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STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS TERMITE SPECIFICATIONS: STRUCTURAL NOTES: �r ,}I ��' CAST IN PLACE CONCRETE CODE CRITERIA R3181 SHT NOs TITLE AIL. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BARING 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" 0.63. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SYSTEMS, PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, A PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, 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. NFPA, NATIONAL ELECTRICAL CODES (NEC 2014) & 7TH FBCR Ch. 3443 CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. D CONTAIN AT LEAST ONE CROSS WIRE WITHIN S. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-T1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 3444) SPECIFICATIONS FOR STRUCTURAL CONCRETE • (ACI 301-16) TREATMENT FOR THE PREVENTION OF SUBTERRANEAN AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. NEW DEFORMED BARS FREE FROM RUST,SCALE &OIL &SHALL MEET ASTM 615, ASTM A70E BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 53413) 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE DOMESTIC OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION NOTES" REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING.. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE 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 ALUMINUM DESIGN MANUAL- 2015 EDITION WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7[h. EDITION (2020) IS TO 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.. 8. WHERE PROJECT BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, HAVING JURISDICTION. PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: AGENCIES EXTERIOR COVERING MASONRY WALL CONST. REGULATORY (A) GOVERNING MUNICIPAL AND REGULATORY 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90014, WITH A MINIMUM NET COMPRESSIVE (8) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA R703.7 EXTERIOR PLASTER. C1063, OR ASTM C1787 INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM STRENGTH OF 2D00 PSI if m = 2000 PSI ) ,I� 2. MORTAR SHALL BE TYPE "S", CONFORMING TO AST�j'� C270.14A. AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE. SIZE OF 3/8".AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 30DO PSI SLUMP 8" TO 11". CONTINUOUS MASONRY 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. BE BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. ROOF TRUSSES* LL/360 TL/240. COMMMENTS: R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT .SHAL 'I BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 101 ROOF RAFTERS ROOF RAFTERS (W/O CLG) LL/180 LL/360 TL/12O TL/240 LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE WHICH EVER IS LESS. REINFORCING SHALL BE PLAQ4ED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR I -JOIST*** LL/480 TL/240 7.. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPEfp 8, TEMPORARY BRACING AND SHORING OF WALL TOP AS A STOP IS PROHIBITED. OVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4". CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER - 9, TYPICAL FILLED CELL REINFORCING SIZE AND SPAC�G 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALIIS SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. *** TL MAX 1/2" CONCRETE, CLAY FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED It. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. GENERAL ROOF LOADING TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE SHINGLE METAL TILE HEAVY OFTHE TYPES LISTED IN R703.7.2. WOOD CONSTRUCTION ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS', SHEAR WALLS AND VISO, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE TOP CHORD LL 27 27 20 20 WATER -RESISTIVE BARRIERS. BARRIERS SHALL 8E INSTALLED AS REQUIRED IN SECTIONR703.2 AND, WHERE APPLIED OVER END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL S.P.F. TOP CHORD DL 7 7 15 25 WATER -RESISTIVE WATER -RESISTIVE WOOD• 3ASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FRAMING MEMBERS SHALL BE #2 FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND BOTTOM CHORD LL* 0 0 0 0 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH. LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY 0 THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS HAVE HOLES IN THE CENTER OF THE STUD UP T01" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD DL SO 10 10 10 TOTAL (PSF) 37 37 45 55 (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 3- ANY WOOD FRAME INTERIOR BEARING WALL STUDS�IHAT SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. BOTTOM CHORD. LL (OPT) DIRECTED BETWEEN THE LAYERS. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ D, ATTICS W/ LIMITED STORAGE 20 R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR WOOD OR WOOD IN CONTACT WITH EARTH STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT, OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE. 50 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 5. ALL EXPOSED 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND 8. ALL ENGINEERING PARALLAM COLUMNS: 1.8E Fb = 2400 PSI M CROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 I1.7E Fb=2400 PSI MIN. WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: APPROVAL FROM FOR OR INDICATED ON PLAN BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR GC/CGD, EXTERIORR OSBD PLYWOOD ROOOR OF DECK:LY L��/�. GENERAL FLOOR LOADING DESCRIBED IN SECTION R703.1. GOOD SHEAAPA 48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. R703.4 FLASHING. HANI ALLY ATTACHED WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN 10R 15/32" RATED OSB EXPOSURE 1 PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124. MPH EXPOSURE CATEGORY 8 BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE DIAGRAM (-) VALUE DENOTES SUCTION AREA 4� O (+) 27.6 (+) 27.6 10 (-} 29.9 O 37.0 )1� (#) 25.5 (+) 26.5 20 (-) 28.8 (-) 34.4 '� D 50 (•F). 24.8 (+) 24.8 (.) 27.1 (-) 31.1 sj 0 (+) 23.4 (+j 23.4 100 (-) 25.7 (•) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x T-0" 16'-0" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 0 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "all = END ZONE IS ONLY. W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC aN SUS'J��i � 1 �C Fr O TE i O ?,\ ION P�^ �o" v li Yu n v8 uoi E.2BF W t 00 APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MEC C FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED, TOP CHORD OL 10 (PSF) - �?� � 6 w a INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES a I$ a y SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD DL 5 (PSF) 33 IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER P NSTRUCTURALFRAMINGCOMPONENTS.A� Z BUILDING SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711, ALL EXTERIOR FENESTRATION STRUCTURAL PLAN ° s $ �,X m �. o PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. W I? I� m m m d R APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. CONTRACTION, AS M 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 a 9 EL Z n a a C1281, AAMA 812, OR OTHER BALCONIES/ DECKS 40 (PSF) 5 2 8 CO o MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 99 t III N TO THE SURFACE OF THE EXTERIOR WALL FINISH. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) APPROVED SURFACE SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) THE TRUSS- MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. s www.Fcsaeacan� • EXTERIOR WINDOW/DOOR OPENINGS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. READING ROOMS 60 (PSF) O w • UNDER AND ATTHE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS, 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BYTHE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 1.50 (PSF) Z g • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL 11D HAND RAILS (d) 200 (PSF) Z a 'O • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WO GUARD RAILS IN FILL COMP. (f) 50 (PSF) Z CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. • AT WALL AND ROOF INTERSECTION. - 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILARCONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) -J rn • AT WABUILL GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) - STAIRS 40 (PSF) UPLIFT CONNECTORS FOOTNOTES co_ d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP.• TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD I. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A w NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. 0 w VI c FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: Ln = CM U �E OD 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. tt Is the Intent of Designer/Engineer listed In the tltleblock of these u+ t o $ 1 1. MISSED "1" BOLTS FOR WO documents that these documents be accurate, providing Licensed �, '-" d, 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. _ PLAN FOR EMBEDMENT F NIT 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 U r m o� prevent error. The Builder and all subcontractors are required to rr 2. R MISSED VERT: DOWELS DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. 1" _' review all the information contained in these documents, prior to QI,� , 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 P gray d nu INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: responsible anor d no plan errors, the Designer misinterpretations DURING BOND BEAM POUR. undetected and not reported to the Designer /Engineer prior to MKS_ 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5.VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. 