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I i ma¢. .ma. n.._..vacxeramrsve�e +�wswnmw""® ,. TERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN ° CRITERIA INDEX DRAWING )11 R318.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLEF TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMENT, 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM THE 6", OR POLYPROPYLENE FIBERS FOR SLABS 0 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SR(1LL OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FO STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5 AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. NDS OF ALL TOP BARS OF BEAMS. CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. OR 1 1/2" TO FORM U.N,O. 1O64A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN GRADE TO BE MIN .75 LES OF FIBER PER CUBIC YARD. BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70 3 FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP FLORIDA BUILDING CODE 77H EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL BUI FLORIDAFLOR 70-1UI NATIONAL ELECTRICAL CODES (NEC 217) - NFPA BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 31&14) SPECIFICATIONS. FOR STRUCTURAL CONCRETE - (ACI 301.16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. REINFORCING SHALL BE POSITIVELY SUPPORTED BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING EPDXY, THEY MUST FIRST CONTACT THE ENGINEER 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RA BE IMPLEMENTED. F303.4.1 CONCRETE STRENGT PLANS THAT INDICATE 2500 P.S.I. SHALL BE REP TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT OF RECORD FOR WRITTEN APPROVAL. ON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE CED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH.. WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL -AAFL20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF.THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL STRENGTH OF 2000 PSI ( fm = 2000 PSI) 2_ MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM 3. COARSE GROUT SHALL CONFORM TO ASTM C476- WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM G90014, WITH A MINIMUM NET COMPRESSIVE C270.14A. 0 WITH AMAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, it GAGE NAILS HAVING A 7/16". HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. R703J.2 PLASTER'. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL THICKNESS IS AS BET IN TABLE R702.1(1). OF 3000 PSI SLUMP 8" TO it". CONTINUOUS MA 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHA 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHA WHICH EVER IS LESS. REINFORCING SHALL BE PU 6. REINFORCING STEEL SHALL BE LAPPED PER DETAI 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND GROUT CELLS BELOW. THE USE OF FELT PAP 8. TEMPORARY BRACING AND SHORING OF WALL TO 9• TYPICAL FILLED CELL REINFORCING SIZE AND SPACING 10. DO NOT APPLY UNIFORM LOADS TO MASONRY 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS ONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. L BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. . BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR LOFT, CED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF R VI A STOP IS PROHIBITED. ROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. S FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 31&14. PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL ROOFTRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR FJOIST*** LL/360 LL/180 LL/360 LL/360 LL/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: *TL MAX 2" UP TO 40Fi SPAN **TL MAX 3/4" ** * TL MAX 1/2" GENERAL ROOF LOADING CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM G926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2. R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATERRESISTIVE VAPOR PERMEABLE BARRIER WITH A PERFORMANCE 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 IN ACCORDANCE WITH SECTION R703.4) INTENDEDTO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED 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 OCCUR FELT SHALL BE LAPPED NOT LESS THAN 6 AN 2 INCHES. WHERE JOINTSNT WER LAYER NOT LESS THAN THE LOWER S. OTHER APPROVED L INCHES. INSTALLED IN ACCORDANCE WITHTHE WATERRESISTIVE BARRIER MATERIALS IN S SHALL S. THEN OTHER APPROVED WATER -RESISTIVE . 1 A HALT FELT OR 0 MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO 5 ASPHALT BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1 WOOD CONSTRUCTION SHINGLE ROOF (PSF) TILE ROOF (PSF) HEAVY ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, END BRACING) SHALL BE EITHER AS SPECIFIED IN SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY 3. ANY WOOD FRAME INTERIOR BEARING WALL STUD SHIELDS. ALL HOLES OVER 1" IN DIA: FOR PLUM 4. MANY OF THE NEW PRESSURE TREATED WOODS U VERIFY THE TYPE OF WOOD TREATMENT AND TO S CBA-A OR CAB REQUIRE HOT -DIPPED GALVANIZED 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CON UT WOODEN TOP PLATES. WITHOUT W 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING PARALLAM COLUMNS 1.8E Po = 2400 PSI 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR ROOF DECK: PLYWOOD CC/CND, EXTERIOR OR Os FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE LAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL FRAMING MEMBERS SHALL BE S.P.F. #2.TOP FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS(INSTALLED THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA- SHALL HAVESTUD PROTECTION LNGLINES, ETC. SHALL BE REPAIRED WITH SIMPSONHSS2 STUD SHOES,TYP., U.N.O. E CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, R STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SEX) IDES NOT. RTH OR CONCRETE TO BE PRESSURE TREATED. ACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS MIN VALUES U.N.O. ICROLAM (LVL)BEAMS: 2.0E Po= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Ftf=2400 PSI MIN. WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. TOP CHORD LL CHORD DL 20 7 rr 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 0 10 0 10 TOTAL(PSF) 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NON -CONCURRENT) ) 20 50 10 ODE BUT ONLY WITH WRITTEN NOTE: L REDUCTIONS ARE ALLOWED PER C L N L APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED I OSB EX WALL SHEATHING: 7/16" STRUCTURAL/ A MINIMUM 1/8" SPACE IS RECOMMENDED BETW RATED OSB EXPOSURE 1 SURE 1 0R 15 32' RA EN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL ED TOP CHORD LL 40 (PSF) COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B - BUILDINGRISKCATEGORY II BUILDING TYPE V' ENCLOSURE CLASSIFICATION ENCLOSED o INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT 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 (-) VALUE DENOTES SUCTION DIAGRAM AREA O O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+} 26.6 (+j 26.5 20 O 28.8 O 34.4 (D s O 50. (+) 24.8 (+) 24.8 O (.) 27.1 (-) 31.1 (D O (+j 23.4 (A 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. ," a = 2. END ZONE IS ONLY W IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. / 0 U GCO S INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO NTRA R 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 Y, F eoeo `yew0`tTp N S CJj Ne :LL '. �r��O•. t L.f1 f,n. le F, r lL m N d H ffi m {v{pp o FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURERS NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFI TOP CHORD DL 10 (PSF) INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING _ SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BorroM cFIDRb LL 0 (PSF) S FLOOR PLAN FOR ACTUAL PRESSURES sl 1t; w IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF) 9 f � y fn BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED W000 TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER "� ' d w 0 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711Lu ALL EXTERIOR FENESTRATION STRUCTURAL PLAN # O � Wit i i 0 9 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 • �'is m & O 800 OR ASTM C920 CLASS 25 GRADE INS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION.----------- . waxr� U sm.Jm L1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID APPUED 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 � >�S $�gg LML Z � � n d a k MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) 1 8 Z 8 P. 5 a c N ii TO THE SURFACE OF THE EXTERIOR WALL FINISH. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) p at APPROVED FLASHING$ SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENE CONFIGURATION OF TRUSSES ONLY, WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) oa ❑ ❑ ❑ THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. a wNw.w4avc.caM • EXTERIOR WINDOW/DOOR OPENINGS. LIBRARIES - ,n • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) (9 • 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESI NED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES, STACK ROOMS 150 (PSF) z M UNDER AND L THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS, • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, - o • WHERE EXTERIOR PORCH ES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS EQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL 0 HAND RAILS (d) 200 (PSF) " z N S AND SEALED BY A FLORIDA REGISTERED STRUCTUL ENGINEER. SUBMIT 3 COPIES FOR RENEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) z d CONSTRUCTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) ¢ • AT WALL AND ROOF INTERSECTION. y ` • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) a STAIRS 40 (PSF) K,p .. ' UPLIFT CONNECTORS Fool NOTES to 0 M d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG r- M 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. v 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 NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL 70 1 SQ. FT. U _ O w MORE INFO. Lo Mc FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: cv 1. MISSED "J". BOLTS FOR WOOD BEARING WALLS M�.1IY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. it Is the Intent of Designer/Engineer listed In the titleblock of these w = No E ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS 1F SHOWN. Profess10nals clear information. