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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE;l- TERMITEPROTECTIONSHALLBEPROVIDEDBYREGISTEREDTERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, CODE CRITERIA SHT NO: TITLE `)I,f BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE_ STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" -------------- PROTECTION LABELED FOR USE A$ A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. NFPA, NATIONAL ELECTRICAL CODES (NEC 2014) & 7TH FBCR Ch. 3443 TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 31&14) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LE S OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) NOTES: S. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70 OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) 8E SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE USING ADDITIONAL CROSS -REINFORCING TIED TO FOO1 ING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH MUSE A DIFFERENT AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL - 2015 EDITION ARE REQUIRED To BE FIELD TREATED TQ PREVENT INSECT INFESTATION EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL S. WHERE PROJECT BE LOCATED KNOWN RADON GAS PREVALENT AREAS, APPENDIX OF THE BUILDING CODE 7Nh. EDITION (2ON IS 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. . 3 T P.S.I.FLORIDA BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE M E ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: R703.7 EXTERIOR PLASTER. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-M4, WITH A MINIMUM NET COMPRESSIVE (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (8) LOCAL STATE AND FEDERAL BODIES INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 STRENGTH A 2000 PSI (Pm = NFO PSI ) 2, MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM 270-14A. AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT.28 DAYS DEFLECTION CRITERIA 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. R70OF LATH A .1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF MATERIALS. EXPANDED METAL OR WOVEN WIRE 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE 11 GAGE AILS HAVING 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, ROOF RAFTERS LL/180 TL/120 , STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. WHICH EVER IS LESS. REINFORCING SHALL 8E PLACED IN RE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LL/360 TL/240 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MSO5 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS * * LL/360 TL/240 R703.7.2 PLASTER. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR FJOIST*** LL/480 TL/240 PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR *TL MAX 2" UP TO 4OFT SPAN CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. **TL MAX 3/4" CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OTHER 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. s** TL MAX 1/2" FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIVI DED 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. TOTAL THICKNESS Is AL SET N TABLE (IT GENERAL ROOF LOADING CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE PLASTER ONCE WOOD CONSTRUCTION OF THE TYPES LISTED IN R703.7.2. SHINGLE METAL TILE HEAVY R703.7.3 WATER -RESISTIVE BARRIERS. ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) EA 1. ALL EXTERIOR WOOD STUD WALLS, BRING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE TOP CHORD LL 20 20 20 20 WATER-RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL IE W PERFORMANCE WOOD -BASED SHEATHING SHALL INCLUDE AWATER-RESISTIVE VAPOR -PERMEABLE BARRIER WITH A ER RMANCE SHALL BE USED. AT N A MINIMUM, ALL WOOD STRUCTURALFRAMING MEMBER SHALL BE S.P.F. S L 92. TOP CHORD DL 7 7 15 25 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED OR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OFT E CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD LL* 0 0 0 0 (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 3- ANY WOOD FRAME INTERIOR BEARING WALL STUDS TH T HAVE HOLES IN THE CENTER OF THE STUD R T01" DIA.. SHALL HAVE STUD PROTECTION BOTTOM CHORD DL SO 10 10 10 DIRECTED BETWEEN THE LAYERS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING INES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF) 37 37 45 55 4. MANY OF THE NEW PRESSURE TREATED WOODS USE EMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BOTTOM CHORD LL (OPT) R703.2 WATER -RESISTIVE BARRIER. VERIFY THE TYPE OF WOOD TREATMENT AND TO SELEC r APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAK$, COMPLYING WITH ASTM D226 FOR TYPE 1 CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR E TAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. ATTICS W/ LIMITED STORAGE 20 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EAR H OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING Z VALUES U.N.O. BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.OE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: DESCRIBED IN SECTION R703.1. ROOF DECK: PLYWOOD C=C/C-D, EXTERIOR OR OSS FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING. SHALL FINISH FLUSH TO EXTERIOR WALL FACE, GENERAL FLOOR LOADING R703.4 FLASHING. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 APPROVED METAL FLASHING,VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED G C MINIMUM 1 8" S A I PACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS T A I 0 ALLOW FOREXPANSION. PER R604.3.15 SHEATHING SHALL LL TOP CHORD LL 40 (PSF) COMMENTS: FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD OL 10 (PSF) WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY It BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME iS 15FT, AND FOR 2 STORY HOME 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 5O W 27.6 (+) 27.6 10 (-) 29.9 1-) 37.0 (+) 25.5 (+) 26.5 20 (-) 28.8 (-) 34.4 O aQ 50 (+) , 24.8 ! (+) 24.8 ® I @ O 27.1 O 31.1 lay 0 0 Y 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'.0" x T-O" iV-d" x T-0" (-) 51.3 (+) 24.3 (+) 23.3 0 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE 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 WIN0.B0 URNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 H VAC p 70q rr A. v'N o®� �P•.