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 TO FOOTING). KEESEE A ( ) Information found in these documents. Any questions regarding the - " CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality FLORIDA CONTRACTORS UCENSE NO. CRC1330146 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) ,4 x 2%" TITENS TO 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 MASONRY AND 7 iOd NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP 1S Assurance Manager immediately. No backcherges willbe considered ( 1• TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE; MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER 3000 GULFBREEZE PARKWAY MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OFTHE PROJECT, OR AFTER for reimbursement by the Deslgne QG CONSTRUCTION AND KA AND FOR HAS NO DUTY 70 TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY HE PROD CT, ORA FTE notification and approval by the D��r. l� GULFBREEZE, FLORIDA 32563 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 Payments will be made in MISSED, CONTACT THE FOR FOR SUBSTITUTION. DIVISION LOCATION: ST. LUCIE COUNTS PORT ST. LUCIE 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. CCC SEE FBCR (CURRENT VERSION). FOR COMPLETE CODE INFORMATION. V1 Job Information: 16d x 24/2" NAILS AND 5/8" ANCHOR BOLT SET 1N SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS W24 DATE DESCRIPTION a o LO 1017-2012 Changes per field meeting on 10-11-2012 in Daytona SHOMES DAAMIVII FILE Copy LIJ 2 Of Northwest FloridaiiiiiiiiIIIIIIIIIII > m 3 n 41 ®JLvZ) m o _ Cn U) W Lr) Vj Model Name / Number: 3000 MLFBREr- E PARKWAY GULFBREEZE, FLORMA 32563 1512 rslol VT Plan Issue Date: Friday, January 15, 2021 ItECE'NEO ® KA PROJECT NUMBER: MODEL 15.12 FEB 11 1011 21-0161 Permit, Lucie ountYy artmSheet: Of: COVER SHEET I BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM SPACING SPECIES CAP.(PH) FE-Bw7l IS.(2)16d TOENAILS (2) led TOENAILS SPF ND UPLIFT 1W SP2 W/ (BH10d SP1 W/ *10dSPF 402 STUD, (6) Lod PLATE STUD, (4) SOd PLATE 18. (2) SP2 W/ (6) SOd (21 SPi W/ "" 10d BPF 803 STUD 6 Led PLATE STUD, 4 10d PLATE BW4 le" (2)16d TOENAILS 12) S6d TOENAILS SYP UPLIFT BW5 SP2 W/ *101 SP1 W/ (6}SOa 18' STUD IN PLATE STUD 4 SOd PLATE SYP 439 BW6 (2) SP2 W/ (6)10d SP1. W/ (6}10d SW, 878 18° STUD 6 10d PLATE STUD 4 lOd PLATE BW7 12' (2)led TOENAILS (2)led TOENAILS SPF NO UPUFr BW8 SP2W/ (e}SOd sPI W1(6}10d SPF 535 12' STUq (6) SOd PLATE STUD, 4 SOtl PLATE 8W9 (2) all W/ (6)1Od SPl W/ I6" Od SPF 1070 12" STUD, (6) SOd PLATE STUD, (4)10d PLATE BW10 12' (2)led TOENAILS (2)Led TOENAILS SYP 0 BW11 SP2 W/6 Tod SPI W/ iOP SYP 585 12" STUD PLATE STUD, (4) LATE I 1 BW12 (2) SP2 W/ (6)10d SP1 W/ *10d SIP 1170 12' STUD, 6 10d PLATE STUD, 4) 10d PLATE BW13 NOT USED OUBLE 2x TOP PLATE TOP OF WALL cd SEE PLAN -`V MASONRY WALL OR iCF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL EE M503/SS FOR INDICATED ABOVE WITH NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WF09 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CDNNECTORS W/ (2)12d TOENAILS 0 TCP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEOUL.EABOVE F.F. SEE FOUNDATION .::--f-+:" - PLAN FOR MORE 2x P.T. W/ 1/2" A a 0 32" O.C. W, T" 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" D.C. W� A q'oc W/ SAME EMBEDMENT N� WALL DETAIL IN FIELD AND EDGE. SEE GENERAL NOTE 48 ERG, GENERAL NOTES 1 SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO, 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. BP4, SIPS AND SP8 CONNECTORS CAN BE SUB 511NIED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF'BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFO6/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) S. IF'SW" N INDICATED THE WALLIS CONSIDERED A SHEARVIALL AND REQUIRES MIN. AND 1 SIDE OF WALL 7/18" DSBEXT PLYWOODW/ NAILS AT 4" O.C. IN ( I PER NA NG SCHEDULE AT TACHED PER NAILI WALLS W EXTERIOATTACHED A 2x EXTERIOR / 7. ALL 1 R BALLS ACT AS SHEARWAL La. SEE THAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IFTHEBEARING WALL WITH THE BWLI TW7,B WSO THESE WALLSARE ONLY RINDICATED VEUBW4, SUPPORTING THE BOOR LOAD ANDDO HAVE UPUFLTHE ARE TOE NMIEDTO THE TAHOT FLATS THE 2x PLATE CAN L ATTACHED WITH HARD CASED NAIL LING NAILS) AND WILL E REARING NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE- REQUIRE T 9. SP1/SP2DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. lod=o.lasCOLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(l C1 (3) 2 x 4 #2 SPF (4) - S6d TOENAILS 0 DTT2Z W/ 1/2- WEDGE C2 (3) 2 x 4 #2 SPF Al & (8) 1/4" X 11/2- 2145 SIDS SCREWS Fil (3) 2 x 4 SYP #1 OR (4) - 16d TOENAILS 0 C4 (4) 2 x 4 SPF #2 DTT2Z W/ 1/2- WEDGE Al & (8)1/4" X 1 1/2' 2145 SIDS SCREWS C5 ❑ 4 x 4 P.T.#Z ASU44 W/5/8"ATR** ease G=2200 = U 2200 SYP POST & (12), led NAILS x 6 P.T. 02 ASU66 W/ 5/8" ATRaa G -12000 O6 SYP POST & (12) - led NAILS U - 2300 8x 8 P.T.#2 ABUBB 5/8' AIR*- G=24335 U-2320 C77 SYP POST &(18)-led NAILS 3.5 x 3.5 P.L. HDU5-SDS2.5 W/ (14) 1/4' x O 1.8E F11=2400 PSI 21/2' SDS WS & 6/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR AIR** 3.5 x 5.25 P.L HOU53D82.5 W/ (14)1/4" x 1.8E Po=2400 PSI 21/2" SDS WS & 5/8" EXORY 5645 WOMANIZED IF EXT. ANCHOR, OR AIR*a 3.5 x 7 P.L. HOUSSO52.5 W/ (20) 1/4" x C10 1.8E Fb-2400 PSI 21/2' SDS WS & 7/8" EPDXY 6970 (WOIMANIZED IF EKT.) ANCHOR OR AIR*** C71 5.25 x 5.25 P,L. 1.9E W12400 P51 HDU&3D32.5 W/ (20)1/4' x 21/z' S05 Ws & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*a* 7 X 7 P.L. HDU8SDS2.5 W/ (20) 1/4" x Ci2 1.8E Fb-2400 PSI 21/2" SDS WS & 7/8" EPDXY 7870 LMA IZED IF EXT. ANCHOR OR ATR*** GENERAL COLUMN NOTES 1. SEE BOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH LINO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/e" ATR a" EMBEDMENT FOR 7/W 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.SE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DW. /LENGTH PNEUMATIC GUN COMMON v6. GUN PUCATION NAIL DIA.-LENGTH NAIL .SPACING Sd 0.131" X 2 W OA31' X 2 %' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF WALLS & 10d OR 12d 0.148" X 3" 0.131, X 31 SEE PLAN BLOCKING &TOE OA48" X 3 WV 0.131" X S.A. NAILS & TOP PLATE 12d 0.148" X 3 V. 0.131- X 3'A^ e" O.C.(COMMON) .STUD WALL 6" O.C. GUN NAIL CORNERS SOd 0.148" X 3" 0.131' X 3' 6" O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS led E162" x S %, 05M. x 3 AP (2)18D(COMMON) ISEE PLAN (3)16D ( GUN NAILS) HEADER SCHEDULE REMARKS (2)- 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 rHEADERSIZE W/ 1Y2"FLITCH PLATE THISSHEET (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE SEE GENERAL HEADER NOTE #5 THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ IfZ FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1 W FLITCH PLATE THIS SHEET (3).13/4"X 111/4 ATTACH TOGETHER W1(2) ROWS 1/4' X 31Q' H5 LVL 2.0E Fb-26DO PSI SDS WD SCREWS @ 16' O.C. TYR EACH SIDE (2) • 1 3/4' X 9 114 ATTACH TOGETHER W/ (3) ROWS 1/4" X 3 12' LVL 2.0E Fb=2800 PSI SIDS WD SCREWs a 16" D.C. TYP. EACH SIDE HEADER SUPPORT NO, OF JACKS & STUDS RED. AT OPENINGS 2x4 WALL 24 OR 20 WALL OPENING SIZE JACKS KINGS JACKS KINGS EA. END EA. END EA. END EA. END 1'-0"-3'41" (1) (2) (1) 1 (2) 4'-0'_W-O (2) (3) (2) (2) 10'-0" -1ll (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 MULTI -PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12' o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIRED CONTACT E.O.R. BEAM SCHEDULE MARK. BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/18" CONNECTION: PROVIDE (2) OSB FLITCH PLATE: NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 121 NAILS 012' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/36' CONNECTION: PROVIDE (2) SIMPSON OR OSB FUTCH PLATE. NAIL BEAM TOGETHER USING (2) HTS20LSTA2 HTS20 TO WOOD POST O ROWS OF 12d NAILS 012" OR (2) SIMPSON CMU OR (2) I O.C. TYP EACH SIDE ROOHETF N. PLAN. COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FLRCH PLATE. NAIL SIMPSON LSTA24 OR (2) SIMPSON HTS2.0 TO WOOD POST BEAM TOGETHER USING (2) ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16 TO CMU D.C.COL, TYP EACH SIDE U.l ON ROOF PLAN. (2) -13/4' x 111/4' LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4' x 3.1/2" SOS WOOD. OR (2) SIMPSON HETA16 TO EMU SCREW$ A 18' D.C. TYP_ COL U.N.O. ON ROOF PLAN. EACH SIDE. - (2). 13/4' x li 7/8" LVL 2.0E PLn2600 PSI- NAIL BEAM CONNECTION: PROVIDE (2) TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST 1/4" x 31/2' SDS WOOD SCREWS 016' O.C. TYP. OR (2) SIMPSON HEfA16 TO CMU EACH SIDE COL, U.N.O. ON ROOF PLAN. 12).13/4'.x 16' LVL2. E. 00 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS TO 1 SIMPSON LSTA24 OR (2) x 31 1//4"4" x 31 /2" SDS WOOD SIMPSON HT320 TO WOW POST SCREWS ®16" O.C. TYP. OR (2) SIMPSON HLTA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF RAN. TES GENERAL BEAM NOTES 1, VERIFY WITH PLAN CORRECT LENGTH. OF BEAMS REQUIRED (MIN, 4• BEARING EACH El 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. SIMPSON LSTA 12 STRAP RIPPED 6 NAILED TO RIPPED 2x2X TO TIE ANGLED CORNER 2x4 lNd TOGETHER @ SILL, HEADER @ 12" ON CENTER AND TOP PLATE 1 2 x 4 STUD MAX DIET 24" O.C. 1/2" RED HEAD @ O 2 x 4,P.T. PLATE W/ R.O. O BAY WINDOW 7-EMBEDMENT __-____-_--_i SIMPSON l STRAP RIPPED 2x ON BEVEL TO TIE ANGLEDCORNER NAILED TO STUD TOGETHER @SILL, HEADER (TYP.2 SIDES) AND TOP PLATAy WINDOW FRAME TO FRAME SCALE: N.T.S. M DB ) PRE -CAST LINTEL BOTTOM@ 6'-8" EGRESS j------------- a 3 3 MASTER BEDROOM Q LANAI g VAULTED CLG. BW1 q VAULTED Cl N m 13'-4" o O 35 SH DINING VAULTED LG. ; 13 -6 4,4" N Hi N G.T. (2) 3050 SH G.T. >� Ha �0 3:12 z SLOPE , ,O 13'-4" z ,Y 'dO i 3:12 SLOPE I 1 1 OP GREAT ROOM , 6" F saw I I VAULTED CLG. 4 WALL E 4 -- 2665 2668 O" PROVIDE PLATFORM io p Io6 FORAIRHANDLER- ti VERIFY SIZE W/ MANUR 2'-0" 3'-6" ' 3'-6" 3'4" 2'-10" N M. BATH O 70 VAULT CLG A/C � N , N ' d z z J _ '-10" 4'-0"; 3'-6" 2668 CO N N 2 LAU N W.I I.C. CL _ 8' CLG N ti -5' 10. 7'-6" 6,-2" s -I r r - - - r - _ - I 3X5 F.G. I D IIL) IDI SHWR Q -----1-- - - IL-JI - .yW .� DR/SH L NOTE: BUILDER TO PROVIDE VTR MAX. HANSON BOX DWH. APPLIANCE PROTECTION IF LOT. 35'-0" @ 36" AFF REQUIRED BY MUNICIPALITY. a OD SEE SHEET 4 FOR DETAILS N ---------------- PULL DN.STAIRS i LOCATE IN FIELD 22 1/2" x 54' --------------- J N , Y KITCHEN y VAULTED Cl R . RANGE/HOOD � 1668 O O " iv 5 SH I ' z ' J 00 z BEDROOM 2 m VAULT CEILING i LY I 2' G" 12'-0" w i , v 2 CAR GARAGE " FOYER 8' CEILING 10'-O" I . q n N tS3 1.914.1 _10" "----- --- --------------- --------" I ' 3068 EG SS i RAN . ABV PER Ell EVATI I 1 I. H4 A I. t I I R � 512 i SZ OO ENTRY L _ 0 O � , m ro 00 QATu a� r VAULTED CLG a z N� n --- S1 BEDROOM -3 El CEILING AT OTYPICAL HS ALL BAY WINDOWS SEE BAY WINDOW DETAIL ON THIS PAGE I - O (:W) --'lGE� FLOOR PLAN ELEVATION "A" & "B" SCALE: 1/4" = 1'-O" O O 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 B +27.8 / 37.0 +26.5 / -28.8 O +26.5 / -34.4 +24.8 / -27s O +24.8 / 31.1 O+24.3 J -27.5 O +23.3 / -26.0 NOTE: i. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 'ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALSIT ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES 1. R302.5.1 Door from garage Into house must be a minimum 13/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid soffit Is Installed 5'-0" on each side of the venting. 3. R302.6 The garage shall be separated from the residence and it's attic as required byTaDle R302.6. From the residence and attics by not less than 1/2-inch (12,7ni 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 floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent. 4. R312.2.1 Window sills In dwelling units, where the top of the all] of an operable window opening Is located less than 24 inches above the finished floor and greater than 72 Inches above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following [3 listed methodsl. 2'-0" of doors and In S. R308.4.2 All windows within 2 f tempered ass. r. teas will be safety to ed ShOWE:r 0 tuba pe glass. Y 6. Calling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" Cl 1X T&G acceptable for substitution. 7. EC: R402.2.4 Access doors from conditioned spaces to co unconditioned spaces (a.il attics and crawl spaces) v shall be weatherstripped and insulated to a level 'o equivalent to the insulation on the surrounding surfaces. 8. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods specified In sections M1502.4.5.1 through M1502.4.5.3 9. Ceilings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses Shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ Sd nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications REVIEWED] CODE COMPLI ST. LUCRE COI BOCC FILE COPY AREA CALCULATIONS TOTAL LIVING (AC) 1512 S.F. GARAGE 390 S.F. COVERED ENTRY 28S.F. COVERED PATIO/LANAI 87 S.F. TOTAL AREA UNDER ROOF 2017 S.F. 5 N f-qD 1D ge m .I m gswiiF W 2 1- 00 U $" s`a& Oy.x w i� iY YNr• w a >aZ� a-2S4 o. _ 2P � � IL Y �r 0 O a��n° Q�Q ~O gagm Z� d a dr 5 J r F 6 0 °b n u, qq s www.wswc.coN ❑ ❑ ❑ z M Q N .'. o_ Z I` M (J) f6 w a � w U - w Q. w i Ln c 4 - tn = `mmrr1 fTS L) W LL 1 E Q III CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY OULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Information: `Job cr_ O o_ Z 'D O -0 LO LIJ 0 n ' m 4)1-1 2 z In i-�Um CO on m 2 a ®J� LLJ M LO o LL /��ry W U)�/, ' ^ r Model Name / Number: 1512 T Plan Issue Date: Friday, January 15, 2021 / M PROJECT NUMBER: 21-0161 Sheet: Ad% IOf: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO, OPTION. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE REINF. OPTIONAL CURB FOR 'I 'I F F_ VARIES LAPPED MIN. 6" AND SEALED. GRADE-7SEE PLAN MASONRY @ ELEV. 0'-0" - W/ (1) #5 BAR CONT ". `# 2 4- 2500 PSI CONC. SLAB W/ 6X610/10 W W F, OR MINIMUM .75 LBS , j OF FIBER PER CUBIC YARD RBERMESH/RBERMB( ADDED TO THE dp CONCRETE. IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-2S4 FOR FIBERMESH OR NER414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR Z BARRIER & TREATED FORTERMTTES. o g "� N ) 2 STORY: 20" X 2 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. 70 !, ;� :! REINF. C4 W 3 - #5 CONIT.0" • BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ASV. SLAB. HOOKED FTC • SEE PLAN ; ►•: , �;; DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB, 16" (2) #5 REBAR o (2) # 5 REBAR 16" 4 CONS3 LT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR BEARING RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXfERIRSLABS SHALL SLOPE I/12"PER FOOT AWAY FROM HOUSE SINGLE STORY FTG 1/2"=1%0' FMO2 SECTION @ GARAGE 1/2"=1'_0" FM01 U.N.O. DN PLAN. 8 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDIIIIIG SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. I G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. REINF. SEE PLAN- S ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE — ' — _F� SECTIONS R40314 1 THROUGH R403.1.4.2 ^ x • 9 MASON THROUGH TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT SLAB < B. #5 REBAR 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY (1) CONT. 11 ASSUN ED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 Fi F SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER FOUNDATION DRY DENSITY PRIOR TO FOUNDATION POUR FOR VERIFICATION OF DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) IN FM03 I THICKENED EDGE 1/2"=1-0 =1'O" EQUAL LIFTS NOT TO EXCEEDING I2".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. BEARING CAPACITY OF 2000PSF. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OFGARAGE FOOTING SCHEDULE DOOR. EXTEND 6" BEYOND APAv F.O.M. EACH END, TYP. GAR. FIN. FLR. MARK s12E DEPTH REINFORCING �" •�" /* q,0 1'-0"X.COW. 1'-0" 2#5 E.W. HOT. I 1'-0" 3 #b E.W. DOT. ALIGN DRIVE W/ BOTTOM OF p RECESS & PITCH DRIVE N 4" CONC. DRIVE W/ 1/2" EXP JOINTS 10" O.C. TYP. t , .. 2 STORY: 20" X 20" W/( - #5 CONT. =1'0" F2.5 ra^ XY-S^ 3'A" X 3'-0" 11-0" 1'-0" 3 #5 E.W. HOT. 4 05 E.W. SOT. 18 (2) #5 REBAR P3.0 FM09 SECTION @ GAR. DOOR 1/2"=1'-0" .6 3-5X3'6" 11.0. 4#5 E.W. 60T. 2xERG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W 3 " #5 CONT. FOR MORE INFORMATION) F4.0 4'-0"X4'-0" 4'-6• X 4'-G" r-0" 114, 5#5'E.W.SOT. 5 #5 E.W. HOT. FF4,5 ° 11- II1= III =1-jl 1_I f5.0 5 0" X 5'-0• 114" a #5 E.W. HOT. SEE PLAN Ha:O e'o"x6'-o, V-4' 7#5E.W.50T. 8' 4 245 REBAR 1/2"=r-0" FM12 I STEP DOWN NON BRG. 2000 7200 11000 15600 2000 28000 woo 42500 61500 LEGEND Q - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING SEE PLAN - OPTIONAL CURB SLOPED GROUT SEE PLAN OR MASONRY AT TO DRAIN 4"x4"x 16" 0o TYP. SEC. ELEV. 0'-0" WITH CURB `� (1) #5 BAR CONT. (G.C. VERIFY) z F.F. REINF. g ao . • # (SEE PLAN) i 2 #5 CONT. INSTALL LININ w \_12 #5 BENT BARS W/ MATERIALS PER °" N y - MIN. 25" LAP SPLICE FBC-R P2709.2 MUDDED FLR. 16 SLOPED TO DRAIN IN. #5 CONT. FM14 I SECTION @ RECESS SHOWER 1 1/2" =1'-0" FM18 TYP" STEP FTG. DETAIL 1/2" =1'-0" ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE - SEE PLAN CONTINUOUS AROUND CORNER #5 CONT REINF. BY COLD BENDING THE BAR WITH SEE FIND. FOR MIN. BAR LAP OF 25" - QUANTITY % #5 X 25" X 25" N, CORNER BAR ONE FOR EA. HORIZ. N REBAR, TYP. U.N.0 1'.71 ' (2) #5 REBAR 16" A/C CHASE 2 STORY: 20" X JLW 4" PVC SLEEVE THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL FM23 TYP. FND PENETRATION 1/2"=1'-0" STEMWALL SCHEDULE FOOTING DIMENSION MAXIMUM STEMWALL NUMBER/SIZE OF BARS LAT. F.C. SPACING (D.C.) d 1 STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT IN IN STEM WALL 0'-0"-2'-0' 8" 10" 16" 20" W/ (2) #5 BARS <674# 618. >21-0"-314" 10" 10" 20" 24" W/.(3)#5 BARS 6744 5'4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-0" - 5'4" 16" 16" 48" 48" W/ (5) #5 BARS CONT. & #5 @ 18" O.C. TRANSV. 1162# 2'8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL KI OTF C" SEE CHART ABV. 40AX. F.C. SPACING (O.C.) W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. COW. TIED I EA. VERTICAL REINF. BAR-" #4 TURN BAR # STEM WALLS GREATER THAN 4'-0^ (1) #5 HORIZ. COW. TIED I EA VERTICAL REINF. B FIN GRADE 8" MIN. TO TOP OF STRIP FTG. COMPACTED CLEAN FILL�F IN MAX 12" LIFTS STRIP FTG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) 4. COVER d FMASW I STEM WALL SCHEDULE 1. VERTICAL "REINF. IN SOLID GROUTED CELLS ATALL 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 WALL WHEN STEM WALL EXCEEDS 4'-0" RBERMESH CAN NOT BE USED AND .C. ABV. FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO IN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4"-0" INTO SLAB/ STEM GEE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #g 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" c. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" K • TALL (TYPICAL ALL CORNERS) o c. 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALL$ GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8.13403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS "SEE NOTE 5 THAN 12 INCHES (305.MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS. R403AAA THROUGH R403.1.4.2 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0- TALL NTS CLEAN PLUMBING RISER TO SANITARY SEWER JB A/C COMP & PAD 4" CONC. SLAB W/ 8" X 8" THWN EDGE ' R" 38' 0" 2" L L 21101, .. 5' 4" tFM3 3 tm I FMO ■ ® ---------- -------- -------------------- I ■ ■ " -------------- ---------------• •---------------- , --------• i FM11 , 011 Ei. I I I I STEP DOWN 4" a I I I I ' bo a1 ' `----------- ------------------------------ -----' • Ip I I , I ;o I I io O ■ =-H01 - A-, co ■ , " __ ' ' CHABE UNIT � ,, y" III •I FOR HVAC I I '' �'•, _ rr—,l q II I OD PROVIDE ELECTRICAL & PLUMBING I I rn l_ ' LI SERVICE THRU SLAB @ ISLAND LOCATION , ■ir in (REFER TO FLOOR) , � �' OAP p��i i0 01 loll II ;. -_ �. I I 3 a �`00 ao in rl_ iN i I I A/C I loI •_ ____ __- ' 46 � JPROVIDE I ■ ' (N 3' 2" 10' 2" 4' 6" 20' 2" �. n o aD M (oio -\ N ao I Ir'3X5- O I II ;F.G.---------'ll-' 3 I D I II W II ■ a II 'SHWR " II o----------- ---- J--- - JJ.L•.-+L---- ; VTR10' 9" 2' SO" 3' 3" 1' 10" d' o LAT. 35'-0" HANSON BOX-1z ' ■ ,N.H. t__' I @36"AFT 3�- � ro 07 i2X8 A4EL�. O y S FM 12 li ■ n N 'Am I 19' 4" i 5' 4" 13' 4" i , ' C.J. SEE NOTE 6 I , RkVIEWE ' FM02 I. ")D L V IV 3 r'T'. UI C II IE ■ ' I N I ___"______ I N i I ■EO Z (z I W `o ; � ■STEP DOWN 4". , ■ � I �f3 5 0 r HOSE i t _____________________' a I I I I I I I I I I I I I 1_1 1_1 I I 11 11 m J71 III I T3 N N 8" I FOUNDATION PLAN ELEVATION "A" & "B" SCALE: 1/4" = 1'-0" 10 2 ® �00 m r (] "m 1� ii a o a5= W Uj ww O m J Z" < 1 r 0 0 ti ■ ,= a x W".FDSLNG.COM ❑ ❑ ❑ 45 z Z 0 N "0 _ Q a a N J M (jN ( M Q w g N c 6L� gc U ENE W _ m I � as V C4 Q N Otl�O i DAM O B FLORIDA CONTRACTORS LICENSE NO. CRC1330146 D FG 3000 GULFBREEZE PARKWAY PLJ1a GULFBREEZE, FLORIDA 32563 %our DIVISION LOCATION: PORT ST. LUCIE G IVI Job Information: E1 O a zLoC 4) •H W n= d m Z If U) 3 cA (D F- Um M 1 p _/y3W m Tn o Lo IL J m U) (n Model Name / Number: 1512 Plan Issue Date: Frlday, January 15, 2021 KA PROJECT NUMBER: 21-0161 Sheet: 3 Of: FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 1,512 x 3 4752 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 (5) 4500 BATH FANS 100 WATTS EACH 1 200 GEN UGHT'G & RECEPT. +APP. CIR. = 33,086 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 23,086 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 23,086) = 9,234 + 100% OF "B" = (10,000) = 20,000 TOTAL WATTAGE = 39,234 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 163 ASSUMED EDGE OF WALL ro 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL M24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. w J W BIBS --_-------- -- --- NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. ELECTRICAL PLAN ELEVATION "A" & "B" SCALE: 1/4" = 1'-0" 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 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 FED R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTIONOF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES 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. 