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32 LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to '? L) oIIp,, THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to N 6 �h INSTRUCTIONS. ASSURE THAT ALL DUST AND DE RIS 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 eA HOMES @ PRIOR TO APPLYING THE EPDXY. ALLOW THE EPO TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY A responsible for any plan errors, omissions,or misinterpretations # Q Ms ��f'IQ6rkl�ir7 DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: _ undetected and not reported to the Designer / Engineer prior to _ 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE ( } #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR. DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD. (FOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE information found in these documents. Any questions re arding the TO FOOTING). g 4.. MISSED LINTEL STRAPS FOR MASONRY CONSTRU ION MAYBE SUBSTITUTED WITH (1) SIMPSON MTSM].6 TWIST STRAP W/ (4)'+k'x 2+A" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED T0, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFELY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE N0. cRC1330146 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 ACTOR NAILS TO TRUSS FOR N H LESS THAN /4' x 1 (USE (2) MTSM16 FOR UPLIFTS LESS THAN J.720#). IF CORNER STRAP IS Assurance Manager immediately. r/ nginee with will dv considered TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER 3000 GULFBREE2E PARKWAY MISSED CONTRACTOR TO INSTALL (2) SIMPSON H AM10 W/ (4) 1/4" x 1 1/2" SOB SCREWS AND (5)1/4" x 2 1/4" Tn-ENS ONE EACH SIDE OF TRUSS. for reimbursement by the Designer/Engineer without advanced PERIL OR CONDITION, AT ANYTIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer, GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED R NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM FOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY nMEFOR ANY REASON. Payments will be made In accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. n � 0 3 r., � C C�. 2- DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. REVIEWED ���:',:: PORT ST. LUCIE 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MIS ED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. VI 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT p� �w�q rL a pF Jab Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. CODE COMPLIAN.. irm GOWN' MASTER REVISIONS BOCc � DATE DESCRIPTION _ 3 C�y�ZI Z LO DAMS:V2. � a® 1J dO W MEMMMM! Of Northwest Floridan cv 3 J N FILE C6 - p /gy�vpp � o I..1-I v / y) lf) LL Model Name / Number: 3000 GULFBREEPEZC PARKWAY GUI UREEZE, FLORMA 32563 1820 V1 Plan Issue Date: Tuesday, February 9, 2021 RECMED KA PROJECT NUMBER: MODEL 1820 MAR 0 5 2021 21-1766 Sheet: Of: Permitting Department St. Lucie County. COVER SHEET (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" GENERAL FOUNDATION NOTES CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR UNLESS NOTED OTHERWISE STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. 1 1 MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE REINF. OPTIONAL CURB FOR '� _ 'I F.F. VARIES ,PROVIDE ''',LAPPED MIN, G" AND SEALED, GRADE SEE PLAN MASONRY ELEV. 0'-0" I , _ 2 4" 25W PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LOS W/ (1) - #5 BAR CONT." ' OF FIBER PER CUBIC YARD FlBERMESH/FISERMAX ADDED TO THE _ / • `— - iCONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 x. ',•J _ r ') 'r;-'— * " FOR RBERMESH OR NER-414 FOR FlBERMIX, OVER 5 MIL WSQUEEN VAPOR 'BARRIER & TREATED FOR TERMITES. Z .' :• N . 2STORY: 20" X 2.0" 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FrR.TO REINF. tle. W 3 -#5CDNT.BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FT( SEE PLAN"; ' DOWELS 17' EMBEDMENT W/ 25" ERT. ABOVE SLAB. (2) #5(2) REBAR # 5 REBAR4 CONSULT W/ MANUR SPECIFICATIONS PRIOR TO POURING OR BEARING !,RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. FM01 SINGLE STORY FIG 1/2"=1-0" FM-- SECTION @ GARAGE 1/2"=1'-a" 5 U.N.O.OR SLABS SHALL SLOPE I/12"PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. T !PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN,. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. REINF. SEE PLAN F,F - — — - S ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1A.2. "_._ "- ;0 F 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 8, 10 'PROVIDE 4" STEPDOWNTO SIDEWALK FROM ENTRY REBAR CONT. . 11 .ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION 'REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM-1557 ( MODIFIED PROCTOR) IN FM03 I THICKENED EDGE 1/2" = 1'-0" EQUAL DFTS NOTTO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL (") SLOPE MAY VARY 24" MAXIMUM DEPTH I- ,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 OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M.. EACH END, TYP. GAR. FIN. FLR. ALIGN DRIVE W/ BOTTOM OF7R: �: 11• 2 STORY: 20" X 20" RECESS & PITCHDRIVE 4" CONIC. DRIVE W/ 1/2" EXP W (3 - #5 CDNTIt JOINTS 10" O.C. TYP. 18" (2) #5 REBAR FM09 SECTION @ GAR DOOR 1 1/2" =1'-0" 2x BRG. WALL 2 STORY: 20" X 2.v (SEE FLOOR PLAN W/ (3) - #5 CONiFOR MORE INFORMATION) 4" 16" FM11 STEP DOWN BRIG. OPTIONALCURB SLOPED GROUT SEE PLAN '--2-#5 REBAR 8" 4" FM12 I STEP DOWN NON BRIG SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" o W ELEV# BAR BAR WITH CURB (1) (1) #5 CONT.�R 8 ,h (G.C. VERIFY) °0 I I >-• 1 , F.F. REINF. i io > = V.0. 1/2 = 1 SEE PLAN TYP. SEC. >•-° _ # , • (SEE PLAN) ,,- , 2 #5 CONT. INSTALL LINING ,.m •. ,w.• w 2 #5 BENT BARS W/ MATERIALS PER will - MIN. 25" LAP SPLICE SIZE DEPTH REINFORCING CAP. IDa V-0" X CONT. V.0" 2 #5 E.W. BOT. 2000 2'-0" X 2'-0" 1'-0" 3 #5 E.W. BOT. 7200 2'6" X 2•-6" 11.0" 3 #6 E.W. BOT. 1100D 3'-0" X 31-0" 1'-0" 4 #5 E.W. BOT. 15600 3?4' X V6" 1'-0" 4 #5 E.W. SOT. 2iWO 4'-0" X W-0" 1'-0" 5 #5 E.W. BOT. 28000 4•-V X 4'6" 114" 5 #5 E.W. BOT. 34500 61,0" x 51-0" V-4" 6 #5 E.W. SOT. 4, 500 6'-0" X 6'-0" 1'4" 7 #6 E.W. DOT. 61500 LEGEND Q - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING FBC-R 2709.2 in m P ' MUDDED FLR. 16" SLOPED TO DRAIN MIN. FM14 I SECTION @ RECESS SHOWER 1 1/2" = r-o- FM18 TYP. STEP FTG. DETAIL 1 1/2" = 1'-O" ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE SEE PLAN' CONTINUOUS AROUND CORNER #5 CONT REINF BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY ao #5 X 25" X 25" CORNER BAR ONE N E FOR EA. HORIZ. ZN - REBAR, TYP. U,N.O. (2) #5 REBAR A/C CHASE 2 STORY: 20" X 10" 4" PVC SLEEVE W/(3) - #5 CONT. THRU FOOTING FM19 TYP. CORNER BAR DETAIL 1-1/2"=1-0" fM23 TYP" MD PENETRATION STEMWALL SCHEDULE FOOTING DIMENSION .MAXIMUM STEMWALL NUMBER/SIZE OF BARS LAT. F.C. SPACING (O.C.) G 1 STORY G 2 STORY b 1 STORY b 2 STORY HEIGHT (h) IN STEM WALL 0'-0"-2'-0" 8" 10" 16" 20' W/ (2) #5 BARS <674# 6'.8" >2'-0"3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >314" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# >4'-O" - 5'4" 16" 16" 48" 48" W/ (5) 05 BARS CONT. & #5 ® 18" O.C.TRANSV. 1162# SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL N(1TFS- SEE CHART ABV. -MAX F.C. SPACING (O.C.) AA W.W.M. TO BE TIED TO #5 CONT.REBAR i (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF, BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-0' (1) 05 HORIZ. CONT. TIED TO EA. VERTICAL REINF. RN GRADES' MIN. TO TOP OF a ` STRIP FTG. ' e COMPACTED CLEAN FILL IN MAX 12" DFTS STRIP FTC. W/ QTY OF "MIN. COVER 0 REINF. PER SCHEDULE (3 SHOWN) FMASW I STEM WALL SCHEDULE 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" FlBERMESH CANNOT BE USED AND `-VERT. F.C. ABV. FOR 44 TURN BARS ARE REQUIRED ® EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. W-0" INTO SLAB/ STEM EE NOT 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE *15' 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" y .C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" 16* h * TALL (TYPICAL ALL CORNERS) . 6. IF STEMWALL IS WITH IN 5'-0" OF. POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. S.R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS +SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. It WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS. R403.1.4.1 THROUGH R403.1.4.2 S. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL FITS go to TYP. CORNERS 12' SO" 13' 0" 13'10" 3, 8" 4' 0" 3' 10" , 4.. 4' 8" 3, 6" 4. 0" 1' 8" 4 Q ■ ■ ■ ■ ■ ___________________1__________ ___ ____ ■ ■ ■ HOSE ,________ ________________ ----- ,__-__._______ ' BIBB FM03 I FMll 'r FMIA , r 3 3 , r Z i F2.5. I F2.5 ■ f i /'-04 OD ' .a i STEP DN. 4" u 1 i FM11 , 0 ;TUB ,UNIT ; W.C. Q ; ■ 9vO iD rr = '1t LAV rr-v4 . IL ,I /L 11.0* L .2 J _4-- - 2' 8" LAVIr to m , �, i�O is, �_u ■ 118" c (/ W.C. .T. e I TUB STYLE9'MARIES I p I:.VERIFYDRAIM I a 1','FOCATION ;11 I It 1 a F.G.4 i I ' --LSHWR 24' 8" - - - - . 12' 10" 2' 2"■ LO ( _.. D/W I,•�. a i `'. .:'SINK 00 ■ 12 11" PROVIDE CHASE o ; ' FOR HVAC UNIT ' VERIFY LOCATION N 0 3' 0" 7, 0" o FM01 ' (0 WASH " "'� I ; COMP. UNIT ' FM01 -- ---------------------' — J 00 Q ■ ■ , STEPDN.4" FM11 -----------------� _'; W.H! , - EVII. Q� 3 I g 2 ( F2.5 QU � 'c DE C. Q O g , Q� q , u - ' 1 . 130 m Z, is ----------------------' , ■ ■ i cg ■ FM02 STEP DN. 5%" a IF eD w .. c�I C1 ", v 33 �— --- --- ■ ■ ■ In x� N I ( , , FILE E 2' 8" 7' 0" 3' 8" a , m .-I ---- ■' I I ' , ' I , , I 3 ; ' e FM09 I I F2.5 FM09 ; S HOSE 3 BIBB `-- ----------------------------------------------Rillill ULU ■ ■ ■ ■ ■ 111111111111111111111111111111111111111111111111111111111111111111111111111 mu[ll■ EACH F.C. TYP. @ EA. 13' 4" 6' 4" L 2' 0" I, SIDE OF OPENING 16' 0" 2' 0" FOUNDATION PLAN SCALE: 1/4' =1'-O" ALL ELEVATIONS IN 1 ,1I1u�lnrrrr7 ¢�ON SO�f o g786 ; T4D hI iT * O p", $Q IDp P0 C 2 C'li i ffi'w o g6�G� a(3, oil€ ii a IF Sg zWE$ W"5.��1 TE WWI m mI. . J age K EE z BE ,= WWW.taSENG.CON ❑ ❑ ❑ (9 z � - o g Z N 0 Q Y J y a C4 Z m N OI m Ly � � O w •U _ O=71- w i C/1 r IV W L(7E " OraNO'j 00� � " U y� ©Q ¢Ndm I�m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE III Job Information: I..V O Z c U7 W N m '(� o n0 � z J I-�Um CO 07 0JLdZD m o Jm(n(n In Fj Model Name / Number: 1820 Plan Issue Date: Tuesday, February 9, 2021 F KA PROJECT NUMBER: 21-1766 Sheet: Of: FOUNDATION PLAN t^ LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820 x 3 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 1OO WATTS EACH 200 GEN UGHT'G & RECEPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000 -10,000 A= 24,010 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) -tODOO A/C ( AUXILIARY HEAT STRIP. 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000. + 4096 OF "A" = (.40 x 24,010) = 9,604 + 100% OF "B" = (20,D00) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 ASSUMED EDGE OF WALL Q 2x6 WALL IF (FLOOR TO CEILING) 2.