT ° need to be miter CEMT. FIN. Cement Plaster cut and caulked all butt joints need to BUILDING PAPER SLOPE in accordance o, 5 • 'becaulked using SLOPE with ASTMC926 Vulcum caulk f0 all SLOPE 0.3 in : 12.0 in 0.3 in: 12.0 in (0.6 cm : 30.5 cm) 0.3 in: 12.0 in -- __ (0.6 cm: 30.5 cm) over wood 2nd 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 IV V SELF -ADHERED FLASHING - Plaster Finish Block WIRE LATH 2 1/2" Perforated Y• , Flange 1/2" Weep BUILDING PAPER Cement .•o, Screed BUILDING PAPER Plaster over block EXTERIOR l st floor WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL 3 3 O Note: The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING W P 10 SELF -ADHERED SILL 1 1 EwP FLASHING W P 1 2 the SCALE: NOT TO SCALE Cl FINISH WINDOW HEAD CEMT F NSH WIN OW CEMTFFINNIISHRED PARAPET WALL Weep Screed. �9 lD N _ sa€ g s F q LID usku N m 00 09I;g SE' t9am tS' U3w a tw C s`�' 2IL � d g a l r.ng 0 0-6 oLL a w x� �.f § all cU o E WWW.MSENG.CCM ❑ ❑ ❑ A HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 v 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 n PORT ST. LUCIE Job Information: N a o 0 m 0 0 N 6 N 8 Z w > m m W O m 0 M 0 m z m In ao 5 i a I-%%eUm v) J LLJ n 0 0 J m V) VT Model Name / Number: 2320 0 m o V Plan Issue Date: Tuesday, April 14, 2020 m VI KA PROJECT NUMBER: Y 20-1476 Sheet: WP Of: m WATER PROOF 101 DETAILS