9, R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS 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 THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR $3 THREE-WAY SWITCH COMBO UNIT $4 FOUR-WAY SWITCH FLOOD LIGHT $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE 1---n -Tr- n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX a CEILING FAN OUTLET 16 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT rn ' 2 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL TV❑ T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING JUNCTION BOX WP WATER PROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/LIGHT C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOORPUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED 200 AMP UNDERGROUND WITH ELECTRICAL CONTRACTOR 00 AMP SERVICE � 2D0 = 210 COPPER OR 410 ALUMNI. IN 2" CONDUIT " METER MAI DI200P.MPCT FILE COPY A/C DISCONNECT UNDERGROUND SERVICE By POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #8TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVID GROUNDING ROD WI MIN. 8' DEPTH 6) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. i it �I OD g %o w 00 3 -u 4 IBM ds L^ Lo O$m g c w ge1 awn€ a a pH��44w Q A9LL EE 6. � y B d I at K O LL t8 Win Wm" ¢ p W 2'� ov£ a 3 F ea nwa�w.wsENs.com ❑ ❑ ❑ W O — p p Z N � N a — N Z n m U — 0 N Cry Z� a cn ~ -9m w t " Eo '® 0177 F ow N o so°o d,m A nemuc unMrom °LORIOACONTRACTORS LICENSE NO. CRCIS30146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE `Job Information: 0 0 zcLO Lu c M H u7 3 10 V z m H Y U m M a Q J W m o J InUi LO L- Model Name / Number: 1512 Plan Issue Date: Friday, January 15, 2021 KA PROJECT NUMBER: 21-0161 Sheet: 4 Of: — ELECTRICAL PLAN i 12 6�- 11/2". STOP STUCCO HAND - SEE i ELEVATION FOR SIZE i //--FIXED FIN WINDOW PER PLAN J T.O.B. G31 X 2 NAILER FOR WINDOW — INSTALL -AROUND FULL " HD. HGT, PERIMETER — - — - — - — - GABLE SHEATHING. WITH APROVED HOUSE WRAP (SEE. ELEVATION FOR o GABLE SIDING ) LITE TEXTUREDDECORATIVE CEMENTITIOUS COATING eD aD to IA3 SH RAISED SMOOTH °D TEXTURED BANDS RETURN 2'-0" SEE FRONT ELEV. — — - — —FIN. FLR. _ _ — - _ FOR SIZE &STYLE — 050 SH RN. FLR. _ GABLE END WINDOW D ETA I L SCALE: N.T.S. LEFT ELEVATION SCALE: 1/4"=1'-0" FOR BLOCKING & - BRACING INFORMATION REFER TO GE01 ON A SHEEP "S-4" 1 I 1 12 SEE PLAN FOR ROOF PITCH ' 1 i i i i - -MAX. 12" OVERHANG 2X4 #2 SYP COW. '. , ATTACHED TO TRUSS 2X4 #2 SYP BLOCKING I A10 W/ (4)12d NAILS 0 EA. GABLE VERTICAL, , 0 EA. VERT. WEB. � BLOCKING SHALL FOLLOW ROOF PLANE. I I 1 I 11 I I 11 11 11 , 1 -m , II.USS II ,' II II I1 I1 , II L, 11 I I 11 11 II 11 11 1 1 II 1 1 II I I ,I 1 I, II II I1 11 l it 11 "e 11 ,1 ,r II II ,I it Ir -- II ,I ,I II II 11 „ 1, ,I 11 II I 11 11 11 CEILING BOARDNAILED w/5d COOLER A NAILS 0 71 .C. � L - — - — - — - —- —- -—-— - - - — -—- 1 -— L-—-—-— - — - — -— — GE23.1 GABLE END OVERHANG T.O.B. ci HD HGT 0 uD W VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq Inches of venting needed equally for Intake and exhaust I' Soft product provldeg 432 net eq in / of Ridge vent provides 18.00 net sq in/If Off rklp vent provides 138.00 net sq in / of Overhang distance 133 1t S.F. of Area to be vented (SF) 2017 S.f. Total needed for exhaust for upper 1/3 484 net sq inches Total needed for intake (soffit area, lower) 484 net sq inches Number of Off Ridge Vents for upper 113 needed 4 L.F. of Ridge Vent needed (can be used in combo with ORV) 27 Lineal Feet of Soffit needed to meet required 88 Lineal SR provided by plan 144 ROVIDE HOLE IN SHEATHING TO 48" OFF RIDGE VENT 48" OFF RIDGE VENT 4W OFF RIDGE VENT INSTALL BLOCKING, INSTALL W/ (4)12" NAILS 0 EA. VERTICAL 2x4 WALL W/ STRUM SWATHING j 7/1611 MIN. THK - NAIL W/8d COM. @ 3" O.C. EDQES & 6" O.C. FIELD EXTENDED TO TOP CHORD 12 BEY 2X FASCIA BEYOND 6 GABLE TRUSS T.O.M.- _ - 2x4 #2 SYP BLOCKING H0. HGT. @ EA. GABLE VERTICAL, _------------_ _— _— -— --- ------------ BLOCKING SHALL FOLLOW ROOF PLANE. L 4 eD ;4 LITE TEXTURED DECORATIVE D SMOOTH CEMENTITIOUS COATING LffE TEXTURED BANDS RETURN 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE FIN, F.R. 25 SH 23 SH 48" OFF RIDGE VENT 2 to FIN.FLR. 35 SH 3050 SH 3050 SH DBL 25 SH ------------ -- 2868 DOOR LITE TEXTURED DECORATIVE CEMENTITIOUSCOATING' REAR ELEVATION SCALE: 1/4" =1'-0" T.O.M-. r DECO r • \ a FRIEZE ET. THIS SHEET - OF ENTRY rIEW7110101 ICI ICI 1 .1 1.• ••1' 3068 .O•• tABOVE TRIM io iv "1 ZD 6„ 6. BRACKET DET. SCALE RIGHT ELEVATION SCALE: 1/4"=1'-0" I I N .i �o 6" 2'-0" BRACKET DET. SCALE: 1"= 1'-D" CLG. T.O. HD_HGT.1 2050 SH 3050 SH 2O50 SH FRONT ELEVATION "A" SCALE: 1/4" = 1'.0" o re a 0 $ ? O eC1,1L) p v w Lq gsw@"F M i10 aa q-H2Z 0 381 WE � -a01u 3 N ?'� WYJW.FDSaVG.COM ❑ ❑ ❑ � u) z p 8 z�M j J N a z " V) 0 m 4-J W -6 o� v -M 0 in W� t� � EE 9 c �a c �� lu 10" Q N C; B ® DAMS HOMED POEE \ E IF FLORIDA CONTRACTORS LICENSE NO. CRC1330146 to Can Ll E3000 GULFBREE'ZE PARKWAY s"L Ci C l GULFBREEZE, FLORIDA 32563 ACC DIVISION LOCATION: KEYSTONE DET. PORT ST. LUCIE SCALE: 1"=1'-0" `Job Information: 0FL zo a L0 W N C m no i-I LD ® _I LLJ Z) M' m J m U) (n Ln L2 ® Model Name / Number: 151.2 V1 Plan Issue Date: Friday, January 15, 2021 KA PROJECT NUMBER: 21-01.61 Sheet: 5 Of. ELEVATIONS -A SEE DE' G.C. TO PR( BLOCKING' W/ APA RE( FOR SPAN I 7/16" OSB. SEE"HIP/R BLOCKING" * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING ICKN FSS IS 15/32".) IF 15/n.. IS USED, THEN THE ALTERNATE BLOCKING S NOT REQUIRED AT HIP SECTIONS Csome BOTTOM CHORD GABLE END BRACING ®--� LOP CHORD 2X4 #2 SYP 4'-0" S.C. MAX. FOR FIRST (4) BAYS BLOCKING 0 16" O.C. MAX FOR FIRST (4) BAYS NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH IND SPEED (ALLOWABLE) 123.9 MPH is EXPOSURE CATEGORY EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG WIND AREA (+) VALUE DENOTES PRESSURE - [4'12)-[72'12) (SO FEET) (-) VALUE DENOTES SUCTION 6=an AREA ROOF 1 2e 2n 2r 3 3e. 3r HIP -37.02 -51.06 51.06 •61.06 * - TB je - 10 GABLE -37.00 -37.00 -%99 -58.99 -58.99 -76.03 1 O ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE)' ZONE 1: ASTM F1667 RSRS-03(10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 INFIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (1 Od) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD N ZONE 3, 3e, 3r. ASTM F1667 RSRSA3 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: O Q SHINGLE: 1132' EXP. 1 ('20) TILE. 'a32" EXP. 1 (AQ20) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 9d (2 aa' x 0.113") NAILS r "'kkk 2. WHERE THE SHEATHING THICKNESS IS GREATER THANa2", SHEATHING SHALL BE FASTENED a I,a + �'� 4V43. WITH ASTM F1667 RSRS-03 10d (2%' x 0.131' NAILS OR ASTM F1667 RSRS-04 (3" x .12(") NAILS GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING ATALL EDGES, A MINIMUM 19' SPACE IS RECOMMENDED BETWEEN PANELSAT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN %". OHAD. AT BASE 2 ROWS �4"O.C. w/Bd COMMON NAIL. ONAIL AT TOP PLATE TWO ROWS @4" O.C. W 8d COMMON NAIL. © NAIL OPENING PERIMETER W/ (2) ROWS 04" O,C. W186 COMMON NAIL. O NAIL INTERIOR AT B"O.C. w/ Sol COMMON NAIL. O STAGGER ALL VERTICAL JOINTS &NAIL 0C O.C. .1 8d COMMON NAIL. O PLYWOOD SPLICES @HEADER, NAIL SHEATHING TO HEADER M 8d COMMON NAILS �14. O.C. (2) ROWS Q TOP & BOTT. © (2) 8d NAILS O 3" O.C. TO EACH TRUSS END OR 41 VERTICAL MEMBER IF CABLE ENO. EXPOSURE( SHEATHING PROVIDE BLOCKINGj R II AS REQUIRED PERSECTIONX�XIFNOT FULLHEIGHT SHEET © FLOOR SYSTEM NOTE ad NAILS FOR WALL SHEATHING MUST BE MIN.131-X2IQ% DO NOT OVERDRIVE NAILS: FASTENERS SMALL NUT PETNETRATE SURFACE MORE THAN le (2)-2xTOPPLATEBEYOND ISWOSSEXPDSUREI SHEATHING -f II II II II II 11 I II N II 11 I II II IIzil SOLID 2X BLOCKING II ISALL SHEATHINGEDGES(SEE SECTION X.X)OPF18N9 IIL___ II j 111 C III- K .III III iii ii 11 II i II 11 II I ?x STUDS BEYOND. W M9 -t----- - II 1111 III (III I I I I I I. II I tl II (III II I 11 II II It II 11 1 SEE PLAN 2 -+ III (III IILI III I II JI 1III I I II I 11 II. (III I I I II 1 If III I 1 II ❑ I 1 III 11 11 It I II ii 11 t III II II II I O -+ �j- 1111 _w IO 11 1111 II 11 II 1 ALLSHEATHING A 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 3/4" SINGLE NAIL EDGE SPACING ^S" - W SPACIN mu DOUBLE NAIL EDGE SPACING LL Fw�oF¢�¢ O N�~ Us 0 2X4 P.T. BASE PLATE BEYOND SEE PLAN .AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 02 SPF TURNED VERTICAL W/7116" FLITCH PLATE TO W/ (2) 12d TOENAILS EA END. NAIL FLITCH PLATE TO VERTICAL W/(4)8d NAILS NAILS VERTICAL BLOCKING SECTION X-X TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. 