$„ USE 2 RED HEADS TO ANCHOR WALL FM24.1ALTERNATIVE PROTECTION BARRIER NT.S. 11/2" VTR TO SANITARY SEWER PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR BIBB ' " INSTALL FAN 1 FA;'.N WPGFIBOX PREWIRE " \ i \\ G\ Ir INSTALL FAN --- - -------------------------- , ----- ----- -'-6� �eOX PREWIRE i I , i UI II � GFI I .N-i , y GFI o II ' � I i I ' � , i - - ---- C=D,pQ_j INSTP ILL FA WI� , FAN BOX REWIRE \ y ! PREWIRE o GFI. - -----------, 220 `\ '�'' ISP - - FORD/W- -MICRO/ \ I HOOD I CEN.IOF WALL ` GPT- z cy Tj 3 ' ----'-- v VERIFY I I LOCATION Ia I I . GR ` IN FIELD Wp I � �J I — DI�SJCO�NN�ETGFI y, ` L _ _ J - - — L—D W �- -'�T GFI I ] I 220dt , PB ' ELECTRICAL @ CM , PANEL 42 AFF\ 220 W.H. _ `s ATTIC ELECTRIC 41 INSTALL FAN—I�L� _ - � , \ IF REQ'D BY CODE , ` $ M t4 BOX PREWIRE LJ -�� L ` , \ w c'-i .I `\\ W Zz \ ZO \ �\ zz I DOOR ¢'a ' I BELL ` - --- WP I GFI @ GFI GFI J,\rFY, o pp & a ' I GFl ' 42" AFF o } � o 13 ' m_p FOR GARAGE FOR GARAGE Z a m p a DOOR OPENER DOOR OPENER z o m „ .-----__________.-_-_-_-_- NOTE: KEEP COACH LITES 01 IT / OF BANDING, QUOINS, AND +----------------- ' ' ' ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. COACLIGHT H GFI 6 \ L 42`;AFF COACHFT ------------ LIGHT COACH LIGHT LIGHT ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1, ELECTRICAL OUTLET HEIGHTS. AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12' AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2* ARE 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 FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF 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). S. 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 2.1. 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 R4501A7.1.14. 1-4. 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 S SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH rJ SMOKE DETECTOR UNIT $3 THREE-WAY SWITCH FLOOD LIGHT FLOOD $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE n-u D'-u In TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET o CEILING FAN 110 VOLT SPLIT SWITCHED OUTLET y GROUND FAULT INTERRUPTuj In f DOOR BELL CHIMES IEE (� WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET OO — DOOR BELL ® SPECIAL SERVICES OUTLET Da P DISPOSAL TV❑ T.V. CABLE OUTLET LO DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING a JUNCTION BOX P WATER PROOF RECESSED LIGHTING O TH�E/RMO®S�T�AT�y BATH FAN O 6V@@'°° fGFTQGRNCE BATH FAN W/ LIGHT (W'Frl !111E I C C31(A11IN TYL.E.D, DISC LIGHT ® PUSH BU VERIFY FlNALAMPS NEEDED WITH ELE CT AL CONTRACTOR — 2D0 = 2I0 COPPER OR 410 ALUMN. IN 2" CONDUIT it P A/C DISCONNECT DERGRSERVICEPOWER C#14 COPPER TO LIGHTS AN OU ETS,- ICAL #12 COPPER TO APPLIANCES AND GFI # 10 COPPER TO WATER HEATER # 6 COPPER TO RANGE INTERSYSTE# 8 TO HVAC BONDING TERMINATIO94 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER 6) APPROVED GROUNDING ROD WI MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. ALDAM+— HOMES S i.� ��11 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE e Job Information: N C � 0 IA m 0 m Qj / N 11 p `✓ d0 e ' ' co D- LLJ ZD m In o IL J M u) V) VI Model Name / Number: 1820 0 Plan Issue Date: Tuesday, February 9, 2021 ® KA PROJECT NUMBER: 21-1766 Sheet: /0 Of: ELECTRICAL PLAN ib TOP OF BLOCK 1- -- —L -- W'DOW HEAD HGT LITE TEXTURED DECORATIVE °O CEMENTITIOUS COATING tD FIN_FLR._ 25 SH - — - — DEL 25 SH Mv 48" OffOff RIDGE® b W FIN. FLR.-I - 12 6 6 BEARING @ ENTRY TOP OF BLOCK FIN. FLR. LEFT ELEVATION "C" SCALE: 1/4" = V-O" `0P OF LITE TEXTURED DECORATIVE COATING CEMENTITIOUSL11 25 SH W'DOW HEAD HGT tD 25 SH FIN. F H (2) 3050 SH 2868 FRENCH DOOR REAR ELEVATION SCALE: 1/4" =1'-0" b Bo so 48' OFF RIDGE VENT BRG. @ ENTRY TOP OF BLOCK 'DOHEAD HGT as W a0 --`k--N__-'F--I— DBL 26 ARCH TOP SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 48' OFF RIDGE VENT 00 fD i0 3D68 DOOR W/ (2) 1068" S.L. AND 16" H ARCH TRAN. ABV. DOOR STYLE MAY VARY REFER TO RPECIFICATIONS VENTILATION CALCULATION Formula = SF / 300 / 2 * I" = net 84 Inches of venting needed eaually for Intake and exhaust Soffit product provides _ 4.12 net sq in/sf: Ridge vent provides 18.00 net sg in / If Off ridge vent provides 138.00 net sq in/sf Overhang distance 1.33 It S.F. of Area to be vented (SF) 2409 s.f. Total needed for exhaust forupper 1/3 578 net sq inches Total needed forintake (soffit area, lower) 578 net sq inches Numberof Off Ridge Vents for upper 1/3. needed 4 L.F. of Ridge Vent needed (can be used in combo with.ORV) 32 Lineal Feet of Soffit needed to meet required 105 Lineal S.F. provided by plan 48" Off RIDGE VENT LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 33/2 SH 25 SH RIGHT ELEVATION "C11 SCALE: 1/4" =1'-0" OF BLC q FIN. FUR. REVIEWED FO CODE CO I--,'.�, ST. LUCK 61 FILE COS =a- FRIEZE TOP OF BLOCK a oaEll o 16' X 7' 32 PANEL OVERHEAD DOOR FRONT ELEVATION "C" SCALE: 1/4" =1'-O" 8' X 7' 1§ PANEL OVERHEV DOOR �otttteh Om�`�� TO FLCCe`• " �i6J7171 F7®+t't` I tDvo $gg Pmfa q8 m d yF.Oyu i w �d b al—NF w a w� w w N Z�s 3 a Y m 13 IL 11111 °z o A LL 1 a: T P op L 2. o � 6 t4 WWW.FDSMS.COM ❑ ❑ ❑ O z o z y d � y lll���JJJ Z rrM M h � w v — m w � r` J ppE L t L 00 8 U��d A jffA6\DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE f Job Information: LO U) N ,.+ y vJ J 0n ED CL _! L j M _jm(n( FF Model Name / Number: 1820 Plan Issue Date: Tuesday, February 9, 2021 KA PROJECT NUMBER: 21.1766 Sheet: 5 Of, ELEVATIONS ■ ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX 20'-0" MAX THICKNESS IS 15/32".) IF 15/32" IS SEESEE. D� USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS G.C. TO PRI BLOCKING' W/ APA REI FOR SPAN I 7/16- OSS SEE"HIP/R BLOCKING" some Sol all NINE mill mill alum NINE 11011111 BOTTOM CHORD GABLE END BRACING @ LOP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 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 I 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 WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) INDAREA (+) VALUE DENOTES PRESSURE HIP ROOF>20 TO45 DEG - (SO FEET) (-) VALUE DENOTES SUCTION a=4fl [4:12)-[12;12) AREA ROOF 1 2e 2n 2r 3 3e 3r HIP 37.02 51.00 -5146 -51.06 10 GABLE -37.00 -37.00 -58.99 1 -58.99 -58.99 -76.03 0 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 IN FIELD'- ZONE 2e, 2n, 2r ASTM F1667 RSRS-D3 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD T ZONE 3, 39, 3D ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING_ O O SHINGLE: m32" EXP. 1 (1m) TILE. '32" EXP. 1 (d°zD) NOTE. 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3B" x 0.113") NAILS r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN la327, SHEATHING SHALL BE FASTENED "'kkk IA k2 le 7� WITH ASTM F1667 RSRS-0310d (2%2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4tt 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF 0 D RAFTER W/ BLOCKING @ 16" O.C, IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4.12]-[12,12] 2) @ 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 AT ALL EDGES.A MINIMUM Is" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN le O MAIL AT BASE 2 ROWS @4"O.C. w/So COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @4" O.C. w/ Bd COMMON NAIL. © NAI L OPENING PERIMETER W/(2)ROWS 04" D.C. W) Sd COMMON NAI L. O NAIL INTERIOR AT 6"O.C. w/Id COMMON NAIL O STAGGER ALL VERTICAL JOINTS &NAIL III 4"O.C. w/ Bd COMMON NAIL, O PLYWOOD SPLICES@HEADER - NAIL SHEATHING TO HEADER w/8d COMMON NAILS @ 4' O.C. (2) ROWS @ TOP & BOTT. © (2)SO NAILS 93"O.C. TO EACH TRUSS END OR VERTICAL MEMBER IF GABLE END. 15Y32' OSS - EXPOSUREI SHEATHING PRO VIDE BLOCKING ill' 11 II AS REOUIRED PER II 11 ECTION X-X IF NOT I __ I"___.ul__-- S_ ULLHEIGHTSHEET = _ © FLOOR SYSTEM NOTE; SO NAILS FOR WALL. SHEATHING MUST BE MIN ,131' X 21/2', DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRTATE SURFACE MORE THAN iy" (2)- 2. TOP PLATE BEYOND 15/32" OSS EXPOSURE T SHEATHING __---n____-_ _TM I II 11 III II I I F II II II II II SOLID 2x BLOCKING F I III II 11 11 1 III 11 II 11 ISALL SHEATHING UWj� ( III ( it 1 II I EDGES x p III (SEE SECTION X-X) h III `' III 11 I'I III 1 I II 0WZ{ w- 111 II D II I III III III OPENING II II II I 1 IL_ IL --- _ ___J III II II O III III III X II II II W�� C III_ It W -IH -JI- A N III NIL_- X-11---II---I E III III1 ill II. II II I III II II II { 2x STUOSBEYOND. w - - II II I III IN I I I II I I 1.1. II I II I II II II II I II II II I SEE PLAN x W IIfI 1111 11 II LIII II II I II II 11 I IIJ 01 II i I 0 �� /III III LI II I I I I II 1111 II I RI II I I II 11 II 1 � Z III III 1 I 1 II I I I I 11 I II I It it II I Ill ql 11 11 _ _I ALLSHEATHING I L 2x RIBBON OR BETWEEN FLOORFLOOR SYSTEM M VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM LL�g� S6F1G{I9° LL + UL L -Nu `2x4 P.T. BASE PLATE BEYOND SEE PLAN LOCATIONS MIN 2 X 4 &2 SPF TURNED VERTICAL W1711W FLITCH PLATE TO WI (2)12d TOENAILS EA END. NAIL FLITCH 3W 'S".=NAIL 3e" PLATE TO VERTICAL W/(4)Rd SPACING NAILS 3/4" 1/T 112, B. (2) ad NAILS @ 3" O.C. STAGGERED S VERTICAL BLOCKING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES I N.T.S. TRUSS ID -POINT- ••,-UPLW- CONNECTOR ID -.DESNSNMTNG" FASTENERS INQT#S C1 C5, C1V C5V; E7, E7V, EVP, H], H7V L/R -307#orless HETA16 / PER MUSS MFG 1810# (9) 10d. 1-1/2 ALI A06,. WIG, G01, G02 L/R -909#or1ess NETA16/HUA16 1810#/I8104 (9)IOdx 1-1/2 (9) 106 x 1-1/21' G03 L/R 2282#orless (2)HETA16/(2)HETA16 2365#/2365# (10) 10d. 1-1/2 (10) 10d x 1.1/2 (9) 10d 1-1/2" AOiAG L/M/R 586#orles HETA16/H10A/HETA16 1810#/1340#/ (19)lOd x 1-1/2" 3830# (9)lod x 14/ (9) 10d I11/2 BO1G, B06G L/M/R 615#orless HEA16/HUA16/H10A 1830#/1830#/ (9)10d x 14/2 ' 1340# (18)10d x 1-1/2 (9)10dx 1-1/2 AO1CG L/M/R -568#orless HUA16 /HETA16 /HETA16 1810#/1830#/ (9)10d x.1-1/2 - 1810# (9) 10d x 1-1/2 (9)10dx1-1/2 AtT M/M/R -715#or les HETA16 MT512 MTS12 / / / 1810# 1000 # 14 lOd x 1-1/2" HETAlb 3000#/1810# (34)10dx 1-1/2 (9) 10d x 1-1/2 10 306 x11/2 'ABM L/M/M/R. -1859#orless (2)HETA16/(2)HTS20/(2)HTS20 2035#/2900#/ , (48)10d xll/2 /(2)HETA16 2900#/2035# (48)10d x 11/2 (10) 10d z.1-1/2 1 (9)10d x 1-1/2 A01B6 L/M/M/R -8]4#orless HETA16/H10A/HETA36/ 1810#/1340#/ (18)10d x1-1/2 HUA16 is 10#/ 1810# (9) SOd x 1-1/2 (9) 10d x 1 D02A CONT. -179 PIE or less NAILED 330 PLF (1)I6d@.4"OC PER GE01/5-4 TRUSS MANUFACTURER PROBL➢LD DATE OF TRYOUT: DATE OF TRUSS CUT SHEETS 1/11/21 L=1EFT,R=RIGHT&M=MIDDLE BEARINGS, BEARING LOCATIONSARE REF ERENCED TO TRUSS MAN UFACTURER'S TRUSS DRAW I NGS' OR TRUSS BRACIN AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTOR B FASTENERS SPF SYP CONNECTOR & FASTENERS am 1W OFRAME A TO FETAI8 W(B)10d x 1 V2' OR t810 HTAIB wi ERILId x I I& OR MASONRY 1ETA20 W (S)IOdx t IRA' MA20 W (10)1W x 11Tl ISMS Iva © FRAME FRAMED 1125q W (10Mtl NNL9 535 585 RT1A W (10j8d NNL9 515 585 © FRAMES TO H10A w/08)10G el la' 1015 la40 RlB %M7)iG9 x i JW $as 1020 FRAME H1042AI06)IOdxl V2-AT2R-Y TRUSSES 990 1080 I8-2WI9)l9d%11WAT2RYTRU6SE6 935 LOBO O FRN,E TO MMl2w/(14)101xilWaATEMERIOR 880 Sao MEW12W(l4)1SdxI IW(ATEXTERI FMET LOCATION INCLUDE IRA DERAILS) LOCATION INCLUDE (3)120 TOEMT I= "So O FRAME TO MOTM(TMEP(TW BN 9950 MISS MDOTISDMENTW8IMS ANN-Rrb,R MASONRY N-SETA.WIT D,IBEDMENTW&MPBON'BEP EPDXY 1r EMBEONENTW81MP80N'BEP EPO%Y HTw2a W(2N)1Odx111T (ATEXTERIOR W30 449A OFRAME F TO HT520W/(24)EMx 11T2"(HT EXTERIOR 114M 1910 FRAME LOCATION NCLIAE(8)t2tl TOENAL9 LOCARON)I0dxl1r(ATOENAIS 12E5 law FRAME TO (2) MS20 W(4Ml ad x 1112"(ATEXr-Ft 2250 � HTW2UW(4N1M(I TPAATEXTPA� FRAME LOCATIONINCLUDE(6)12GTOENALB 2620 LOCAM)NINCLUDE IMMENIAI9 S,,-/0 3080 FRAME TO HGT-i W118110tlNNLSAW (2)Sld'A.T.fl. M1GT3M(1E)tOd NNLBAW (2)5B°AT.R. © MASONIIY WITEMBEDMENT w/SIMPBIXJ'8ET' 10890 W1Y'EMBEMNENTM9MP90N'BEP 7020 970 EPDXYMT-3FOP3PLY) EPDXY(WGTSFOR 94N.Y) OFRAME H TO MM W 118) 11,41. SBass WOOD RCREWS 3400 4725 RFUSNID2)W33WOWSCTEWSOND MASONRY AND (2) ill• xW TITEN W ANCFKIt SOL IS I (4)M4'%5'wWGE430LT 71M (1) LGTt W (1B118tl &H4¢R8 ©j FRAMETO 8(7)lA-x2AWTRw2 1750 20M MASONRY LOW J2 FRAME TO MA90NRYl (2) LGT2 W(32) 1 M SINKER88(14) 114- x 2 IWMEN Is PLY I"$) MOM 40B0M R) LUGTx W(3211M SWKERS A DID iN'x3"WEDOE-BOLT (2 PLYTMB 5100M 3100-M FRAME OA (28)1M MNXEAS FOR FRNNE (EA) E246F 3170-F ME341MBINKS98FORFFINWE(P.�A) 3MNP 41520F 49 FRAME TO MASONRY LOT3W 41/4".W WS SCREVA (8(8)0'S 4= 8 REM E S&(4) W. (31)7I SI1,PLYW925 SCREWS &d MA 0480M 70SOW FRAME OR (ION 18d &NIESRB FOR FRAME (EA) M010F SINKEIEN(2RFRAME() 8890.E SWIGS MR OR (80) 14a &NKHi.9 FOR FRANC MA) MA) 6`80{ 7710s O BEAMTO HU110 OPT HUGI0M(15) lad A(10) IM GX28BG HD4100PT Fd IOU'V20) lad B(101101 DOWN SEAM NNLB LNEENS NAILS U91950 OBEAMTO HU410OPTHUC410W 1 (8)TREN H Fa)lad O03355 MAeONRY '1/4'#&4'8(10)Ida NAILS U4Im UM8]0 NM"SS WEDGE BOLT&1010d NN19 WEDGE SOIL EA UY860 OBEAMTO MASONRY/ HU48 OPT HU046 W(6) 1 W RAILS 8 G#154G (12)1/4'x231VTITEN(TOMASJ GX3000 HD4SOPTHU46WOaI0d NNL98 WINE GN2018 FRAME UYBBG ORD2)I8d&(E)10d(MRFMM£) SYRF UMIMI SYP-M (12)1l4'x23/4"TAPCAN6(TOMASJ OR(12)1Md8M) IW(FORFRAME) U111030 BIRF dam SYP-M (2)IETAI8OPT0HETA20 1820 te20 (2)HTAISOPT(2)HTA20 ORMMETO MASONRY I-0YW(t0)IOdxl l2"OR 2M 2SM I4w-YW(10) 1Wx% 12'OR 1070 2RY W (Ix)16tl 2fLY W (12)1W 2430 HT8M10 W(8)10tl HWL8ANp (4)tN'32114" INS 1110 HTWMI8W18)103 NA9:BANp.(4)1/4>1&4" 1148. 1225 TO TAPCON9 WED OFRAME N MASONRY MASONRY OR R HTSM20 w/(IOLIN NAILS AND (4) 1MM 1M B6& 1110 HTWM2Owl(1(III MNA&8AND (4)114'x1W- TAPCONS WEDGEBOLT 110 UD5 OFRAMETO H10SW(8)Mx1VTNNLSAW(2)MIvi- 780 BID MASONRY MAN HD FRAME TO OTTOW(a) 1/4'xI UT SDSWWO Oi6RMW1H'xi I/TWs15wCOD O 0 MASONRY SCREW6AND 1 2'B T t A R EPDXIED w/ () 1895 2145 6CREWSANDII/2'B0.T.R EPD%IED W/ U 1810 1895. I31MPeON"SBP BEE NOTE Ad TO NEED W CA) 1W UT NNW AND (1)WS HTT45 W(N) 1W xi 1W NAIL4 AND (1) ROFRAME MASONRY ATM. EPDXIED w/61NPSONN3ET' 43M 5090 53"8 A.T.R. EPDXIED W SIMPSONI%Fr - was /SEE NOTEM BELOW) ISEE NOMn MLOW) TO HTT4 W(19)lM# IW ANUS AND(1) 9/8-B HTT45 W 11la lad#1/2"NAK5 AND(1) ©FRAME MASONRY' ATR EPDXIED w181MPSON'SET' 3640 4233 SM"B AT.R WO%IEDWMMPSON "SET" 4160 (BBE NOTEM BELOW IBEE WTEM BEIUWI OFRANE TO PRAME H10SW(24)IW.1 l2'NNL9 7B8 9t0 LpGT1W (LTBdx112•NAIW us I045 OFRAMETO HM9KTW(I)IMS1112'WSMOD 700 700 RT19MW(W10dxl 1ITNNLBa MASONRY 6CPEW6&(611M'x2 i14'TAPCONS (411/4'xl YPTAPCONG 1395 1395 TO VGTW(18)1//"xr 808 WOOD SCREWS& OFRAME V MASONRY 111 ®TBAT.R.EPO%IEDW8MP90N"ET' WINS 4MG W1r MIN EhESmMENT. (2)VGIW(J2)1NkJ'608 W0008CREW3 OFRAMETO MASONRY 8 (1)BNTH AT.P. EPDXIED W MMP9ON 8170 71M BEPWI I2' MIN. EMBEDMENT 0 FRAMMST EO W (i B) Il4'xT sp9 WOODSMEWS& HDU&EDM5w1(1O)1/4'x21/2"808 WOOD 3285 4585 Ml1GT15 w/(22)tOd NNlS 8HRg5 w/(18) FWN,IE SCREWS & II) MM'B AT.R Wd NAILS 8 (11 NPBAT.R 4180. OFRAME TO (2) HTI3 W(9W 1 SCx2 IR' HAILS A, 4T@ am (x)IRT45W(84)191M2 tY2'NNL8 FRAME EDW-9 A.T.R.(BEE NOTEMI &(1) 3/B"B A.T.R(SM NOTE IN) ' �� Oeueoe, nnwerrn"NnTLR• 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOW WALLS/ BEAMS WI(2) la TOENAILS, 2. ALLTR STOTRUBSC NECTIONSAREMMIOPLEYTRU88MMUFACTURMU.N.0 ONPLM1. 3. 0.0. MAY UK EITHER SIMPSON OR USPCONNECTNINB, BEE FRAMING PLAN FOR' MECTOR OMLLOUT. 4. FOR SINtl PLY TRUSSES, SC48 ON PULL Wa HTW#12"N"TOTRUM) YERTI4 WEBW(2) ROWSOF tad NAILS 3-O.C. STAGGERED. a. 12• MIN.AT.R EMBEDMEM@ CMU BOND BEAM U.N.O. 8. S(AS TRUSS CHORDW4'W NSYP42 MATCH CHOROWMBER 6OR)wl(2)ROWS lad @4'FROM END&4.O.C. STACKIERED; CENTER AT CONNECTOR LOCATION AS MUCHASPOS8eLE. O MINMMOONNECTDIUNOONFRAMINGPLAN 1. CONNECTION FOR ALL ROOFIFLOORTRUSSE970 MASONRY WAILS/LINTEL& ICFWALLS UNO ON RAN 2, CONWMC AT24"OR82"O.CPENDNGVEAnM$FORALLFl IRUS SPARK-I.ELTOMABONRY WALLS WE DETAIL PB124M.1 FOR MORE INFORMATION 3. CONNECTOR! FOR ALL HIP JACK (CORNER JACIQ TO IAASONRY WALLSIICF WAIL&UNTELS 4. CONNECTON FOR NL CONTINUOUS RIM BOARD TO TOP OF MASONRYAT 32. O.0 MN6 W(2) AT EACH CORNET1.GC, TO VERIFYLOCATION DOES NOT CONFUCT w A OF APPUCABLE) LAYOUT S. CONNMTALL FLOOR TRUSSES TO IWEMD36EARING WOOD WALDBEAMB.1(2)12d TONNLS © MIMMALCONNECTORUNOONFAMINGPLAN i, CONNECTIMFDSJACKTRUSSTOWOMW&LMBEAM © MINIMALOOMECTORUNOONFMMINGPUV4 1. CONNEGTON FOR ALL TRL199ESTOIMERIORIEXTERICR BEARING WOOD WALNAWIGR SEARS 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, 0 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. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN S" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THIMEVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. AR ICF WALL SEE TYP. WALL. SECTION 2x4 P.T. FASTEN T0. C.M.U. W/ 11/2- LONG T-NAILS @ 2'-0" O.C. SECUREJ-CHANNEL 012" D.G. D }-,I METAL DRIP EDGE 2 x SUB -FASCIA ALUM FASCIA VINYL ®G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY Tq hESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WINS PRESSURE IL,AL avrrll aurrUKI DETAIL[ 3/4"=r-O" 0 Fto 00 .I ik *h it- a4d g DJ aP� a a u 4 0 0�4 a 0 z 2�w e 3 0 W109rR m ' DO IL �� DO U - - Z V WWW.FDSMG.COM ❑ ❑ ❑ z z o Z N J � a Z cq sj O m OD en � W Tl m W a c H U Ca U TPi�, 00 a(4 o +q m DAMS HOMES FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE F Job Information: Z C c1 W 03 03 Un 4J m 0 r" m Z N Do Do O J W m o J m W L0 LI Model Name / Number: 1820 Plan Issue Date: Tuesday, February 9, 2021 KA PROJECT NUMBER: 21-1766 Sheet: 6 Of: ROOF PLAN C LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 ON-SHEARWALL SEGMENT BAR & 30M PSI GROUT, MIN, 25" - LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT IMP_OF • AN OPENING BETWEEN. FILLED CELL: FILL BILK, CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEEPLAN AND FLOOR PLAN. FOUNDATION PLANMIN. LAP 25" (ACI 530) FOR MORE INFO SLOB "i — MS02 TYPICAL SHEAR WALL SECTION N.T.S. TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(B) - 1 Od X 1 1/2 SP6 OR SP8 FOR 2X6 AND 2x8 WALLS DOU BUE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONIC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2"x #2 SYP/SPF P.T. W/ ' (3) 1/2" X 8" "J" BOLTS OR (3)1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4' TAPCONS OR (8) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS031rrxnn0� font/A n y n�nnl .. I N.T.S. I AAAcnnlDv rN1Nl AICY`TI(1AI TIGTAII #5 REINF. 20" MIN. LAP BAR R #3 OR#4 REINFORCING t) BAR e' #e & #4 1 AP BPI ICE o 25" MIN. LAP #5 STD. 90° HOOK 05 BAR k5 1 AP RPI ICE SCALE1"-1.'O" LAP a6 REINFORCING BAR * GRADE 40 U.N.O. 96 1 AP RPI ICE MSO6I REBAR SPLICE DETAIL - GRADE 40 1 N.TS. I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2s4" 12' 0 C. 1 2 x 6 1/4' X 2aA" 12" O.C. 2 2x8 1/4"X2V" 12'O.C. 2 NOTETAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. a (2) 2X P.T. > BUCKS W/ 1/2' O.S.B. BETWEEN FASTEN PT 2 NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I MSil 12x BUCK DETAIL I N.T.S. I LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: 1820 A - Base 8'-0" Plate - 3 Car Garage STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 171-411 950 161 405 85 8F16 - 1B / 1T (min.) 2 71-611 2661 278 1624 173 8F16 - 16 / 1T 3 41-6" 6113 133 2707 81 8F16 - 1B / 1T 4 14'-011 1002 168 560 154 8F16 - 1B / 1T 5 21-1011 5163 770 3524 398 8F16 - OB / 1T 6 w7 71-611 2661 770 1624 398 8F16 - 1B / 1T 41-611 6113 770 2707 398 8F16 - 1B / 1T 8 91-411 1 1843 599 1136 369 8F16'- 113 / 1T O O O O O O HURRICANE ANCHORS (TYP.) re� A<Tle. lam ctsAR Cl1.LL l2' d 4 0 re rmeda A' ecrort axe JVP wP-r°8 RaPaxiva l.Na�PC'JL PI,T'iJID M Lxi1 (VdIV®! wxrv.t �x� A' r. rlp0" eweur,u.`Rnu aux'1'r O[ re p. R d' !°"dl P. 11RO. GVRY 8FI6f-IB/IT xa•mw,cur« H- J l u mom e NOMTL N[iGH momdi GP MATERIALS L ro precast lintels = 3500 psi. 2. rc prestressed lintels=6000 pal. 3. rc great =3000 PSI W/maxfmdm 3/8'a0jegate. 4. Concrete masonry mite (CMU) par ASTM C90 w/ inlnimum net aroa camWeaalve slrmgW - 2000 06I. 5. Reber provided In pretest hdel per ASTM A615 GRGO. 6. Feu most per ASTM AB15 GR40 ar UR60. Preressbg strand parr, ASTM A416 grade 270 . relaxation. 7. 7/32 W9m per ASTM Ml 0. S. Matter per ASTM C270 type M at S. GENERAL NOTES I Provala I.]] Mortar mad 4bad joint., 2. Snore filed Inlets as requtred. 3. Installation of lineal Must copeff With the wall coture. and/at structural Mam'ge. 4. Umels are mmufecNred wN, S3/2' lung reformsatIte ends W accommodate ver5cal call reinforcing and grouting. 5. All linels meet or mmaed L/360 vonival deflection, except Ilntals 17'.4' and longer Wm a nominal height of 8' meet or exceed L/180. 6. Bottom 4cid added rather W W located at the badon of fine Intel cavity- 1. 7/32" diameter wire AMPS are welded to are bottom steel for mechenkel anchorage. 8. Castfincecreas may be 70VWW In cmmposde lintel In lieu of concrete masonry units. 9. Sam bad ratings bead on rational doe gt analysis per ACI 318 and ACI 530 101intel min. depths sm called cut on brief plan. If ocniractor installs a deeper Ilmel'llan Indicated an the plan, doing this Increases me strength or mIIm e N and la -Ppmwd with et engineering bear. R a smaller IIMeI le mir alled contact FOR for approel. SAFE LOAD TABLE NOTES 1. All vnbea oaaed an mINmum 4' hearing, Exception: Sam leads for unfilled Ilntals must be reduced by 20% t treats g length Is less thrl 6-1/2'- Safe loads far all recessed lintels based oat 8' hernlnal testing. 2. N.H. - Not RAW. 3, Safe loads a s total superimposed allowable load on the "aim specmed. 4. Safe loads based an grade 40 or grace 60 field rater. 5. AdClUcaml lelarel bad cePWLY can be ubtalred by be desger by proWing addloral reinforced masonry above the pecast IIMN, 6. On 07 rebm M% be sulamMuted for eim #5 rebrs In 8' Ilntals only. 7. Re designer may evaluate cancemral leads from ate .,if. load tables by .culeting the medmum m6 aWg.,an and shear at dwway from the face of supparL 8. For oompoatte lintel melghle not sh°xn, use safe load from rail Met aelght. 