16"' OVER 12'I OVER -SQ�IARE ( -ROOF PITCH PER ELEVATION SHINGLE LOADING CONNEOOR SCXEOULE FOR: AQOM9 HOMES- 1512 EU V A SASE: ' TRUSS ID SEARING POINT TRUSS ACTUAL CONNECTOR ID OONNECIORUPLFTDFSIGN FASTENERS NOTES UPLIFT RATING CIIMY,, HI D7VP, HDV L/R - -350#or less HUA16/PER TRUSS MFG 1S10# (9)I0dx 1.1/2 W2,=3 L/R -200#or less. HIOA/PER TRUSS MFG 1040N (18)SOd x 1-1/2" 7D1 L/R -204#or less- (2)H2.5A/PER TRUSS MFG 1200# (20)Ed (9)10dz1-1/2" 'Jr ADl-ADS, Al2 L/R 906#or less HETA16/HUA16 1810#/1810# (9)10d x 1-112 (9)10d x 1-1/2 A14 L/M/R 740#or less- HETA16/HSOA/HUA16 ISINI 10118104 - (18)10dx 1-1/2" (9)1W x 1-1/2 (9)10d x 1 ISIN 1040#/3040#/. (I8)10d x1-'.,�2 A35 L/M/M/R -656#or less FETA16/H10A/HSOA/HETA16 1810# (18)10d x 13'2" (9) SOd x 1112" (10)10d x 1112" (2HETA16/(2)HTS20/(2)HTS20/ 23654/2620#/2620#/- (48)10d X 11/2" A10 L/M/M/R -1936#or less (2)HETA16 2365# (48)106X 112 (10)10d x 1-1/2 TRUSS MANUFACTURER: 6FS DATE OF LAYO UT DATE OF TRUSS CUT SHEETS 1/11121 L= LEFT, R = RIGHT & M = MI DDLE SEAR( TUGS. '. BEARING LOCATIONSARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS'. _ AKCONNECTORS ARE SIMPSON PRODUCTS i M TRUSS LAYOUT -A SCALE: 1/4"=1'-0" SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR&FASTENERS SPF SYP CONNECTOR FASTENERS SPP SYP OFRAMETO A HETA18w/(e)IMX112. OR 1810 HTA18w/(lO)lOdx1I2.OR 1585 1870 MASONRY HETA20 w/(�10tlzi if2' HTA20 w/I10)10tlx71IY O FRAME TO HI2.84 w1(10)Sd NAILS 515 NIS RT7A W/(10)Bd NAILS 616 585 FRAME FRAME TO H1OAW(18)tOdx112' 1J15 109a RTI6Aw/(17)70dx1712" S85 1020 FRAME H10A2w/(18)10dx11a AT2PLYT1RUSSE% 930 1080 RnWw/(16)10dxl 10AT2PLYTRUSSES 935 1060 MTS12W(14)lWxIIJ2'(ATEXTERIOR MTW12w/(i4)1Wx112'(ATEXTEIOOR 1005 1195 OFRAMETO D FRAME LOCATIONINCLUDE (3)12d TOENAILS) 8Ro 990 LOCATION INCLUDE(3)12d TOENAILS) MGTw/(22)10d NAILSAND518"AT.R.w/12" MUGT75 vd(28)7Gd NNLSAND5lr A.T.R.wI 3330 4495 OFRAMETO E MASONRY EMBEDMENT w/ SIMPSON "SET' EPDXY 3330 3985 1T EMBEDMENT W IS MPSON "SET" EPDXY FRAME TO HIw/(24)10d x 112'(AT EXTERIOR HTW20 wl(24)10d x i 1W (AT EXTERIOR 1286 1530 0 FRAME LOCATION INCLUDE(3)12d TOENAILS 1125 1310 LOCATION INCLUDE(3)12d TOENAILS FRAME TO (2)HES20Y0I48)10d U2"(AT E)OEFJOR (2)HTV20w/(48)10dx112'(AT EXTERIOR 2570 3060 FRAME LOCATION INCLUDE(8)12d TOENAILS 2250 2820 LOCATION INCLUDE(B)12d TOENAILS (EA) T'-2'W(1611 Od NAILS AND (2) SIS' AT.R HUGT2M(18)1Ud NAILSAND(2)5B' A.T.R.GO FRAME TO W/12"EMBEDMENTW/SIMPSONSET" 10890 w/1TEMBEDMENEWSIMPSON-SET• 7020 9790 MASONRY EPDXY(HGT3 FOR 3-PLY) EPDXY(HU(3T3FOR 3-PLY) OFRAME TO FGTR w/(18) 1N' x 3" SOB WOOD SCREWS 3400 4725 REDS WO (12) W53 WOOD SCREWS AND 71DO MASONRY AND (2)10 z5" TITEN HD ANCHOR BOLTS (4)3/ex6"WEDGE-BOLT LGTP w/(16) 16d SINKERS . O(1) J1 FRAMETO A(7) IM' x b IPV TFTEN 2 1760 M30 MASONRY SEE NOTE #6 BELOW) FRAME TO (2) LOT2 WI(32) 16d SINKERS &(14) 3500.M 4080.M (2)LUGT2 W/W)1Bd SINKEsl HO) 310DW 3100.M J2 MASONRY/ 1/4' x 21W TREN(2 PLY TRUSS) 32dOF 3770-F' 1W x3"WEDGE-BOLT(2 PLYTRU88) 3800.F 4620-F FRAME OR 28 1Bd SINKERS FOR FRAME A ( ) lE) i8tl SINKERS FOR FflAME OR 132 E(EA) ) 03 FRAMETO (2)LG73 w/(24)1/4'x 3' BOB SCREWS &(8) 3 'xSRTITEN(2 PLY TRUSS) 4730-M 8570.M (2)LUGT3wl(24)1)4-x212"WS25 SCREWS d(4)3Wx5"W8(2PLYTRUSS) 8480.M 7050-M MA80NRV/ 5010E 8960E 5480-F 7710E FRAME OR (M 16d SINKERS FOR FRAME(EA) OR(66) l6d SINKERS FOR FRAME(EA) /.A BEAM TO HU410 OPT HUC410 w/ (18)16d & (10)1Od GN2680 HD410 OPT HD4101F W t2O)15d & (10) 10d G#3080 BEAMTO HU480PTHUC46w/(e)iO MAILS& G#1540 G#3000 HD480PT HU46W/(e)iW NAILS& G 1125 G#2015 O MASONRY/ (12) 1N"x 2 We TTEN CFO MAS-) U#9SO UN1135 02)1M"x2Vol' TAPCONS CFO MAS) U#1030 UNS60 FRAME OR (12)16d & (6)1Dd (FOR FRAME) SYP-F SYPAI OR (12) ISO & (6)10d (FOR FRAME) SYP-F SYP-M (2)HETM6 OPT (2) HETA20 (2) HTA1G OPT (2) HTA20 1870 OFRAME TO 1-PLY w/ 110) 10d x 11/2" OR 1920 1920 1-P_Yw/(10)10dx1117OR 2430 MASONRY 24RLYW/(12)ISd 2305 2305 2HPLYw/(12)18d HTSMlWO1)10d NAIL.SAND(4)V4".Q1M" 955 1110 HIEWNFI6w/OVOdNAILSAND(4)1/4'x13W 1146 1225 TAPCONS WEDG O FRAME TO pBOLT MASONRY: HTSM20 w/(I Oil Od NAILS AND (4) 11V" 114" 955 1110 HTWM20 w/ r10110d NAILS AND (4) 110kl 314" TAPCONS WEDGE.BOLT 1145 1225 0 FRAMETO KIDS w/(8) 8d x1112' NAILS AND (2) 3M W" 780 970 MASONRY TITAN NO DTT2Z wl(8) 1/4'xl 1W SOS WOOD DTB-TZ w/(8) 1 W X112'WS76 WOW O FRAME TO SCREWS AND (1) 12. 0 AT.R. EPDXIED w/ IMS 2145 SCREWS AND (1) 11T B AT.R. EPDXIED wI 1510 1835 MASONRY SIMPSON SET' SEE NOTE#4) SIMPSON'SET"(SEE NOTE#4) LIFTS wl(26) 164 x2 I7NNLS AND (1) 5W B HTT45 W/(26) 18d x2112' NAILS AND (1) 0 FRAMETO AT.R EPDXIED wl SIMPSON'SEP' 4375 5090 5/8"B AT.R. EPDXIED w/SIMPSON SET' - SODS MASONRY (SEE NOTE W BELOW) SEE NOTE#4 BELOW) HTT4 wl(18) 1 Sd XY I Q' NAILS AND (1) S'8' B HT11545 w/(18)18d x2112'MAILS AND (1) ® FRAME TO AT.R EPDXIED w/SIMPSON 'Wr 3040 4235 5WB AT.R EPDXIED w/SIMPSON SET' 41M MASONRY (SEE NOTE W BELO (SEE NOTEAM BELOW) O FRAME TO H18S W/(N) 10d x11/2' NAILS 785 910 LUGTI W/(23) Od XI IW MAILS 876 1045 FRAME HM9KT w/(4)IfVM 1/2SDSWOOD RTI6MwWW)10dz11/TNAILS& OFRAMETO U MASONRY SCREWS 6(5) IMI 11C TAPCONS 750 700 (4) 1W x 13W TAPCONS 1955 7386 FRAME TO VGTw/(16)114-ff SIDS WOOD SCREWS O MASONRY (1) WTH A.T.R. EPDXIED w/SIMP50N SET' 355$ 4940 W/ 12' MIN. EMBEDMENT TO (2)VGTW(32)1WBOB WOOD SCREWS OFRAME MASONRY & (2) 6/9-0 A.T.R. EPDXIED M SIMPSON 5170 7185 'SEI"Yd 1T MIN. EMBEDMENT VGTwl(10)1WX SDSWOOD SCREWS MUOTI, W1(22) IOd NAILS S NY45 W/(16) OFRAMETO FRAME HD04-SDS2.5w/(10) 114W llr SDS WOOD 3285 45M NAILS &(1)WS'B AT.R. - 41W SCREWS A(1) WE A.T.R.tad (2) HTT6 WI (E2)18d'# 12' NAILS 8 (2) KTT45 W (52)1Bd7212' NAILS OFRAMETO Y FRAME (1) 5/8•9 AT.R(ME NOTE#4) 4375 5090 &(1)318"B A.T.R(SEE NOTEW) S005 (.FNFOG, l•.flNNFI:TMNl1TFR- 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS/BEAMS w/(2) 12d TOENAILS. 2. ALL MUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. 3. GO. MAY USE EITHER SIMPSON OR USP CONNECTIONS. SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL FREIGHT SYP 91 7X4" TO TRUSS VERTICAL WEE w/ (2) ROWS OF 1Od NAILS OD 3' O.C. STAGGERED, 5. 12" MIN. A.T.R. EMBEDMENT IS CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORD W 4AP 2a SYP#2(MATCH CHORD LUMBER BITE W/(2)ROWS IOd@4•FROM ENO &4-S.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCHASPOSSIBLE. V MINIMALCONNECTORUNOONFRAMINGPLAN 1. CONNECTION FOR ALL ROOF IFLOOR TRUSSES TO MASONRY WALLS/ UNTELS/ ICF WALLS UNO ON PLAN 2. CONNECTION AT 24'OR ST O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL F812183.1 FOR MORE INFORMATION S. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLS'KF WALLJUUNTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 3T O.0 MAX. .1 [2) AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT wRJI OF APPLICABLE) LAYOLIT S CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALUeEAMS w/(2)12d TONAILS © MINIMALCONNECTORUNOOIFRAMINGPLAN 1../-- �CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM (C) MINIMALCONNECTORUNOONFRAMINGPLAN ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH) SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. OF CONVENTIONAL FRAME ROOF -(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND 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. ALLPANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH Sd NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R805.1.1 - - - 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 LAY& IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. "ITIE FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 ypo ,� FILE COV TYP. C.M.U, OR ICE WALL 0 Q--METAL DRIP EDGE -F 2 xSUB-FASCIA SECTION o SEE WALL ALUM FASCIA e4 ON 2X4 P.T. FASTEN TO C.M.U. W/ 11/2" LONG T-NAILS 4P 2'-0" O.C. - SECURE J-CHANNEL 012' O.C. CONTINUOUS VINYL G.C. SHALL VERIFY SOFRT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAILI 3/4"=1'-O" -17 kr T low, C103r ro 0001' LL aJJ uLL#J YJJk i3A LL OpymrS 0.a It gp�j Lu 4 zm o g Ia9 rRm ¢ O J Z� " %U -0 a m Q O. k J ED m WWW.FDSENG.COM ❑ ❑ ❑ Z o- o Z N a #2 o. C4Z (/)in m V W C D Q w U, � W N E = tam I G, Q N ODD FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVIS143N LOCATION: PORT ST. LUCIE ♦ Job Information: Iu1..a a C Q N � LO � w O +"T C 6i D7 3 M d In MM3 CI 03 (1) U) LO ♦ Model Name / Number: 1512 ♦ Plan Issue Date: Friday, January 15, 2021 ♦ KA PROJECT NUMBER: 21-0161 Sheet: 6 Of: ROOF PLAN A ° 2x6 #2 SYP P.T. W/ (2) Y."x5" WEDGEANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 112" X 8" A.B. W/2" o "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. o ~ SECTIONAL @ OVERHEAD DOOR o WOOD S P 2" X 6" a TRIM a a TO ���++ `<' p��: • N S •.. FS .Q E. + 2"x6" P.T. WOOD JAMB a c ;L OF " u DOOR AND CONNECTION PER GARAGE SLAB PSE e� GARAGE DOOR MANUFACTURER ti O'•• �T +++� TYP. GARAGE DOOR •. L O TRACK MOUNTING DETAIL ''14 18I11110" • �p 311111j1, o � •C V_ MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S x Is N 0 O W W Go 0 ro Jx at 9%-5 TJS b0i LL Ci LL � _$M WN NN ii a $G o �12WLw9�-K W u! N o a. BLOWN -IN R-30 INSULATION PER FEC � g33 O td ti m o,a g� =AND oBLOWN-IN ENERGY FORM SUBMITTED WITH Ii 3 � APPLICATION PROVIDE BAFFLES `$ro R-30 INSULATION PERPERMIT FBC AND ENERGY FORM SUBMITTED 12 EAVES (FOR VENTED ATTICS)gg mAT d s .F'9?'�a12 WITH PERMIT APPLICATION FIBERGLASS SHINGLES OR a -tSArvPROVIDE SEE PLAN BAFFLES AT EAVES SEE PLAN TILE ROOF (PER ELEVATION) R9005ViD UO DERRAPYAMENT g 3 P9Z Q p III (FOR VENTED ATTICS) PER F CROVER a s ❑ ❑ ❑ FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE - Wft.FDSENe.CM TILE ROOF (PER ELEVATION) TRUSSES @ 24 O.C. [RSH) - ON FRAMING SHT. FOR G OVER APPOVED UNDERLAYMENT SHPG & FASTENERS. Z r) ' PER FBCR 905.1.1 OVER APA PRE-ENG. WOOD ROOF SHEATHING- SEE SCHEDULE- [RSH] - ON FRAMING SHT. FOR I TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR Z m C TRUSSES @ 24" O.C. SHT'G &FASTENERS. — _ _ _ HT. W J c m BRG. a ll" - �'� S TRUSS ANCHOR (SEE PLAN) 112" DRYWALL FELT PAPER OR • " ETAL DRIP EDGE — IN V z l ' i TO BE INSTALLED ON OUTSIDE / M • TRUSS PLATE (9 _.:.�.. - — - — - FACE — - — — - - 3/4" P.T. NAILER •.�� 2X SUBFASCIA J Q4`.J SOFFIT. SEE ARCH. --METAL DRIP EDGE 1/2" DRYWALL PLANS lJ — - 1/2" DRYWALL CURTAIN NAILER++ 1 x 4 P.T. @WINDOWS ��', E 16 K.D.KCK� LINTEL BLOCK LINTEL � m j uOa CONNECT ALL 2x STUD 2X SUBFASCIA 1 x 8 P.T. @ S.G.D. h 0•H, W/ (1) #5 DIA. REBAR & Ln cm TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH, n SEE ELEV, 3000 PSI CONCRETE R3 -' m Cu Eo [ PLANS PRECAST "U" LINTEL `U - 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE SCHEDULE N N U m o 0 I © DAMS HOMES, r OPTION: 15/32" OSB EXPOSURE 1 ON O.H. EXT. WALL W/ ALL EDGES BLOCKED. MAXIMUM OF (3) • 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE T313 FOR NAIL ATTACHMENT. 1 _ PLY ATTACHED W/ (2) ROVE OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE @ 2" O.0 EDGES AND FIELD. FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NAILS AT 8" O.C. NOTE: 44" MAX. SILL HGT. ON A FILL CELL -(1) #5 DIA. ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI 3000 GULFBREEZE PARKWAY CONC. ALL LOCATIONS COL, GULFBREEZEr FLORIDA 32563 VINYL FRAMED WINDOW W/ SCREEN N N FOUNDATION DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLANANS &OWN N �+T S 1 . LUCi E COI- LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS. IF NO w BOCe' PORT ST. LUCIE OPENINGS ARE INDICATED, FULL ' V V Job Information: STUDS ARE REQUIRED). NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. r VINYL FRAMED WINDOW A W/ SCREEN — I CEMENTITIOUS DECORATIVE PER SPECS „ FINISH 7/8" THICK PER ASTM FINISH n PRECAST CONIC SILL C-926-98A H O PAPER BACKED FOIL R-4.1 u 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL v 6. 