9. All safe leads In units of pounds par lines, fw.. REVIEWED FOR LODE COMPLIANCE SST. LUCIE��+•COUNTY BOCC —PRECAST'U" LINTEL W/ 3000PSI CONIC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL REINFORCEMENT SCHEDULE FOR REQUIRED REINFORCEMENT R R SO" , STD. 90 HOOK REBAR ON BOTH SIDES Of OPENING U.N.O. ------------- FIDE KNOCK" A FOR FIRST PLETE CMU COURSE W SILL& FILL BOW 1) 98 BAR FOR ALL IOW OPENINGS Oil rP o a a m rc STD, 90 DEGREE 3 ANGLE 3000 P.S.I. CONC. W/1 as DIA. AR REB r�l 8,xB"x16' Li �r CMU U.N.O. SEE FOUNDATION PLAN SEE FOUNDATION FOR LOCATIONS PLAN MS01 I BLOCK WALL REINFORCEMENT N.T.s. TYP. BOND BEAM e" x 8" x 16" K.O. LINTEL BLOCK FILL W/3DOO P.S.I. CONC. W/1 #5 DIA. REBAR CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25' MIN. LAP (ACI 530) p ® C O LO l0 g X� o g��SS ffi IB )., cl 1 0 LO 00 W u'1 W f- # # Ak JJ Ll 'Y@gBm 0 B� KtB w a s O Owl a W N 0 O Y �ea�8 ��pm�o pp M W(a�N`S 0 OJ J m gHa Z Sl LL O d a G ¢qJ N O $ d� IIII (D N 9 g 9 ° WWW.FDSENG.COM ❑ ❑ ❑ z W _ O o z N Z ~ a W J 3 a ri — m z ^ N ro to 4` c 't 0 Ij 0 of of U �C4 E '. W ^ m ® f1AMQ WAIiAQQ. FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ lob Information: 0 z a In W O In (D N m Tn O Oi y F— -) 00 0) a O _I Uj ZD Ln o VI Model Name / Number: 1820 ♦ I Plan Issue Date: Tuesday, February 9, 2021 VI KA PROJECT NUMBER: 21-1766 Sheet: S.JL Of: LINTEL PLAN ALL ELEVATIONS i I, 2x6 #2 SYP P.T.o SIMPSON HETA 16 W/ (2) Y2"x5, EACH END SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT °r+••,. W/ WASHER. MIN. 6 PER r•" A TRACK TO JAMB. (5) 1!2" DIA. x 8" 1/2" X 8" A.B. W/2" o "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL ; VERTICAL MIN. 5 PER JAMB. •i I I SECTIONAL ® OVERHEAD / DOOR WOOD P.T. #2 7 / / SYP 2" X 6" �( n TRIM ''✓,r:. o '`" •;. .I.!l ltt llf Orr '�• 0 TOR ° 2"x6" P.T. WOOD JAMB �% DOOR AND CONNECTION PER J GARAGE DOOR MANUFACTURER GARAGE SLAB = TYP. GARAGE DOOR TRACK MOUNTING DETAIL 0 , • S I NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS '` L ail tfll Oit'll DETAIL- UNLESS NOTED OTHERWISE p MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. a N m ro gwg gY W c~v a I- of ao � BLOWN -IN R-30 INSULATION PER FBCAND rn �• BMTTTED WITH PERMIT �APPLICAT APGY FORM PLICATION DE BAFFLES a ? p 11 AT EAVES (FOR VENTED ATTICS) . € it ° C) BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED 12 FIBERGLASS SHINGLES OR ' $g Ai m w 0 O ,� W g 2 g m m 12 WITH PERMIT APPLICATION PROVIDE BAFFLES AT EAVES SEE PLAN TILE ROOF (PER ELEVATION) �� OVER APPROVED UNDERLAYMENT € E' 2' °'md Qa k °'Ei 0 8" -' rq SEE PLAN FOR VENTED ATTICS ( ) PER FBCR 905.1.1 OVER APA 8 2 0 PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- TRUSSES 24" O.C. ; ° ❑ El FIBERGLASS SHINGLES OR @ [RS§ - ON FRAMING SHT. FOR yryyyy,ppgEry6.ppq, TILE ROOF ,. PER ELEVATION ( ) I OVER APPOVm UNDERLAYMENT SHT , HT'G &FASTENERS. PER FBCR 905.1.1 OVER APA PRE-ENG. WOOD ROOF SHEATHING - SEE SCHEDULE- TRUSS ANCHOR (SEE PLAN) Z m Z o S TRUSSES @ 24" O.C. [RSH] - ON FRAMING SHT. FOR SHT'G &FASTENERS. _ _ _ SEE PLAN FOR BRG. HT. Z N N n�Q 1 T DRYWALL / : _ W ( 1 TRUSS ANCHOR (SEE PLAN) TO BE INSTALLED ON OUTSIDE FELT PAPER OR • ° ETAL DRIP EDGE TRUSS PLATE ri Z N �1 r FACE 3/4" P.T. NAILER r 2X SUBFASCUI :.�/ (TYP.) FRAME FOR BUILT-UP V I / Ur) (0 ro � , - — - — - - — - SOFFIT. SEE ARCH, 112" DRYWALL PLANS CORNERS min (3) 2x4 OR 4x4 2x4 POST UNDER EA ( ]� h =_ V,/ W -*-METAL DRIP EDGE CURTAIN NAILER n 8 x 8 x 16 K.O. w/ 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. - '� $ 1/2" DRYWALL CONNECT ALL 2x STU 2X SUBFASCIA 1 x 4 P.T. @ WINDOWS " LINTEL BLOCK 1 x8 P.T. @ S.G. D, n " O.H. W/ (i) #5 DIA. REBAR & KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS C� 6 " AND LATH WITH FINISH O.C. Fa 0 w V) �_ d TO TOP PLATE WIrH (4) 16d TOENAILS SOFFIT. SEE ARCH. PLANS " SEE ELEV. 3000 PSI CONCRETE " PRECAST "U" LMTEL " (TYP,) ALL SIDES �� (TYP.) FRAME FOR COR- ♦ °. \ 0 \ U 1/2" DRYWALL _ SEE SCHEDULE �", �O �, °° ,O NERS FOR NON LOAD w t B '-- SEE PLAN FOR HEADER SIZE " ' ° a ° \ BEARING SIDES NAILED +*7`+ ;?: $� 6 w/ 16d NAILS @ 8" O.C. = n y 0l co N O OPTION 15/32" OSB EXPOSURE 1 ON 1/2" X 8" J-BOLTS o a A QP►MS HOMES MAXIMUM OF (3) - 2X PLATES MAY BE D'H'il EXT, WALL W/ ALL EDGES BLOCKED. SEE ELEV. SEE T813 FOR NAIL ATTACHMENT. / O CENTERED EA. (TYP.)4 COURSE HIGH A.F.F. ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4" r� CMU BASE FILLED w CONC SIDE w/2" WASHERS \ i / ••„",._;,... ,.' PLY ATTACHED W/ (2) ROWS OF 16d NAILS AT 8' O.C. STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HOT. ON n FILL CELL -(1) #S DIA. W 4 VERTICAL RENF w (TYP.) / ( ) / REVIEWED I3 qT ® FOR n ALL BEDROOM WINDOWS. " REBAR W/ 3000 PSI " CONC. ALL LOCATIONS HOOKS INTO FTG & AT TOP OF COLUMN C COMPLIANCE FLORIDA CONTRACTORS LICENSE N0. CRC1330146 PLAN AZ -AZ 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW w/ SCREEN N SHOWN LOPLFOS FOUNDATION °ODE p�+' I� COUNTY S . LUCIE COUN GULFBREEZE, FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN " LOCATION OF OD IN u BOCC DIVISION LOCATION: WALLS EXTERIOR WOOD WAILS. IF NO " SIMPSON LSTA30 SEE FLOOR PLAN OPENINGS ARE INDICATED, FULL ya, w/11-10d TO BEAM FOR BEAM SPEC. PORT ST. LUCI E STUDS ARE REQUIRED). & TO FRAME BELOW v Job Information: NOTE; 44" MAX. SILL HOT. ON r - ALL BEDROOM WINDOWS. r' VINYL FRAMED WINDOW WINDOW STOOL r' W/SCREEN ` CEMENTITIOUS DECORATIVE FINISH 7/8" THICK PER ASTM PER SPECS " " PRECAST CONC SILL r C-926-98A PAPER BACKED FOIL R-4.1 H ' 2X STUDS FLOOR PLAN FOR SEE C INSULATION AT CMU BLOCK WALL �, PER FBC AND ENERGY FORM FILE COPY11 O 1/2" DRYWALL MORE INFORMATION). SEE T613 SUBMITTED WITH PERMIT J EXTERIOR FINISH- (SEE ELEVATIONS) ON SHEET 6 APPLICATION , FOR NAILING INFORMATION FOR R-13 INSULATION AT EXTERIOR WALL SHEATHING. 1 x 2 P.T FURRING FIG. DOWEL #5 DIA. REBAR Z N 4•-I Cp LO WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE AND ENERGY FORM SUBMITTED 1 x 4 P.T. 17" IN CONCRETE - 25" BASE NAILER EXTEND (ACT 530) ABOVE ' ' 1 W .� Ot m w/ 1/2 x 8 A.B. OR 1/2" x 8" TITEN WITH PERMIT APPLICATION ( HD) w/2" WASHER AT 32" O.C. SLAB. ALL LOCATIONS SHOWN WOOD BASE ON FOUNDATION PLAN SIMPSON HETA20 w/10-10d TO COLUMN Al Al BUILT-UP CORNER MIN (3) 2x4 > (0 3 WOOD BASE —-,,",,,MIN, E FROM END -SEE W507 TERMITE SHIELD SEE FOUNDATION PLAN FOR POST 4x4 POST UNDER 7 _ SEE FOUNDATION PLANFOR , y EOR ,. ACH END OF BEAM LCO �y FOR SLAB INFORMATION — TOP OF SLAB _ _ — SLAB INFORMATION — _ TOP OF SLAB ; '• NOTE 2 X 4 P.T. PLATE O --[ L11 —._ _*_.— ._ —.—. "• BOTTOM STRAPS MUST BE a + Nu p ' \ ° ill tit 'T-� GRADE INSTALLED ON INSIDE OF l• Model Name /Number: ' GRADE I� ( - COLUMN. DO NOT BEND STRAPS UNDER PLATE. CLEAN • 3 SEE PLAN FOR = iv PLACE STRAPS IN FILL "'; Cy° ° ;�a ° , • , 1820 COMPACTED O {�,,II , RE -BAR QUANTITIES ,� ,� CELLS w/#5 REBAR 'r °; •• ••�:=•: (TYP.)4 COURSE HIGH CMU BASE . FILL ,' ,i. ° O] C7 J,, .. , I�, ..• •, FILLED w/ CONC -SEE PLAN FOR Plan Issue Date: Tuesday, February 9, 2021 SEE PLAN I, SEE FOUNDATION SIZE. TOP OF COLUMN BASE - 2'-0" AFF SEE FOUNDATION PLAN �( VI KA PROJECT NUMBER: 16 FOR FTG REQUIREMENTS PLAN 21-1766 WS01 TYPICAL WALL SECTION - 8" CMU 3/4" 1'-0" NOTE: DETAIL CD21 / 5 2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE Sheet: _ Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-0" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. TYPICAL FRAMING DETAILS 1 J � �I STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE I EXTERIOR SHEATHING' ATTACHED PER NAILING SCHEDULE TB13 ON , SHEET 6 STUD ANCHORING: STUD TO TOP PLATE: R-19 INSULATION AT EXTERIOR SIMPSON SP4 WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED ' WITH PERMIT APPLICATION i 2X4SPF (.. (WHEN EXTERIOR WALL IS AT 16" O.C. EXPOSED TO INTERIOR SPACE) - r II 2 X 4 P.T. STUD TO BOT PLATE: SIMPSON SP4 r I LINTEL �� • .• �•�; 1/2" X 8" NOTE: HOLD FRAMING 1/2" ANCHOR BOLT BACK FROM FACE OF BLOCK @ 32" O.C. FOR SHEATING TO BE FLUSH ®iuianrT, WITH BLOCK FACE 8" CMU WALL �-0TOP as°aa T r. WF21 KNEEWALL @ ENTRY FRONT WALL 3/4" =1'-0" 0 PROVIDE 2x4 ON TO r y'•, S OF 2x8 TO BLOCK OUT 2 ROWS 12d @ Sri: •.;° (, O �,� .•'+��e` PLATE ATTCH W/ TOP(2) 12d NAILS D.C. 3" O.C. TOP PLATE DOUBLE 2X4 'JaAs1(I eea (SOLID BLOCK w/ 2x6) m •�\ STRUCTURAL SHEATHING ` 7/16" MIN. NAILED W/ Ed COMMONS @ 3" 4q m ` O.C. @ 2x4 STUD N o h PER PLAN EDGE & 6" O.C. FIELD RUN 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE FULL SHEET FROM BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 SEE GE05 FOR �` �`� TO 70P PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE STANDARD �� ` SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END �� �l (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING T� I��\ TOP PLATE W 12 1 2" x 0.131 NAILS (SIM. w/ 2x6 if " I ` * NOT REQ'D. WHEN QT SYSTEM IS APPLIED 2x4 w/ 2 ROWS OF X - v n �F STUDS - m ID j I �` ��\ ) co P- 12d NAILS @ 3" O.C. w00D BEAM SEE E = e W m " m TOP PLATE TRANSITION SIMPSON HUC410 OR (2) ° W H e I I `�\ `�` z PLAN FOR SIZE �i HUC210 g *k m ~ ' " , TO BUILT-UP COLUMN jjf G $Id E2 Ed PIPE OR DUCT W/ OUBLE 12d �" Qg6„ 0„� + +I ,� PENETRATION THRU TOP SPLICE 8 m N ' N "� w a 1+ +I y TOP PLATE w MORE SUPPORT COLUMN BUILT-UP MIN. nE 2 Emil N $ a - / 3 2x4's OR 4x4 W 2 10d o THAN 60% OF TOP ROWS 12d NAILS @ 8" D.C. EACH PLY F Q 2X TOP PLATE TO I o PLATE WIDTH INSTALL ,^ (SHOWN AS 4 x 4) Q 2 s z @ 3" O.C. r 8 E a4��` o .� GABLE END W/ 16d I 3 SIMPSON PSPN516Z i r (2) SIMPSON HETA20's 8 8 Q � mi� m O ~ w NAILS @ 6" O.C. D. qg+ , N to Jo I J q/i , ,r w/(12}l6d EA. TO COL. °.�}°' W,�, m W/(12)16d NAILS TYP. r„—° m ¢ d I TOP &BOTT. 'U .'� +v ALT: (2) MSTAM36 STRAPS s.•,�„= 2" .0PL a + +I + + NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OTTOM SPLICE TYPICAL BLOCK , ; CENTERED w/ (13)-10d NAILS f f 8 ,, 9 Z 6 w p TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD Ea TO COL. d $ U ? N 2X4 STUDS @ 24" O.C. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ a TIE BEAM ° N W/ SINGLE BASE &TOP (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO ab WWIY.FDSENG.COM ❑ ❑ ❑ TOP PLATE W 8d 2 1/2" x 0,131 NAILS •0 PLATE HI PLYWOOD %� 0 SHEATHING * NOT REQ'D. WHEN QT SYSTEM IS APPLIED (�',/j COVERING NOTE: Z M 0 PLATE LENGTHS MUST BE AT Z LEAST 8'-0" LONG. TYPICAL � N GE15 FALSE BEAM AT GABLE END N.r.s. WF17 TOP PLATE SPLICE DETAIL 3/a"=1'-0" CD04 BEAM @RAISED ENTRY MASONRY WALL N•r.s. aLO z N m LL 2x8 SYP #2 y s TOP & BOTTOM u7a " ATTACHED W/ V m (DO (1) ROW 16d 2x6 SYP. #2 vc ° NAILS @ 16 O.C. RIPPED (�j J co w L o g �( w 00 BOX HEADER DETAIL 00 v C�gtea' * CRIPPLES MAY/MAY NOT BE PRESENT. REviEWED FOR ® a N c; mo Qm IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION CO®E, COMPLIANCE 4dwA DAMS HOMES (1) JACK USED AT EA. SIDE �( EACH SIDE OF 2X BLK'G. TO O.S.B. LJ OPENING G.C. TO W/ 2 - 8d INSTALL (3) TITEN HD. EA. END (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x6 LAMINATIONS W/ (2) 5/8" x 8" EQUALY SPACED ROW OF STAGGERED 10d COMMON WIRE NAILS ROWS OF STAGGERED ISO COMMON WIRE NAILS ROWS OF STAGGERED led COMMON WIRE NAILS PER SIDE INTO CMU AT (D=0.148",L=3")VR EQUAL 1INTO EACHDE FACE) ().0231/2'OR EQUAL =EINTO �=DE FACE) o0162"L31/2IOR EQUAL JACK TO HEADER, NO BASE EDGE VIEW HEADERANCHOR �+ COUNTY NAILED TO TOP PLATES, ST. LUCIE COUNTY mom L HEADER & JACK N0.&SIZE OF OCC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 HEADER SIZE RAFTER TIES 3000 GULFBREEZE PARKWAY GRADE EACH END GULFBREEZE, FLORIDA 32563 SEE PLAN FOR (2) LSTA 30 BEAM SIZE DIVISION LOCATION: anus: CONNECTOR REQUIRED /2w LAG PORT ST. LUCIE 1)AOPPOSITE SIDES O THEDJACENT NAILS ME ICOLUMVEN N 9) FO4-PLY, PROVIDE R OR EQUAL( PACEAS xSH1OWN FORPLY) (3) 16d 2) ALL NAILS PENETRATE AT LEAST N3/4" OF 4) REFER TO NOS SECTION 15.3 FOR P4 AT SEE PLAN 2X CRIPPLES 0 16" O.C. SEE SCHEDULE Job Information: THE THICKNESS OFTHE LAST LAMINATION. ADDITIONAL INFO. /�G COMMON FOR WLL / 24" O.C. NAILS(TYP)� HGT. WOP AND BOTTOM SIMPSON SP2 P 2-Rows 12d NAILS WF37 TYPICAL COLUMNS DETAILS N.T.S. 1 STAGGERED@ r FOR OVERHANGS GREATER THANI I FILL 1ST. 4 COURSES 11/2- CONTACT FOR FOR * SOLID W/ GROUT. (NO •.;• FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) •r. I •Y• F.F. OVERHANG �Y• �J AM CMU •J• FOR OVERHANGS BETWEEN 5/8" TO 1 1/2- M�M�r� �Q #�� 4i 11' • C .d NAILS @ O.C.• • •'`,���II 2X W/ (2) 6d TOENAILS EACH END TYP. !2x4 SPF CONTINUOUS• ! ©ATTACHED TO • :d NAILS. SEE DETAIL ABOVE ELEVATION•• R • SEE • SQUARE• BOX HEADER 111/ EACH END HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 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" - 6' 3 4 3 4 12' O/C EACH %" * WHEN STUD LENGTH FACE OR 3-ROWS ryo 15 LESS THAN 12" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH STUD WRAPPED OVER @ 12" O/C FOR 2 x 10 OR GREATER HEADER /'� p� FILER>��-6PV O TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN DOUBLE 2 x #2 7 STRAP S.Y.P. HEADER W/ ` c uO 1/2" FLITCH PLATE 1 i I OT lOd NAILS @ HEADER. (U.N.O.) L.LI M 8" O/C TYP. 6FILLING AND BLOCKING AS 04 "-I DOUBLE 2 x 4 CRIPPLE STUD REQUIRED FASTENED TO HEADER W/(2) ROWS Z � V Goa A) TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS 0 W Z) p NOTED OTHERWISE M_5 I I.I.J i i1 V r A L0 D- J Model Name / Number 2 x 4 STUDS TYP. SIMPSON HTT4 W/ (18) 1820 CMU 16d NAILS & A 5/8" VI Planlssue Date: EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. �DFNlhG GARAGE 8 1/2TEP Tuesday, February 9, 2021 SOR DOWAT N KA PROJECT NUMBER: * HOLD DOWN CONNECTIONS 21-1766 �'k NOT REQUIRED @ BEARING P.T. BOT. PLATE IN OTE: FOR OVERHANGS LESS THAN 5/8" -NO REPAIR REQ'D.1 WALLS WITHOUT UPLIFT WINDOW OR DOOR OPN'G Sheet: S 3 Of: MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. WF3 TTRANSOM DETAIL AT ENTRY 1/2"=r-o" WF09 WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS ' MAX 9" UNSUPPORTED 2X4 #2 SYP BLK'G @ 16" O.C. W/ *DIAGONAL SPACED AT 20'-0" O.C. MAX (2) 16D NAILS EA. END. SEE IRSHI ' E LESS THAN SAME SPACING AS BOTTOM CHORD LATERAL BRACING SCHEDULE FOR SHEATHING ATTACHMENTS. iF> 9" 2X4 #2 SYPTO }tl �> >✓� OR EQUAL TO45° (MIN. FIRST 4 BAYS) BLK'G @ 16" O.C. ` ,. MINIMUM 2"x4" -' - - Sd NAILS @ 4" O.C. IF 9" CONT. 2X4 #2 SYP W/ (2) CROSS BRACING 1oD X 0.131 @ 8" O.C. EA. SIDE (SEE PLAN FOR T ". �` �� WALL AND ROOF - LOCATION) FOR i BLOCKING SHEAPECIFICATIONS "' 2X4 SYP L BRACE FOR .. L.,/ 2x4 SYP OR SPF CROSS BRAC GABLES 3'-0" TO 5'-11" TALL. - APPROX. 8" FROM RIDGE 2x6 SYP L BRACE FOR - , THEN 48" O.C. AFTER. NAIL W(�/ GABLES ATC45� CROSSI® ANGLE. AT ACH LBRACEAND CALLER. (NOT REQa W OR SHORTER) FASTEN (1) SINI ON HGA10 12d NAILS @ 4" O.C. BRACE CONNECTOR FROM GABLE TRUSS CONT 2x4 SYP OR SPF SPANNING (4) DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. TRUSS BAYS (8'-0") NAILEDN44-4BAYS (3) 12d W/ 3-12d TO CHORD (MINLO K/PLATE NAIL GABLE TRUSS PER JOINT 1ST 4 BAYS)U TO TOP PLATE w/ . - CONTINUOUS LATERAL BRACING- :, 16d NAILS @ 4" O.C. 2x8 .T. PLATE 1/2"x8" ANCHOR BOLT �. ' NAIL OVER X-BRACE AS SHOWN- -' - � 2x4 SYP OR SPF BLOCKING AT 48" O.C. MIN. ' CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. INSTALL BLKG. AT TRUSS WEBS FOR NAILING X-BRACING - 2x4 SPF OR BETWEEN TRUSSES @ 48" KNOCK OUT COURSE O.C. MAX. FASTEN TO EA. SYP w/ (3) 12d @ EACH TRUSS w/ 3-12d NAILSFA. MASONRY WALL - TRUSS WEB ROOF SHEATHING, SEE NAIL TOP OF "T" TO GABLE4�,T� TRUSS w/ 2-12d AND 1TS13 FOR ATTACHMENT SIMPSON H8 w/OVER JACK TRUSSES, SEE SIMPSON TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N T s NAILSPLAN' FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"x1 1/2"SOS VIDE 2X4 MIN. BLOCKING AT OD SCREWS GABLE BLOCKING w/ 2-12d TOENAILS END T00 OP PLATE L IiI O TT���� 0 �R p' NTER LINE OF HIP/RIDGE, TYP. /BEAM TOw. 2- 2d FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ `a``���4 QP�4 N Si E '•� WEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS.� ��� ILS EACH END TO TRUSS TOP J y CHORD @ WOOD FRAMED WALL @ DUTCH GABLEcv 7 * mo p : W, USS ALTERNATE TO BLOCKING PRE-ENGINEERED.OVERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.S. t %;,$® • FC `pP e:,- tBE WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLA7� P _ TRUCTURAL PACEJG.T.SHEATHING i 491`ADD 2X4 ALONGSRIPPED 2X4 SYP #2 '*!'61s j��� w TOP CHORD WHENAIL TO TOP CHORD TO PREVENT SHE -----OF HIPPED TRUSS W/ SPAN FROM EXCEHIP12d NAILS @ 6" O.C.MAX 24" SPAN (EIG.TSIDE OR BOTH IF ROOF (2) 12D NAILS AT 12" O.C. MAX MINIMUM (3) 12d PER JOINT SHEATHING MINIMUM 2"x4" SPF OR °, a SEE PLAN * SPACED AT 10'-0" MAX SYP TRUSS BRACING W i'o ro ro 0 01 Ir Rg 4E a `C13 2X4 BLOCKING L qq€pp�94Q E E T' .() d m lJi LL LL BETWEEN TRUSSES HIP TRUSSSECT- 'EF B 1 A A aU)TB03 HIP /RIDGE BLOCKING DETAIL N.T.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N-r.s. gas¢ mtiR2. � m m ao Q V J Ne o �W U J CO ❑ ❑ ❑ WWW.RWENG.COM n l Z O p TRUSS NOTES: O� 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING 18 APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEARING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED _ z N TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT OVERLOADING ONE TRUSS. (/) (� m EVENLY OVER A LARGE AREA SO AS TO AVOID ANY 2. ALL BRACING (OB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY RLL E TRUSS MANUFACTURER A y LATERAL BRACING SPECIFIED BYTRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. C6 O 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. U .72 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, 0 w q)(A tJU' 6 S. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. C ((�} SEE TYP. TRUSS BLOCKING DETAILS L/) m 0) SHEARING J U — N _ ' 6 100 y6 3 TO 4 TRUSS x4 AS SHOWN = o0o0 m -_ RNATE TRUSS SPACES °O DIRECTION c Q N O W 4Lm RUS DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 4B" D.C.C. W/(4)12d TOP &BOTTOM DR H5 BEE TRUSS OR HCLR/LL IN PLACE OF (4) 10D SECpCN TOE TRUSS REQUIRED @ RAFTERS GREATER THAN 8'-0" •••• B-B •••• VIE ED FOR 5"ID i9 t-fl FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY SEE PLAN W BLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING COMPLIANCE e ps O°�. ��'°���CE GULFBREEZET FLORIDA 32563 PRE-ENG. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILSt+DE. � y g COUNTY IL6-tlOi� DIVISION LOCATION: 2x STUD WALL VARIES w ROOF ST. id��''!� SLOPE SEE PLAN BOCK PORT ST. LUCIE CONV. FRAMED RIDGE \ / \ Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 A2 (4)12d WHEN LANDS \ 2X4 SPF BLOCKING / \ SPF 48" O.C. W/ (4) 12d N NEXT TO PREENS. TRUSS 2x8 BLKING. NAILED @ EACH TOP & BOTTOM OR H5 OR \ BETWEEN TRUSSES \ \ @ 48" O.C. MAX. SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PUKE OF (4) 12d B REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER THAN 8'-0" \ 2x4 SPF BRACE / \ _@ \ 48"(4) COLLAR TIE \ \ T EACH ENI D & SHEATHM ��ER d \ \ ALTERNATE DIRECTION \ \ O 2X4 BLOCKING BETWEEN CB BEVEL CUTS TRUSSES W/ (2) 12tl NAILS (OPTIONAL) @ EACH END CONT. EACH BAY \ i _ COPY +"" � ■ LE - . B TB 2X4 SPF W/ (2) #7X3,1/2" / / TRUSSES 7 ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN BLOCKING OR H5 @ 48" O.C. / / '.LIJ N M PRE-ENG. TRUSS / / CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEARING \ / / > 0 o O V,0 CHORD AT ALL HAND FRAMED AREAS TYP. J d SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / 00 B 2X4 P.T. BLOCKING BETWEEN (USP MP4) @ \ \ / / ,C J L/j^•I �A DIAGONAL TRUSSES W/ (2)-12tl NAILS @ AT 8'" WOOD 2x8 82 SYP RIDGE BEAM 2•-0" ON CENTER \ \ / / '^ V / V / LO U� EACH END TRUSS MAX .�� 2x6 RAFTERS @ 2'-0"O.C. \ /\ / 2X4 SPF BLOCKING .J VI Model Name /Number: MAX. w/ (3) 12d COMMON Y V BETWEEN TRUSSES @ 24" O.C. MAX.w / WALL BELOW TOENAILS RIDGE BEAM \ / \ R (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN / , • \ (3)12d EA. END (TYP.) corvc. MASONRr 4 Fr @ 2'-0" O.C. MAX w / (3)1oD COMMON TOE NAILS TO RIDGE BEAM SEE PLAN r� p 1820 2X4 CONT. AT STEEL OR WOOD T&BCHORD VI Plan Issue Date: - TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE Tuesday, February 9, 2021 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING V KA PROJECT NUMBER: NUMBER: INFORMATION 21-1766 2x4 S.Y.P. Sheet: SA Of: @ 16" O.C. TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. ROOF FRAMING AND BRACING DETAILS fbkm (Jambs, Head (]ambs, Need atd.3111) THERMA-TRU INSTALLATION ������������������ #2Spramieg: T2apuoejPineiFn i',—.i.�-•i"'_—"I i^•'-"t.'._`i"_.. 8"...«...4-.1 W Bseer , Slilmne KEY DIFFERENCES CHECK LIST A Nlp� Minimum ton. STew6 Pem"Nadal Rough openings are 114" smaller on each side and 1/4" smaller on the s" e" e" s" B" — ----- — - --- GN8ngsend a/B header than standard Therrna-Tru rough opening dimensions. ate° ............................. ......-.--...... Mound" � SEA IANTL fines'-- Use only a maximum of 1/4" thick shims. • NAIL SHINGLES W/ it OR 12 GAUGE ROOFING Crosa SEdiDR Yield • yl°yY Predrill the jambs and headers using 1/8" drill bit. Predriiling Rased Rase4 WOce°" NAIIS. 3/8" MIN HEADS. 6 PER SHINGLE. Wttl increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre Minimum hung frame to the rough opening buck. Drywall screws, deck screws, I sir and nails are insufficient anchors, and should not be substituted for wood screws. aa°a 611imne Lineyalley by centemnR `Sty 9y,'� es --P _: Be certain of the number and placement of all screws securing the frame wltle -`" Asa �iy°Z'wb"� L__• _i-__ EDcerlor Sheatang "a1nTeStl W'° " a, O ale•PrOOdngS Ingle L eLW y to the rough opening buck. Consult the architect or engineer of record Sae 1 c�aaav a w daHantcHr � ulvalent ar to e pAP concerning fastening the buck to the rest of the building structure. je¢ //Jj k. � /, /'r 5o,c°" �„S" sLacOOre ,� �' `` 4d' gNdC°" Opts Nate we styonplyremmmemlMelahs osMSANfgaM/arAuhmg s"peaMOaNlyensa"sfate0/nA57ME'u77-Ol. xowever, eue to CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT Rake 1¢ vs btlon In codesendWlkJlnp types /tlsleRup to Me eMnasrM date mine!taproot /nata/pibn o/Mase Items. OPENING SIDES AND HEADER. • °not nail within Ddp <_afu.,4L IT u.P C.tl nefom mite 6ngy u n'.ndpvr, the buOOe rap may bap.Mail tra.x fcr inspedign, but please f.. 64d'!'u w2p to 6" ur Embed each shingle Edge Zg valley eerrterline In e 2 awes p ate<t din UIUckE from sc atu:ea and oL err rlimar]a untrrpnsrruct!on is wrnplete. wise aspralt B° ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE g car a regirig cemelr.. , ye' Sept Measure mbeMae the apelikg is 318"m1/r tiger than to window gee bdtlh veNcairy and hotsonMity. 