1/2" DRYWALL MORE INFORMATION). SEE TB13 PER FBC AND ENERGY FORM ' EXTERIOR FINISH ON SHEET 6 SUBMITTED WITH PERMIT (SEE ELEVATIONS) L p FOR NAILING INFORMATION FOR APPLICATION o R-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC WALL SHEATHING. P.T. 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING 1 x 4 P.T. FTG. DOWEL #5 DIA. REBAR 17" IN CONCRETE - 25" w y c dI iu m m M AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TREN BASE NAILER EXTEND ACI 530 ABOVE ( ) > m ai 61 c WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. FROM END SEE WS07 WOOD BASE SLAB. ALL LOCATIONS SHOWN ON FOUNDATION PLAN ci LID 3 w WOOD BASE MIN. 6" - Ill—J a SEE FOUNDATION PLAN FOR TERMITE SHIELD � SEE FOUNDATION PLAN FOR O M w FOR SLAB INFORMATION TOP OF SLAB _ SLAB INFORMATION — _ TOP OF SLAB .gyp uvo M/� '/^� LO DO V Model Name /Number: 1512 .. GRADE ' �'GRADE CLEAN iv o SEE PLAN FOR iv N Plan Issue Date: COMPACTED •` ,•a ,, ti m ; RE43AR QUANTITIES' '' p [ Friday, January 15, 2021 KA PROJECT 16" SEE FOUNDATION PLAN SEE PLANT WNDATION ..—�. FOR FTG REQUIREMENTS PLAN WS01 I TYPICAL WALL SECTION - 8" CMU 3/4"=r-0" Sheet: 2 Of: WS02 I TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'0" TYPICAL FRAMING DETAILS ( ``eTTTi 111111 ```I TOR ........... E' �G ;LU OF UJ - fi PROVIDE 2x4 ON TO w.0••. $ r. d�'(,7`'`�, OF 2x8 TO BLOCK OUT 2 ROWS 12d @ w,��Q •• L TOP PLATE ATTACH W/ 3" O.C. OUBLE 2x4 s��� �F S I.• N i �`,, (2) 12d NAILS O.C. TOP PLATE STRUCTURAL SHEATHING (SOLID BLOCK w/ 2x6) T 7/16" MIN. NAILED W/ 8d 4f/N Li 2x4 STUD COMMONS @ 3" O.C. @ PLAN EDGE & 6" O.C. FIELD RUN 2x4 BEYOND AGAINST 2x8 STUDS FULL SHEET FROM OP SPLICE �\ BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 �� `� TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE STANDARD SEE FOR �\ i \ SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END �� �l (1) SIMPSON H2.5A CONNECTOR C EA. STUD TO PER PLAN ? ` TOP PLATE W 8d 2 1 2" x 0.131 NAILS FRAMING `��\\ *NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x6 2x4 w/ 2 ROWS OF I oD STRUCTURAL SHEATHING i Imo\` �\\ 12d NAILS @ 3" O.C. c w` �g YI i� r od TOP PLATE TRANSITION BBBB `° ��I g ���E#� = PIPE OR DUCT w/ UBUE 12d PENETRATION THRU TOP SPLICE _Bm eti VARIES W I+ +I N TOP PLATE W/ MORE $gfr ROOF SLOPE Pill THAN 50% OF TOP ROWS 12d'$ eF M a o0)2X TOP PLATE TO @ 3" O.C. '�3 ng W W 6 o PLATE WIDTH INSTALL •" fi 2 L= `O WOOD WALL OR GABLE END W/ 16d SIMPSON PSPN516Z " �. rR W C, TRUSS. SEE PLAN 2X4 CONT. w/ (3) 12d NAILS @ 6" O.C. o_ w/ (12) 16d NAILS TYP. 4,j 2 ^ ` 0d m COMMON NAILS EACH + +I--- —+—+ TOP&BOTT. 7N OTTOM SPLICE ��3 m ON 6 rn o STUD TYP. T&B +I + NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS g e9 Z os�.r TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD .z o ai @ 24" O.C. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2X4 STUDS (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO m" r a WWry,FDSETG.COM ❑ ❑ ❑ W/ SINGLE BASE & TOP TOP PLATE W 8d 2 1 2" x 0.131 NAILS SHEATHINGPLATE W/ LYWOOD * NOT REQ'D. WHEN QT SYSTEM IS APPLIED z O o TRUSS OR ROOF SYSTEM COVERING NOTE: /W Z N PLATE LENGTHS MUST BE AT / • ¢ " a LEAST 8'-0" LONG. TYPICAL LD02 SHEAR TRANSFER EXTERIOR WALL N.T.s. GE15 FALSE BEAM AT GABLE END N.r.s. WF17 TOP PLATE SPLICE DETAIL \/ / Z N m 2x8 SYP #2 o m n M TOP & BOTTOM 0 lop,ATTACHED W/ O (1) ROW 16d 2x6 SYP. #2 �(n " •1 d m W NAILS @ 16 O.C. RIPPED U N E To n w 1" 1Me• '"" 1�i: BOX HEADER DETAIL ®c en o �p * CRIPPLES MAY/MAY NOT BE PRESENT. ¢ N a Q IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION ® DAMS HCMrLS (1) JACK USED AT EA. SIDE Q EACH SIDE OF 2X BLK'G. TO O.S.B. OPENING G.C. TO W W/ 2 8d INSTALL (3) TITEN HD. EA. END (2) 2 x 4 LAMINATIONS W/(I) ROW OF STAGGERED 10d (3) 2 x 4 LAMINA7IONS W/ (2) ROWS OF STAGGERED led (3) 2 .16 LAMINATIONS W/ (2) ROWS OF STAGGERED led 5/8" x 8" EQUALY SPACED COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACET PER SIDE INTO CMU AT JACK TO HEADER, NO BASE ED GE VIEW (D.0-162",L-3-112") OR EQUAL (D=0.162",L=31/2')OR EQUAL HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK FLORIDA CONTRACTORS LICENSE NO. CRC1330146 HEADER SIZE NO. &SIZE OF REVIEWED FOR 3000 GULFBREEZE PARKWAY &GRADE RAES EACfHEND CODE COMPLIANC GULFBREEZE, FLORIDA32563 SEE PLAN FOR (2) LSTA 30 ST. LU V f E COON BEAM SIZE / DIVISION LOCATION: NOTrq. CONNECTOR REQUIRED SOVG PORT ST. LUCIE 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SI DES OF TH E COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) (3) 16d F EE PLAN Job Information: 2) ALL NAILS PENETRATE AT LEAST 3/4' OF 4) REFER TO NDS SECTION 15.3 FOR SP4 AT 2X CRIPPLES @ 16" O.C. SEE SCHEDULE THE THICKNESS OFTHE LAST LAMINATION. ADDITIONAL INFO. COMMON OR WLL W/ SIMPSON SP2 TYP. 24" O.C. NAILS(TYP) GT. TOP AND BOTTOM 2-ROWS 12d NAILS WF37 TYPICAL COLUMNS DETAILS N.T& STAGGERED@ FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) r' F.F. OVERHANG CMU - FOR OVERHANGS BETWEEN 5/8" TO 1 1/2- © % ` j �I0 • i .. ! , 1 './ O.C.• • • ' ,III EACH END TYP. !2x4 SPF CONTINUOUS• ! • TO • :• NAILS. SEE DETAIL ABOVE ELEVATIONSEE FOR R • SQUARE TRA BOX HEADER�� EACH • HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL I 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) 2 1 2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 * WHEN STUD LENGTH 12" 0/C EACH FACE OR 3-ROWS N IS LESS THAN 12" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x 10 STUD WRAPPED OVER OR GREATER HEADER - O TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN STRAP lOd NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATEui HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE Y .FILE COP ■ ? L a. r p a LO N M m `"'I 3cc I— U M .' O J Lu LL J M (1) (n LO VI Model Name / Number: 2 x 4 STUDS TYP. SIMPSON HTT4 W/ (18) 1512 CMU 16d NAIS &A 5/8" EXPANSION ANCHOR V Plan ISSUe Date: OIoF )JNG W/ 6" EMBEDMENT U.N.O. ;6 OR81/2"AT GARAGE STEP DOWN - Friday, January 15,2021 V KA PROJECT NUMBER: is *HOLD DOWN CONNECTIONS HOT REQUIRED @ BEARING P.T. BOT. PLATE 21-0161 NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. WALLS WITHOUT UPLIFT WINDOW OR DOOR OPN'G sneer: S A or: MS18 RETROFIT WALL OVERHANG DETAIL N.T.s. WF39 TRANSOM DETAIL AT ENTRY 1/z"=I-O" WF09 WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS TO BE LESS THAN OR EQUAL TO 450 MINIMUM 2"x4" CROSS BRACING (SEE PLAN FOR LOCATION) (3) 12d PER JOINT BOTTOM CHORD BRACING 2"X4" MIN. 'B01 TYPICAL CROSS BRACING DETAIL N.T.S. PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD A TRUSS A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D ACK TO PREVENT SHEATHING CK SPAN FROM EXCEEDING HIP MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) ROOF (2)12D NAILS SHEATHING AT 12" O.C. MAX SEE PLAN 2X4 BLOCKING BETWEEN TRUSSES TB03 I HIP / RIDGE BLOCKING DETAIL ALTERNATE TO BLOCKING TRUCTURAL SHEATHING RIPPED 2X4 SYP #2 NAIL TO TOP CHORD OF HIPPED TRUSS W/ 12d NAILS @ 6" O.C. 7 HIP TRUSS N.T.S. *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING X-BRACING - 2x4 SPF OR SYP W/ (3) 12d @ EACH TRUSS WEB TB02 1 TYPICAL CROSS BRACING DETAIL N.T.s. PRE-ENGINEERED ERLAP TRUSS BRAC WOOD TRUSSES � ATVLEAST ONE TRUSS MINIMUM (3) 12d PER JOINT L MINIMUM 2"x4" SPF OR * SPACED AT 10'-0" MAX SYP TRUSS BRACING 'B04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSSPLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IGREATER BEFORE THE ROOF SHEATHING IS APPLIED AND BRACING ERECTED. 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 TO 6 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREATHEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2, ALL BRACING (DB,CB,BS) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BYTRUSS MANUF- SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 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. PROVIDE TRUSS BLOCKING AT ALLTRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS _ 3 TO 4 TRUSS D2x4 AS SHOWN —IV I ALTERNATE VERTICAL SCAB 2X6 *2 SPF 48" O.C. SEE / (2}1 NAILS W/ (4) 12d TOP & BOTTOM OR H5 SECTION TRUSS TO EA TRUSS OR HCLR/LL IN PLACE OF (4) 10D B-B REWIRED @ RAFTERS GREATER THAN 8'-0" SEE PLAN OUBLE TOP DOUBLE PRE-ENG. TRUSS LATESECTION 72p8EE B-B TOP PLATE x STUD WALL PLAN CONV. FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 92 (4)12d WHEN R LANDS SPF 48" O.C. W/ (4) 12d NEXT TO PRE-ENG. TRUSS 2YS BL CHG. NAILED @ EACH TOP & BOTTOM OR H5 OR SIDE W/ (3) 12d NAILS WHEN HCLR/LL IN PLACE Of (4) 12d REQUIRED w/ (2) MTS12'8 ®RAFTERS GREATER B THANIBO �( COLLAR TIE EVERY 3rd SHEATHIN RAFTER 2X4 BLOCKING BETWEEN CB BEVEL CUTS (OPTIONAL) TRUSSES W/ 12) ]2d NAILS @ EACH ENO, CONT. EACH BAY B TB 2X4 SPF W/ (2) 07X31/2" DR WOOD TRUSS ALTERNATING OR S@48WD.C. BLOCKING PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. SEE PLAN FOR CONNECTION ^� B 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2)-12d NAILS @ EACH END WALL BELOW (SEE PLANS FOR TYPE) TYP. WOOD TRUSS BLOCKING @ RAISED HEEL DETAIL DIAGONAL WOOD � 2X8 42 SYP RIDGE BEAM AT 8'-0" TRUSS MAX - 2X6 RAFTERS @ 2'-0"O.C. MAX. w/ IS) 12d COMMON TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN CONC. MASONRY 4 Fr @ Z 0' O.C. MAX W / (3) 1DD COMMON TOE NAILS TO RIDGE EAM 2X4 CONT. AT STEEL OR WOOD T & B CHORD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 'B06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. 