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS --ter •You may Man topre•andthe lraallationholes mthe Anatmiatime, Cute" SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE ooH °"le o�timm POGaelo use In 5th[Aps PFCAAD DRIPEDGEAE_AVES AND GABLES OF tbe ndxH per MMeman as taro SHINGLE ROOFS. OVERLAP TO BE A MINIMUM Step Apply a generous bead of Shape the backside of the rmuntlrg fin. Use enough Wave to suMckmly fill all voids between the DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM of aim 179Rr. CAVE DRIP EDGES$FAL CrENO fin and the wall sheath' a e' 9mBELOW SHEaTI-INGAND EXTENDBACHONTHE OF11/4"EMBEDMENT INTO THE MASONRY JAMBS. , erd the eFenglee ROOF AMNIMVM OF 2In. DRIP EDGE AT EAVES Step IrwtthewlndoWmmteo penag from the aAdde, The Willow b labeled "Yldtle" em1 "outide", Nil t MPSC IBhals nave been ever Dre rake antl 6FIAL'_ BE PERMITTED TO BE INSTALLED EITHER eaV3S about 1/2" OVER OR UMIFR THE LNDFMAYMFNT. IF INSTAI I FD removed, the bead shook alwaysbe to the ktskedNe buNN OF NT, THEME SHALL BE TAA hadn9 then until din unit b pamtr In the OpeNn9. Shins should be Installed alder the sit 2 W. cut 3 ng"e 2' IuaerC or about 3/4 MINIMUM min wOTH OF BUUF CEMENT INSTALLED Stay 9 IrwWll Sh1116 Uld¢T the ale, ed every MINIOVEITHE LINO WIDTH ' C n I6" 6" 6" 6" 6 back from If 10 trip°d9b is USGn. 0w1? IHL CHIP LUGS KANGL UHIP kurli SHALL SE The window should be basically anotered. in the Wen with no mOR than 1/A" between thevdndaw and wall fiam . MCCUNICALLYIASTENCUAMAXMUM 01121G CN M1OIbV.CACYIASTOacdAmAOOMNmN S teWla s10z1.12°wow 4"Ion valley cen ern a Wtla fin ss�/ 3" 3" 3" n 3n Be 6" de acre et exh end afteheatl, $ill and boh'mbs. pCCO WCEW HBECTOVR 012.1.3 S110 MPH Step 6 Install tram � �t111111 a. T 3 n 6`n 3„ 3nfil I1TT KWHI OR GREATER OR THE MFAt ROOF HBGHT the ttmHlnirg %stelrers h B" incraments the Golder screws to the center of each tame member. use cart not m over \\\M-��O )T } /a I/ J b9men Ne saess and pull them through Me fin. Alm, make sure The screws m stra' t MECHANICALLY FASTENEDAMPXMUMEOF4Ng E5� go Straight Mil do nMCdUse HkfdRetO dmV. \\\ Q ,,,• 611 6" 6" 6" 6' 6" Gry csry Wkl frorNngshosd be a minimum of"2 SpmaJPiriWflr. SHINGLE INSTALLATION GUIDE Fastwnmstft be#10alseraofsufident liWMCNEve1-31fr Into Uiewalmleathznt/rfrom ` �G and edge ofham Fastela alydtes nestled In endn side of frame m arhleve 8° •� I. t� O. ofFtane MelMuy 10' 36n. 11' N" 91" 6°•- s1" 66, i4" 82° WW : _IX ; Number dFaaaes 1 4 s a 7 1 1 10 12 12 13 " SPACE SPACE 7 Remove euess Blame" our from around the an am for holes or voids, Use sliamm to NI vods. 'U •° ?- N ° EVENLY EVENLY Step 8 If desded,.a foam insulates an be applied to the ktedor gap between tin window and wall handing. If applied, tlxsmustbe the ROOF SLOPE NON fXBANPIPoG l'YPB fYIs1M. MIN: 3:12 SLOPE o < �•i0 ' A - - - - ASPHALT BASED (REQUIRED AT SEALANT APPUED RM9 Since these windows are typically used in moms with high mmature,is; batHo°ms, It is rtmmrnmded that the boom gap ALL LEVEL VALLEY TEXtURED, PALMED BEHIND FLASHING between The window and wall framing also be sealed with sllkons and tooled an as 1al ro interfere 0, im p �j'�,•� L \ with alletion of EXTER. WALL FINISH AND EXTENDING A " 4 \ LOCATIONS Nall B ) MINIMUM OF 6' ABOVE Guard, leor tom. UI111111 1I N B" X fi" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING COIN. AT KNEEWALL Step 10 Once all construction b amplete, remove the bubble wrap tom the Inside and outside of tk window. If twoess ry, dean the 1 D H Obtla with andld dace' mend warm wateru' asoh dot. T ENTRY PLASTER STO SEALANT - - - - - - - ROOr Failure to follow these procedures will void any and all warranties. SHINGLES 6°X6"HGALV. FLASHING CON,, 6" 6" 6hl 6" 6" 6" m GENERAL NOTE: " 6' " 3" FLASHING DETAILS 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 3" 3n q6' 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH" a. 3„ 6" 6" 6" 6, 6" 6° NOTE: THIS DETAIL Is REQUIRED a- N Roc 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. g m F a V* AT ALL VERTICAL WALL INTERSECTIONS a * SINGLE DOOR W/ SIDELITES WITH RooFvaLLEYs & ROOF cRICKErs. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION s 2 e p $ o LLEj SINGLE DOOR SINGLE DOOR W SIDELITE AND CALL OUTS.-" mN Z a 6' 6"3„ FLASHING DETAIL AT CRICKET ` ° a �0E w 0'n a 3 3 3 Product Approval Submittal Affidavit 1E2 a' .-a W i kP 21Ooma 2>_ d• O 13__ 6hl 3" " " 3" 3" 6' 3' 3" / KNEEWALL INTERSECTION as � T; 3: H- 64S �� � - � 6 6„ 6„ Building Address: Contractor: `"a W °� m OJ J ZN �E �s a LL Building Permit: 6V El o Product Design Manufacture Model # Attachment Approval # Pressures o �� 9$ g� w J 8 SPACE - Method FDSD GUeoM ❑ ❑ ❑ SPACE EVENLY EVENLY - INSTALLATION OF BUCK Roofing: DAD"" 1st Choice IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL7006.1 R-10 j�ww�w L ) z o COUNTY BUCK STRIPS - 2x (DEPTH OF WIDOW t"A. \ COUNTY APP. NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. �j„/ Z 8 0 - - - - - AND/OR SGD FRAME MIN.) GLUE STRIP t,' s W/ 3/8" MIN PENETRATION THRU SHEATHING w/ ADHESIVE SEALANT & SCREW w/ 3/16" • `' /� Z i ( 1 ) ¢ e x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. ROOFING VENTS' " _ r z t- Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZEO RING SHANK ROOFING NAIL, TYPICAL 2x BUCK Products,Inc. Off�id FL21580.1R-1 V1 CD ro Ti1 �� N _ event" y ATTACHMENT N•T•S ROOFING UNDERLAYMENT: o m 3" 3" 3" Z. " 6' 3" 3" 6" 3" 3 INSTALLATION OF WINDOW TAMKO BUILDING TAM KO NO. 30 UNDERLAYMENT SHALL BE APPLIED AND 1st Choice FL12328 RS BUCK STRIPS - 1X4 (DEPTH PRODUCTS LLC 3 A SAT RAT A IC LT ATTACHED IN ACCORDANCE W17H tJ —�_ 0 w ? N c ado R905.1.1 OF WDW. FRAME MIN.) GLUE 2nd Choice �� H 9 M STRIP W/ADHESIVE SEALANT BLOCK LINTEL w - a E " & SCREW W/3/16" x 2 1/2" PHILLIPS .' -" 1/2" DRYWALL Overhead Garage Doors: "TAPCON" N - � DOUBLE DOOR W/ SIDELITES DOUBLE DOOR FLAT HD. SCREW THRU 1st Choice +30.0/-30.0 CLOPAY 53W5 THE WIDOW FRAME INTO MASONRY JAM _ n y a o JAMB MIN, 4" FROM END AND MIN. BOLTS F 15279636 2nd Choice +30.0/32.0 CLOPAY 83W5 (5) 1/2". DIA. x 8 v o ¢ a o nb m 16" C.C. -A 1/8" SHIM SPACE Swing Doors: DAMS HOMES EXT. FINISH � 1st Choice +67.0/-67.0 THERMA TRUDORP. GLAZED 2X BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.1 FIBERGLASS DOOR INSWING FLORIDA CONTRACTORS LICENSE NO. CRC1330146 TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS DRIP EDGE WINDOW +67.0/ 67.0 THERMA TRU-CORP. FLUSH AND MIN. 12" O.C. THEREAFTER, THE DOOR FRAME SHALL FL20461.19 2nd Choice SEALANT OUTSWING BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM FL2046i.2 BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE 3000 GULFBREEZE PARKWAY TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. SPACING AND SIZE OF TAPCONS w/ WINDOW THEREAFTER. (TYPICAL ALL 4 SIDES) GULFBREEZE, FLORIDA 32563 MANAFACTURER'S SPECIFICATIONS Siding: S AR� GALVANIZED STEELA. ROOFI G H2O403.17 TYPICALMASONRY OPENING INSTAL1st Choice +0/-146.3 The Tapeo Group 7"Staggered NAILS AITOONG WITH TERMER "DIA, DIVISION LOCATION: PORT ST. LUCIE Shakes SHANKS DI AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL WINDOW INSTALLATION N.T.S N.A. N.A. N.A.V SHALL BE BEYOND WALL DRESSING Job Information: Windows: LOCATION OF BARRIER TO BE 1'-O"" 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON 1st Choice +40/-50 MI WINDOWS FL 17676.1 R9 Single Hung (fin) ANCHOR WITH MIN, 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCONSHOULD BEFILLED W/#8SCREWS >_ 3540SERIIE +40/-50 MI WINDOWS Single Hung (flange) OFSUFFICIENTLTH.VIDE IN. TO WOOD BUCK. FL 17676.8 R9 IN FRONT OF MECH. OR APP. WHEN REQUIRED INSTALLATION BUCK #8 WOOD 1�r ° EMBEDMENIT 3540 SERIES SUFFIENT LENGTH TO "INCH ACHIEVE 1 MINIMUM EMBEDMENTFL18644.3 R3 2X WOOD FRAME +50.0/-50.0 MI WINDOWS Picture WIndOW N WOOD SUBSTRATE. O BY OTHERS 09 WOOD SCREW Mullions: Il.ae— 4" DIA. CONCRETE SHEATHINIG M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL. 18504.1 1st Choice MI WINDOWS FILLED PVC. PIPE. BY OTHERS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 114 2:O i In M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 p O) CAULK BETWEEN EDGE DISTANCE N FIN SHEATHING Fixed Glass: > N M m o 0 TOP OF SLAB M EXTERIOR 3!i ' EDGE US BLOCK FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR ozsrarl 1st Choice ,+50.0/-50.0 625 FL18644.3R-3 CN `� 3 "" "/A 6 fYi FINISH WITH MIN. 11.6" EMBED. TO ALL FACTORY DESIGNATIONS Z 1" f�," ' y v m 00 ' BY OTHERS 2nd Choice WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 r W M SCREWS OF SUFFICIENT LTH. TO PROVIDE O _3 O LL ° PERIMETER M 3rd Choice 5/8" MIN. EMBED. IMO WOOD BUCK. 1/4 MAX, —1n _ _ _ _ CAULK BY OTHERS SHIM SPACE Soffit: VI Model Name / Number: F1 8a20 1 00 Z 1 -II -11 v 1 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED 11/2" NAILS 10" O.C. IN FL16503.4 R-3 VINYL I DIRECTIONSOFFIT IL, 11,, l I O.A. WINDOWJ:IT r-I HEIGHT Hurricane Panels: • Plan Issue Date: - - I ° 16" MIN. DIAMETER HURRICANE STORM 24" Ga. DIRECT MOUNT. TOP 1X"-20 MALE PAN ELMATE W/ FL16293.1 46 PSF EXT/ Galvanized EXTERIOR 1st Choice 46 PSF INT. PANEL MFG. INC. WING14UTS AT 121/2" O.C. BOTTOM I/d'-20 SIDEWALK Tuesday, February 9, 2021 Ui �o� CONCRETE FOOTING Steel Storm INTERIOR PanelS BOLT w/POWERS CALK -IN VI KA PROJECT NUMBER: I have reviewed the above components of cladding and have approved their 214766 use in the structure. (Architect or Engineer of record) Sheet: -5 Of: PROTECTION BARRIER DETAIL TYPICAL FRAME OPENING Name: Carl A. Brown Certification Number: FI. # 56126 1 Name: TODD M. BORN Certification Number: F.I. # 82128 MATERIAL N.T.S. WINDOW INSTALLATION N.T•S — Name: Luis Pablo Torres Certification Number: FI. # 87864 REFERENCE INFO (PSL) t 4 i MECHANICALLY FASTEN AS /� FOLD UP WEATHER NECESSARY IN CORNERS THROUGH / RESISTIVE BARRIER & WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS - SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS �I DOOR ROUGH OPENING R703.1 General. Exterior walls shall provide the buildingwith a weather -resistant exterior wall envelope. The exterior wall WEATHER TO BE USED. envelope shall Include flashing as decribed In Section 703.4. RESISITIVE WINDOW UNIT BARRIER WOOD FRAME CONSTR. r , s R703.1.1 Water resistance. The exterior wall envelope shall be designed and cc trusted In a manner that prevents the 1 ' TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"I"BEAD OF CONSTR. SLOPE SELF -ADHERED FLASHING accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as . li 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 JOISTAND UP THRESHOLD OF DOOR AND RETURN (0.6 Cm : 30.5 cm) WALL BY 6IN. UP JAMB 6". USE LIQUID NAIL BRAND PRODUCTS DETAILS R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 i U OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING for Type 1 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 the lower layer not less than 2 Inches. Where WEATHER SELF -ADHERED FLASHING EXTERIOR joints occur, felt shall be lapped not less than 6 Inches. Other approved materials shall be installed In accordance with the RESISITWE CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive BARRIER SEAL TOPS OF JOISTS PER FBC-R CURRENT EDITION 703.7.3 barter material shall be continuous to the top of walls and terminated at penetrations and building ( ) g appendages In a UNDER DECKING SUBFLOOR manner to meet the requirements of the exterior wall envelope as described In Section R703.1 (SEE DETAIL WP07) R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where S.,-ADHERED FLASHING WIRE LATH applied over wood -based sheathing, shalt include a water-resladve vapor -permeable barrier with a performance at least HEAD FLASHING TIE-IN INSTRUXTIONS: equivalent to two layers of Grade D papa. The individual layers shall be Installed independently such that each layer 1. Cut, fold up & temporarily secure weather RIM JOIST Detail Instructions provides a separate continuous plane and any flashing (Installed he accordance with Section R703.4) Intended to drain resistive barrier above headerto allow for gashing installation Refer to the number marked as ® in each detail that corresponds to the to the water -resistive barrier Is directed between the layers. 2. Self -adhered barrier flashing plus head gashing under weather BUILDING numbered items In the list of Instructions below: Exception: Where the water -resistive border that is applied over wood -based sheathing has a water resistance equal to or resistive barrier ///���\ 3. Fold weather resistive barrier back over head flashing and 1 PAPER 1. Install self -adhered flashing in order as shown by numbers greater than that of GO -minute Grade D paper and is separated from the stucco by an Intervening, substantially nonwater seal with tape 2 2 2. Install flashing and weather resistive barrier to form water shedding laps -absorbing layer or designed drainage space. O3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible Scale: NTS flashing shall be applied shingle -fashion or In accordance with the manufacturer's instructions. Metal flashing shall be SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING embedded in the adhesive layer) -for ease of installation and to minimize caroslon resistant. Fluid -applied membranes used as flashing shall be applied In accordance with the manufacturer's FLANGED WINDOW WPM WP02 WP03 g FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER scoring cuts instructions. AN flashing shall be applied In a manner to prevent the entry of water into the wall cavity or penetration of 5. Remove all release paper per standard installation instructions and water to the building structural framing components. Se algid at t membranes used as flashing shall comply with adhere to substrate using a square piece of flashing material (6" x 6" AAMA 711. All exterior fenestration products shall be sealed at the Juncture with the building wall with, sealant complying with AAMA 800 a ASTIR C820 Class 25 Grade NS or greater for proper Joint expansion and contraction, ASTMC1281, EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) AAMA 612, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing In EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as shown b arrows exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE y flashing$ Shall be installed at the following locations: `vvvttt n t r r rtt THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit �Pg�Q • •• Rq ,� REFER TO TECHNICAL UP JAMB 6'. USE LIQUID NAIL BRAND FLANGED WINDOW tight to corner ���g •''G E E t OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPM) g 1.Exterlor window ant door o \ LETTER O10 N CHEMICAL 8. Mechanically fasten as necessary openings. Flashing at extorter window and door openings shall extend to the surface of the �, 0 Y y exterior wall flydsh or to the water -resistive barter complying with Section 703.2 for subsequent drainage. Mechanically f 864 rt 10 COMPATIBILITY SCORED attached flexible flashinga shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed N o (NN RELEASE PAPER SELF -ADHERED , in accordance with one or more of the. following; = ! N : CC SELF -ADHERED FLASHING, v RELEASE (BEFORE PAPER 0 scone He ; FLASHING EXTEND MINIMUM 6° aELEnsE rnreR TO ExrosE pi :il.l.�. VERTICALLY FROM ADHESIVE As seowN> 1.1 The fenestration manufacturer's installation and fleshing instructions, or for applications not addressed In the .p t• T F i'c 4/: BOTTOM OF fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing cs- THRESHOLD Instructions or details are nth provided, openings. L Q ,'1 a s , p pan flashing shall t Installed tl at the sill of exterior window and door o eNn `e�0 •• F {? �• MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to 'it � �` • - • • W„ �1a. SECTION -A NECESSARY IN CORNERS THROUGH the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection tit '�� 1 O tS at the head and sides. t Tn (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. ca N 1.3 In accordance with other approved methods. SELF -ADHERED [ 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ ! , FLASHING OO 2 WDMA 300 or FMA/AAMA/WDMA 400. l SELF -ADHERED FLASHING 5 2. At the Intersection of chimneys or other masonry construction with frame or stucco walls, with NAILING FLANGE 1 projecting lips on both sides under stucco copings. © 4 3. Under and at the ends of masonry, wood or metal copings and sills. DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS � s BOTTOM NAILING 8 UNDER DECKING 7 4. Continuously above all projecting wood trim. FLANGE (SEE DETAIL WP07) 2 " (D L0 S. Where exterior porches, decks or stairs attach to a wall or floor assembly of woof -frame construct*". g g �5 g � tWi � � c�D SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING W PO ^ S. At wall and roof Intersections. ffi g"o # HALF ROUND WINDOW � /� � INSIDE CORNER o 7. At bultt In gutters. ` m . a a V V P EXTERIOR DOOR WITH DECK WP05 O rim ri ill LL Q6�o W SELF -ADHERED FLASHING )I fY, i'� (i �/�ut✓ �4Sw BJ.i K 3 DECKPROTECTOR --..� "1 '�``.�3a Zs� z o Q - SHEATHING '' 0 as & O 7/8" Cement Plaster t W N m d 7/8" Cement Plasters P ag g Z d n �- in accordance with in accordance with a 0 ° J e - -- - SELF -ADHERED ASTMC926 g � " e' Z11 FLASHING PATCH .� < ., .. ASTMC926 MIA Ili ..,. 4i h a 8 WWW.RNENOWN El El El Felt backed metal Felt backed metal SELF -ADHERED FLASHING - lathe in accordanceArsee stir in accordance /'� O j" DECK PROTECTOR f' with ASTMC1063 with ASTMC1063 ( ) z o 0 / Building Paper ~j/ Z N s Building Paper Z 0 7/16" O.S.B. 7/16" O.S.B. y DOUBLE ,, '; ,'�� sheathing sheathing o- ti SINGLE JOIST / ' Z JOIST SELF -ADHERED FLASHING ' - Metal - Keep top edge ///��� to t9 M 1��1 SELF -ADHERED FLASHING f Flashing Of weep screed� LL 2" below top of wroW a SWIN 2 3 1/7' block 4 Unperforated ♦ � )D _ .- ueu Flange 7/8" Vulcum W Lu 2 O5 Weep Screed cauk bottom � U1 _ a COx.rr Maintain joint only r6 U ❑ E Bottom of Metal Flashing t o �sf(ptm SELF -ADHERED FLASHING \ /� /PO SELF -ADHERED FLASHING W P 0 O APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN W PO Weep Screed 3-1/2" Unperforated '� = o \H0.8362x;DECK JOIST V �/ OUTSIDE CORNER Q ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE 1 1/2" to 2" Flange 7/8" Weep Screed () N p o Q INSTALLATION OF THE BUCKIRECEPTOR. Above Roof 1/2" Cement@sous Ot ¢ nNi o m 4.m Sheathing Decorative Finish DAMS HOMES ,o•• ••o, Allinsld®and EXTERIOR outside corner will �� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 CEMT. FIN, WINDOW UNIT ° need to be miter ic(: 3000 GULFBREEZE PARKWAY cut and caulked all Cement Plaster butt joints need to SLOPE w accordance ° ) DIVISION LOCATION: BUILDING PAPER ITS GULFBREEZE, FLORIDA 32563 SLOPE SLOPE with ASTMC926 '0� becaulked using 0.3 in : 1 30 5 0.3 in: 12.0 in over wood 2nd Vulcum caulk for all PORT ST. LUCI E 0.3 in : 12.0 30 in (0.6 cm : 30.5 cm) (0.6 cm: 30.5 cm) floor (0.6 cm ; 30.5 cm) VI Job Information: SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING F"'--- EXTERIOR BUILDING PAPER CEMT. FIN. WIRE LATH O �+ SELF -ADHERED FLASHING 1 /2" Cement F_ Plaster�Fi�LE LO c `O WIRE LATH �'' Block W N 0) 2 1/2" Perforated ` uJ m BUILDING PAPER BUILDING PAPER o, o, Flange 1/2" Weep J N 2 Cement Screed Z Plaster : J a ' over block O J w m o EXTERIOR 1st floor J m ut LL WINDOW UNIT CEMT. FIN. Slab Install bottom ♦ Model Name / Number: edge Of weep screed 1" below 182U finish floor ♦ Plan Issue Date: 2 2 OPTIONAL DETAIL Tuesday, February 9, 2021 33 3 Note: VI KA PROJECT NUMBER: The building paper and metal lath 21-1766 SELF -ADHERED FLASHING \/�/ 7 O SELF -ADHERED FLASHING W� The FLASHING must be installed over the top of WEEP SCREED DETAIL Sheet: �� Of: CEMT. FINISH WINDOW HEAD V V CEMT. FINISH WINDOW SILL CEMT FINISH PARAPET WALL W P 1 2 the Weep Screed, SCALE: NOT TO SCALE WATER PROOF DETAILS 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL 591 bath duct to roof or wall cc w/ standard 70 cfm bath fan { CBI %W lam (AV s{8 as '+E- 6De0iAll EC3�it 50 14x8 1 N 4 2x12 r ww _ 14xB 1wcd x�xa 200 10 •� — 1, x14 rag 5 both duct E to • • f or wall c ,.e. iea:.wr.»matit.°w-ntrr,�awf�i� 1 • / • • 125 fm both fan .� Y v' • R [SS • •!' • • v S �1 1 �.1. t2 � '1� �ITk�kf�4+vh!t!/i ��R' • R • �•i 70 M", us ' ,1 �, �R • r i.i a—or.a: 1� ._ dip La r i 11! W w w • , ' • s 4. r �S y y O: N+SYi1W .44FlNifTMH_W KA.Y.Ne F 9 • .F b •k. 3' i1_.: ,.:. • '..n�:e�:•.-...Yu:sw.w_ �r:+:«_:::w w,:;"n':.e,K,..�+.a:..:,..<...r,:�w<:i i 12x6 1 wcd 155 p! - 1 1 aloeeeaax Mo 1 ' 1 - trt r.�W.19n 3.0 TON W/5KW @240V 1 PH 18x13 plc scale :1/ 11_1101, platform yl bldr NOTE TO BUILDER: UST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grill siXed in compliance with Florida Residential (Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 +xlt?itisfit3 . 1. 4" dryer duct to roof cap ,ia/dryer vent box ..IMIJIM••i A0 J9W i _.... .. .. .. • l �.�,�. �� E1 ..— �4iiDd HR31dR-744S 5 z ® 1 RLIILL-"Owr Aril. EUVAIMNS AREA CALCULATIONS Us i"kqAq XMIJ, PVA7iy�#'� 7i44�. o o �- a i v C1 REVIEWED FOR CODE COTAPLIANCE W LJJ O 5 O C/) _ ry _ W Q O 3: Q —1 f z Ci oo CV O 1 CV m Lu > z z o w Q m 1-- Q J O D Q 0:� mCL__jcno® 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.