2X4 #2 SYP BLK'G @ 16" O.C. W/ (2) 16D NAILS EA. END. SEE IRSH) SCHEDULE FOR SHEATHING ATTACHMENTS. (MIN. FIRST 4 BAYS) 7 I I 8d NAILS @ 4" O.0 2x4 S' THEN Levi n��'- vvn R SHORTER) R) FASTEN (1) SIM08ON HGA10 4'-1" OR SHORTER) CONT 2x4 SYP OR SPF SPANNING (4) BRACE CONNECTOR FROM TRUSS BAYS (8'-W) NAILED DIAGONAL BRACE TO W/ 312d TO CHORD (MIN BLOCK/ T 1ST 4 BAYS) (�2xPLATE 2x4 SYP OR SPF BLOCKING 4 BAY BETWEEN TRUSSES @ 48" O.C. MAX. FASTEN TO EA. TRUSS w/ 3.12d NAILS EA. END NAIL TOP OF "T" TO GABLE TRUSS w/ 2.12d AND 1 SIMPSON HIS W/ 10-10dx11/2" NAILS FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"xl 1/2" SDS WOOD SCREWS GABLE END TO TOP PLATE / BEAM FRAMED WALL OR BEAM BELOW, SEE PLAN. @ WOOD FRAMED WALL MAX 9" UNSUPPORTED IF > 9" 2X4 #2 SYP BlUWG @ 16" D.C. -IF> 9" CONT. 2X4 #2 SYP W/ (2) 10D X 0.131 @ 8" O.C. EA. SIDE WALL AND ROOF SEE FOR HINSTPECIFICATIONS3 9x4 SYP L BRACE FOR GABLES 3'-0" TO 5'-11" TALL. 9x6 SYP L BRACE FOR GABLES 6'-0" AND TALLER. ATTACH L BRACE w 12d NAILS @ 4" 0. . GABLETRUSS SILL PLATE w/ 10d @ 3" O.C. NAIL GABLE TRUSS TO TOP PLATE w/ 16d NAILS @ 4" O.C. 1/2"X8"ANCHOR BOLT AT 48" O.C. MIN. KNOCK OUT COURSE �-MASONRY WALL ROOF SHEATHING, SEE T813 FOR ATTACHMENT OVER JACK TRUSSES, SEE PLAN. NAIL TOP OF "T" I L- 2x4 BLOCKING w/ 2-12d TOENAILS TO GABLE TRUSS w. 2-12d AND 1-SIMPSON H8 w/ 10d x 1 1/2" NAILS @ DUTCH GABLE GE01 I GABLE END BRACING N.T.S. SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS- SIMPSON A34 OR (USP MP4) @ 2'-0" ON CENTER 1/2" SPACE SEE PLAN FOR MORE - INFORMATION 2x4 S.Y.P. - @ 16" O.C. 2X4 SPF BLOCKING BETWEEN TRUSSES @ 48" O.C. MAX. 2x4 SPF BRACE @ 48" O.C. - NAIL w/(4) 12d AT EACH END & ALTERNATE DIRECTION TRUSSES SEE PLAN \ 2X4 SPF BLOCKING \ A / BETWEEN TRUSSES Y V @ 24" O.C. MAX.w/ \ / \ (3)12d EA. END (TYP.) TB15 I EXTERIOR NON -BEARING WALL DETAIL N.T.S. REVIEWED IFO', CODE COMPLIAR, CoUr •' ,y �41111TITr fill,, �a nLp TORR s °f V f° (V �+ J • No it . CC CR t 'F ;LIJ P O' CH f xu yJ ' Ac+%o m 'g Il y. E S W LO m� N m Li LL 68��,m^- �r— a'�� m Q f a V � 3 �`Cf � gF- s°�� ,I plw°2m. M o J w m 5�n III N m G k g'i90 ❑ ❑ ❑ IE �+ WYNJ.FUBENG.COM Z n o g J1j Z 0 ,p QN Q � Q a rn N -LO `�I Z ' N m 13 0 m u _a _ O wr. C ra J m N N E / = D m c N O0 M Q tWA DAMS HOMES wommew ''.. FLORIDA CONTRACTORS LICENSE NO-CRCIS30146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE V1 Job Information: O a zC N � O � L0 W N O M r Z I- e0m cm b _I Lu Z) M o JmCnCn L"" VI Model Name / Number: 1512 V1 Plan Issue Date: Friday, January 15, 2023. ♦ KA PROJECT NUMBER: 21-0161 Sheet: 4 Of. ROOF FRAMING AND BRACING DETAILS 6" LI THERMA-TRU INSTALLATION \\\\X KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling Increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS, 6" f SPA( EVEP 6" 6 SINGLE DOOR SINGLE DOOR W SIDELITE 6„ 3„ b.. 3„ 3„ 3d - 3n 3n 111 - e - IH=1 f t I "I 31 3" 3" 13n DOUBLE DOOR W/ SIDELITES 2A /E m i" 6" ;PACE :VEN LY 2" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. TOP OF SLAB CY) DIP Ill,IIN,II° f Ill- Ir d °I 16" MIN. DIAMETER CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. rIr SPACE EVENLY m I • a- 8" S- B- S' SEA ANT NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8' MIN HEADS. 6 PER SHINGLE. A-0{W' • �� PnOtOad` / 7" a to use In 5th torn SHINGLE INSTALLATION GUIDE Guise wad oa 3td GPu .,-"uiaw 29" ROOF CRICKET: -- MIN: 3:12 SLOPE ASPHALT fiASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY I TEXTURED, PAINTED BEHIND FLASHING EXTER. WALL FINISH AND EXTENDING A LOCATIONS) MINIMUM OF 6" ADOVC a" X 6- H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CON. AT KNEEWALL T ENTRY Pf PLASTER STO SEALANT ROOF SH It rs 6" X 8" H GALV. FLASHING CONT.-� , FLASHING DETAILS 6' HOR Z. NOTE THIS DETAIL IS REQUIRED FIAswNc AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP 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 Wow. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS \ 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU N THE 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 MIANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S ZX WOOD FF ANTE BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN &SHEATHII46 EXTERIOR — { CAULK it BY OTHERS O.A. WINDOW HEIGHT EXTEiklgp t ll i •ra II Mill A e M TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S CEMENT INSTPLLEO DRIP EDGE F 4 SE IN,IMUM OF 12 r ON D[T[RMINED IN 1012.1.315Ito MPH HE MEND ROOF HEIGHT A DRIP _DGES SHALL 6E IA Wins OF 4 INCHES t44Amum Fastenes spadnp (lamts, Head and 5111 --\ Satr#wat" Moupnp Fin` " Bdeft Fixed Mee 4Wld3N of Wall Framinpl #2 Spruo Vialne/Fir of new" Sllicdne ....—... Sam Minimum Pataratlan GMtnoBoas( cross section view EAKIm Sheathing darn variation In CoI and bWldhrg types Ityaterf up to the end tAf@rto determine loss Prom inatWadon Offf a Raps 6e`o,e InscaL'iny your window, Val bubble wrap may be Daiwa Gu* fnr usperem, but please re stick tine wrap to Protect I" NI Boat screte"es and other damage UMII mnsouctuil a omplette. Sell Measure 0 be a" IN opening is 3(S-to1/2"pager than III window sin both vatWN and hdrknntapy. • You may Wish to pre -drip the Installation holes in the on at this tone. Me alsed halerm &)a Mounting An as #w are not step A" a generous base of sllkone to the bastaIde or the Mgatng On, Use enough spanner to suftently ill all void; between the fin and the wall slhealhin . Seep 3 Insart the window into the opening from She aside. The window Is labeled "insde" and "outlde", but If these people have been ranos'ed, the glaarg bead amid always be to the inside of the build . Step 4 Instal shims urdw the sip, sdltsung ten until the test S plumb In the opening. Shims should be Installed under the sill every 2 fee. The window should be basically bettered at the opering with oho more than 4" gap between the window and wall fainning. Sale S Instal a#10x I-1/Y stem 4"hash the boater of the fin at each and of the based sill and both fawn. Ste6 [recap the remelting fasten¢rsin8"incremene from Me miner screws to Me renter ofeah hate member. Use careroot to diptan the soness and pull them through the fin. Also, make sae the screws 90 in staight and do not cause the fierce to bar. Wallfreitapg should be a minimum of#2.Sptia/Pi ill1r. Fasteners should be #10 passel of Sufficient length to achieve I-W' penetration into the wall and rho less tun 1R' from edge of franin Pasteur ouaoidss needed In each skis of hameto adneve 5" soaeno Step 6 If desired, a roam Insulation ran be applied to the interior gap between the window and wall fronting. P applied, diamustbe U1e NON EXPANDING FYPEFOAN, Sep 9 Sinn these windows are typically, used in rooms with high mdsoxe, Is; W Woods, it Is recoome lded that the mtvbr gap between the window and will framing also be sealed with skpsone and allied Be as no to Interfere with to 11150FIM01 of wallboard, We a him. Sep 10 One ail construction is complete, reoox the bubble wrap fion the inside and outside of the window. If necessary, dean the blocks with a IT& decadent and wad water usim a soft dab. 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 DADE Roofing: 1st Choice COUNTY APP. IKO Industrues, Ltd Cambrdge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8' MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: Florida MtFLAMCO I FA Products, Inc. "Off -ridge vent" 1" ROOFING UNDERLAYMENT: 1st Choice IT KO BUILDING TAMKO No. 30 P O U S L 0ASPHAL.T-SATU 2nd Choice Overhead Garage Doors: 1st Choice +30,0/-30.0 CLOPAY 53W5 16x7 2nd Choice +30.0/-32.0 CLOPAY 5 %e 7 a x 7 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRUCORP. GLAZED FIBERGLASS DOOR INSWING 2nd Choice +67.0/-67.0 �FIRFRRI THERMA TRUCOR�P. A9C p1nnP FLUSH 01II TSWING I RING ATTACHED IN ACCORDANCE WITH R905.1.1 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. V g m a o to `fir 00 In 00 gr�- BE Q Mee ink a 4k 'E" g 2 Ci Ci rj�.� O"hN$j0 " sw b la—ti roF w a a' 0 0 J pp� A novel #.r�FD3NG.DOM ❑ D ❑ FL7006.1 R-10 1J z dO1 d W z m a to NUJ — to z 1- Ul 0 M NAIL, I FL21580.1 R-1 Q N le O m O— ;2ua> (\D/ w 2 FL12328-R8 c m to cm iLn I- moo 57 = el V ro 0A 4 a ° °A 44 M -' FL16546.1 FL15279.36 ® DAM HO &S I FL20461.1 FL20461.19 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 FL2046i.2 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: 1st Choice 1 +0/-146.3 The Tapco Group 1 7" Staggered fyAILS 1/" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS FL20403.17 PORT ST. LUCI E Shakes AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N'A' 2nd Cho'celN.A. SHALL BE BEYOND WALL DRESSING Job Information: Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Single Hung lfn) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 146" EMBED. TO ALL FACTORY DESIGNATIONS W17H ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS FL 17676.1 R9 MI WINDOWS 3540 SERIES +40/-50 Single Hung (flange) OF SUFFICNSTAIEN TIOT LT THROUGH TO VIDE BUCK USE #8 WOOD SO EW OFBUCK. FL 17676.8 R9 3540 SERIES +50.0/-50.0 MI WINDOWS Picture winOOW SUFFIENT LENGTH TO ACHIEVE 11h- INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WODD SUBST RATE. O 1— a C Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE 18504.1 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 114 - FL Horizontal FL 15804 2 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM }O N MU Ito EDGE DISTANCE Fixed Glass: +50.0/-50.0 US BLOCK 825 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS 2nd Choice WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 3rd Choice 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: +55.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" O.C. IN 1st Choice SOLID SOFFIT VINYL DIRECTION OF SOFFIT LFNGTH Hurricane Panels- " Ga. 46 PSF EXT/ HURRICANE STORM Ga24lvanized DIRECT MOUNT. TOP 1/4-20 MALE PANELMATE W/ 1st Choice 46 PSF INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 12M" O.C. BOTTOM 1/4"-20 SIDEWALK Panels BOLT W/ POWERS CALKAN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 wNC114 Z few - N Du M to m a- V m O _3 W :D n J 00fn (n FL18644.3 R-3 VI Model Name / Number: PL16503.4 R-3 1512 VI Plan Issue Date: F1-16293.1 Friday, January 15, 2021 VI KA PROJECT NUMBER: 21-0161 Sheet: S-5 Of: MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER & WEATHER RESISTIVE ti ) SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS R703.1 General. Exterior walls shall provide the building with a weather -resistant ezteHor coal envelope. The exterior wall DOOR ROUGH OPENING TO BE USED, envelope shall Include flashing as described in Section R703.4. _ `WEATHER WINDOW UNIT RESISITIVE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed In a manner that prevents the . i!. I �" BARRIER WOOD FRAME CONSTR. SLOPE C accumulation of water within the wall assembly by providinga water-resistant barrier behind the exterior cladding as TAPE s EXTERIOR SELF -ADHERED FLASHING ADHESIVE BEAD OF APPLIED `J E L F-ADHERED FLASHING SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 In : 12.0 In required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 Cm : 30.5 cm) R703.2 Water -resistive barrier. One Myer of No. 15 asphalt felt, Gee ham holes and breaks, complying with ASTM D226 WALL 6Y6IN. UP JAMBE". USE THERLIQUID NAIL BRAND PRODUCTS DETAILS ywsFnrienwi""ow; OR EQUAL WEATHER PROOF CAULKING SELF ADHERED FLASHING for Type 1 falt or other approved water -resistive barrier shall he applied over studs or sheathing of all exterior webs No. 15 asphalt felt shall be applied horizontally, with the upper layer lopped over the lower layer not leas than 2 inches. Where \WEATHER SELF -ADHERED FLASHING EXTERIOR joints occur, felt shall be lapped not less than 6lnches. Other approved materials shall be installed In accordance with the WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water-reslstive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved waterxeslstive RESISITWE CEMT. FIN. barrier metals[ shalt be continuous to the top of walls and terminated at penetration and building appendages In a BARRIER SEAL TOPS OF JOISTS PER FBC-R (CURRENT EDITION) 703.7.3 manner to meet the requirements of the exterior wall envelope as described In Section R7031. UNDER DECKING SUBFLOOR (SEE DETAIL WP07) R703.7.3 Water -resistive barriers Water -resistive barriers shall be Installed as required In Section R703.2 and, where SELF -ADHERED FLASHING applied over wood -based sheathing, shall include awater-reaisMve vaporpermeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shell be Installed independently such that each layer HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain 1. Cut, told up & temporarily secure weather RIM JOIST to the water resistive barrier Is directed between the layers. resistive barrier above headerto allowfor flashing installation Refer to the number marked as in each detail that corresponds to the 2. Self -adhered flashing plus head flashing under weather BUILDING numbered Items In the list of Instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or resistive barrier PAPER 1. Install Self -adhered flashing In Order as shown by numbers greater than that of 60-minute Grade D paper and Is separated from the stucco by an intervening, substantially nonwater -� �/7� absorbing layer or designed drainage space. 3. Fold weather resistive barrier back over head flashing and 1 1:( O 2. Install flashing and weather resistive barrier to form water shedding laps seal with tape 2 2 2 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, R703n Flashing.lbeApproved metal flashing vinyl flashing, with the membranes and mechanically, attached flexible flashing shall be applied shinglefashian or In accordance with the manufacturer's Instructions. Motel flashing shall be Scale: NrTSRWP' SELF -ADHERED FLASHING embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant. Fluid -applied membranes used a flashing shall be applied In accordance with the manufacturer's SELF -ADHERED FLASHING SELF -ADHERED FLASHING scoring cuts instructions. AN flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of FLANGED WINDOW 1EXTERIOR DOOR WITH DECK - SECTION A WP02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 water to the building structural Gaming components. Selfadhered membranes used as flashing shall comply with FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIE5. Remove all release paper per standard installation instructions and AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building well with a sealant complying RUBBERIZED ASPHALT Min morn ill adhere to substrate using a square piece of flashing material (6" x 6" with 8A 122, or other0 or approvedved st0920 andard as ppr ass 2S Grade ppropriate ffoor oater for r the type of ealant. F uer joint edappiled membranension and susedfl shing In - Nt,Q�\-Olill r EXTERIOR SHEATHING RUBBERIZED ADHESIVE ) exterior walls shag comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved �� Q P:• • R, EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT 6. Fold as shown by arrows flashings shall be Installed at the Mowing locations: ,�� 5 ,•• G E N •, Cn ;� -� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 7. Angle of comer may vary, adjust folding Of the flashing accordingly t0 fit THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING g Y y' g 9 9 y t UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to corner t No 6 REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) 1.Exterlor window snd door openings. Flashing at exterior window and door openings shall extend to the surface of the f 8. Mechanically fasten as necessary exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically N t LETTER ON CHEMICAL SCORED S COMPATIBILITY , RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed OF N In accordance with one or more of the following: .Sj •. SELF -ADHERED FLASHING, ` '• ' (BEFORE FOLDING, SCORE O •, A% QP' ^`' SELF -ADHERED nELEnse PAPER To exrosE 1.1 The fenestration manufacturer's Installation and flashinginstructions or fore applications trot addressed in the T 1< O R;,.' FLASHING VERTICALLY AMI FROM 6" AORESIVE As seowN) ' DP °e ••..,• VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. a. Where flashing ✓ ��,5 BHOTTOMO F Instructions or details are not provided, pan flashing shall be installed attire sill of exterior window and door openings. rr I7rrt r I t t lttp J Pan flashing shall be sealed or sloped in such a manner a to direct water to the surface of the exterior wall finish or to MECHANICALLY FASTEN AS m s s the water resistive barrier for subsequent drainage. Openings using pan flashing shall Incorporate flashing or protection �J NECESSARY 1N CORNERS THROUGH at the head and sides. SECTION -A SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. (SEE DETAIL WP02) •° 1.3 In accordance with other approved methods. LL SELF -ADHERED �-^� 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 260, FMA/AAMA/ FLASHING V 2 WDMA 300 or FMA/AAMA/WDMA 400. SELF -ADHERED FLASHING CJ 2. At the Intersection of chimneys or other masonry Construction with Items or stucco walls, with projecting lips on both sides under stucco copings. NAILING FLANGE OO 4 3. Under and at the ends of masonry, wood or metal copings and sills.( 2 SEAL TOPS OF JOISTS 1 6 i „ DO NOT FLASH OVER UNDER DECKING 4. Continuously above all projecting wood trim. milk N m 0 BOTTOM NAILING 8 (SEE DETAIL WP07) 2 % g FLANGE S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 8 �,h ® N Lo r- g'€fi Q ` 8 * ax rt B. At wall and roof intersection. I S o N SELF -ADHERED FLASHING A SELF -ADHERED FLASHING SELF -ADHERED FLASHING a 5.9 m O$° HALF ROUND WINDOW WP04 EXTERIOR DOOR WITH DECK TWP05 INSIDE CORNER WP06 7.Atbuilt-in gutters. a IS n€moo "s 3 d W DECK PROTECTOR FLASHING ?,, Fg ro ;" m o g"ar SHEATHING ... $ r'3 rn Xi 7/8"Cement Plaster "Cement Plaster s p s g ® o v G = - in accordance within 7/8 ° ASTMC926C8 with gar IN Jto ASTMC926" a- --- SELF -ADHERED :,`- -'. § a' WWW.FDSMG.00M ❑ ❑ ❑ -" FLASHING PATCH'. Felt backed metal Felt backed metal lathe in accordance LO nitre in accordance t9 r SELF -ADHERED FLASHING with ASTMC1063 With ASTMC1063 Z DECK PROTECTOR' Z g Building Paper < Building Paper 7/16" �O.S.B. 7116" O.S.B. a VuBLE sheathing sheathing SINGLE JOIST ' Metal Keep top edge �tn 0M JOIST SELF -ADHERED FLASHING Flashing Of Weep Screed to p o. SELF -ADHERED FLASHING t 2" beP of o w 2 31/2" block U Unperforated O 3" MIN Flange 7/8" _' Vulcum �� 4 Weep Screed joint Ny caukm Yrt3 U m E Maintain - m Metal Flashing F s ° P Bottom of - �M1 3-1/2" Unperforated SELF -ADHERED FLASHING SELF -ADHERED FLASHING ^x APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN W PO Weep Screed Flange 7/8" Weep Screed c m v 0 0 \HO.8362x;DECK JOIST rw P07 OUTSIDE CORNER W P 0 V ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE P 1 1/2" to 2" INSTALLATION OF THE BUCK/RECEPTOR. Above Roof 112" Cemenfltlous ¢ � 0 441111111 Sheathing Decorative Finish ® DAMS HOMS5i o • • o, All inside and outside corner wilI FLORIDA CONTRACTORS LICENSE NO.CRC1330146 EXTERIOR WINDOW UNIT ° need to be miter 3000 CEMT. FIN. GULFBREEZE, FLORIDA 3 563 Cement Plaster EEZIE PARKWAY cut and caulked all r butt joints need to BUILDING PAPER in accordance 9• 4 ' becaulked using DIVISION LOCATION: SLOPE SLOPE with ASTMC926 Vulcum caulk for all SLOPE 0.3 in : 12.0 in _ 0.3 in: 12.0 in over wood 2nd PORT ST. LU CI E 0.3 in: 12.0 in (0.6 cm : 30.5 cm) (0.6 cm: 30.5 cm) floor V Job Information: (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING F - EXTERIOR BUILDING CEMT. FIN. WIRE LATH PAPER O 1/2" Cement Plaster FinishIV V ° SELF -ADHERED FLASHING i Z o LO Block W 4) M WIRE LATH - 2 1/2" Perforated Flange 1/2" Weep 0) m c BUILDING PAPER BUILDING PAPER Cement o, Screed 7 Ne m Plaster L over block ' 0 -3 UJ LO EXTERIOR 1stfloor J m U) U) . WINDOW UNIT CEMT. FIN. Install bottom Model Name / Number: Slab edge of weep screed 1" below 1512 finish floor Plan Issue Date: OPTIONAL DETAIL Friday, January 15, 2021 2 VKA PROJECT NUMBER: 28 O Note: v The building paper and metal lath 21-0161 must be installed over the top of WEEP SCREED DETAIL Sheet: �� Of: SELF -ADHERED FLASHING SELF-DHERED FLASHING W P 10 CEMT. F FINISH WINDOW SILL WP 11 CEMTFFINOHERED ISH PARAPET HING WALL [ILV P 1 2 the Weep Screed. SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD WATER PROOF DETAILS it 42X4 A/C SLAB BY B DR MIN 2' FROM: WALLPAD 5" bath d ct to roof cop w/ standcrd; 70 cfm both fan —light 5" bath duct, to -roof cap w/ standard 70-�� cfm bath an 14x8 1 wcd 180 18x18 rag 6" 1418x18 rig 18x18 fbrag NW7 NO N W10in, ROOM L W INN,lNN, a -------------- -- 135 12x6 1wcd lwcd Ilu 6 '� 1 Ox6 1 wcd 70 1 0x1 0 rag 7�N o ro cop w/dr r vent box 4' 20 E3x 40 0 Cl 84 1wcd 2 CAR Ll AR IL, L----------------- — g 12x12 .3g 7" 12x12 rag ---------- 2.5 TON W/51�`W @240V- 1 PH 11�x`12 aELBLK".2 18x10 plen scale 12x6 lwcd platform by 130 bldr AIZ-2 V NOTE TO BUILDER:MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE RCC Transfer ducts/grills sized in compliance with Florida Residential Building Code—M11302.4 balanced return air. EXCEPTIONS 1-3 MS 5" both duct to roof cap w/'Standard 70 cfm bath fan K- 0 K-- < I �) rn Z 0 LLJ LU F— LLJ REVIEWED R Z CODE COMP CE 0 ST. LUCIE C Ty 1130f"4 0 W U) UQ < 0 r-*) _j (\j M Lo C) U) LU Z Le 0 U O ef rt-, __j M EL I CIO 0 0 Rating Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value.