•�N•S E � NCO g ..9 Of 10 � 0 .,�*1 N P •.,,� S 1Ot`t i m "a ro v w .ohp n0Eli �•W Q INSTRUCTIONS, METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING 3 z w SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHAM BE APPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL P E' U'RES m � IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF) s` = Q .. W 4 BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER _ LL B� a y SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN P= VIP •� oc 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 g a � I � a i o 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. w $ a E IY g f m 9 C o C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 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: ar M2 m < dt 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) a ' @, 0 STO THE 9 b CO APPROVED F LASH NGS SHFACE OF THE ALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSRIOR WALL FINISH. 4. S ELENG VATIONS TIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS R PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER SNOTED ON THE PLANS. ARE NOTHOWN, BUT SHALL BE DESIGNED BY BALCONIES OVER 100 SQ:Fi 100 (PSF) B LLg 6 J • EXTERIOR WINDOW/DOOR OPENINGS. _ THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. - LIGHT STORAGE 125 (PSF) Zg &$ LIBRARIES ' * www.roservc.cau ❑ ❑ ❑ • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 8. 'BI?'SIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) • UNDER AND ATTHE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. .STACK ROOMS 150 {PSF) • CONTINUOUSLY ABOVE ALL. PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, Z o M • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/ORBRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL 0 HAND RAILS (d) 200 (PSF) Z N CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND. APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) • AT WALL AND ROOF INTERSECTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) Q L • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) °- UPLIFT CONNECTORS FOOTNOTES z N 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG t!1 0 M TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARIN WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOP. QJ H e NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR P. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A a + w c MORE INFO. '.. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO J. SQ. FT. - O w g FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: (qC4 1. MISSED "1" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING, SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It IS the Intent of Designer/Engineer listed In the tltleblock of these w o 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 "- t PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to an _ m 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 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 � c � v o INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY. BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Des(gner/Engineer are not ¢ N 6 '0 � PRIOR TO APPLYING THE EPDXY. ALLOW TH E EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, . The on gn misinterpretations DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: .undetected and not reported to the Designer /Engineer prior to �' DAMS HOMES 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. undconetectedn. All construction MUST be in accordance Engineer the TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OFTHE information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) aA"x 21A" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE _ Information found i these plans should directed our Quality FLORIDA CONTRACTORS LICENSE N0. CRC1330146 MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 L85 (USE (2) MTSM1RESPONSIBLE 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 6 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS Assurance Mangerr immediately. No backckcharges will11 be considered MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAMS O W/ (4) 1/4" x 1 1/2' SDS SCREWS AND (5)1/4" x 2 1/4" TI TENS ONE EACH SIDE OF TRUSS, TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE,MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER for reimbursement by the Des 3000 GULFBREEZE PARKWAY PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER Igner/Engineer without advanced NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY nMEFOR ANY REASON. notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 MISSED, CONTACT THE FOR FOR SUBSTITUTION. Payments will be made In accordance to the terms of the agreement DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT ST. LUCI E 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 SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. D 3 `'-f 9 Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. e2 tv 7' J i- MASTER REVISIONS REVIEWED FOR � COMPLIANCE DATE DESCRIPTION ST. LUCIE COUNTY 13OCC ES ( 0 n low// 3( RECEIVED W Of Northwest Florida■ �2 12 EEB 12 2020 7 m N 3 LST'-^ r`ountY, Permitting U m M ® _ a .I Q :D o JMU)cn oo u ® Model Name / Number: 00 GULFBREEZE PARKWAY GULFBRENZE, FLOND& 32563 2508 9LE COPY . I Plan Issue Date: Monday, January 11, 2021 FM VI KA PROJECT NUMBER: MODE',.mL 2508 3CF 20-9739 Sheet: � Of: COVER SHEET 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B +27.6 / -29.9 I ( B ) +27.6 / -37.0 Ilm BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS . LUMBER UPLIFT TOP aOTrom SPECIES CAP.(P10 [MMKSPACING 18'(2)16d TOENAILS (2) SBd TOENAILS SPF NOUPLIFT SP2 W/ (6}10d SP1 W/(8)10d M'F 402 18'STUD, (6) Tod PLATE STUD, (4) SOd PLATE 18' PLATE SPF 803 -In 6) l d MD 4 10d PLATE 513W4 16" (2)JM TOENAILS (2)16d TOENAILS SYP NO Up Fr BW5 SP2 W/t6h1Gd SPi W/ (%IOd is' STUD 8 10d PLATE STUD 410d PLATE EYE, 439 (2) SP2 W/ (6)10d SP3 W/ (6)-1 Od SW6 Is" STUD a 10d PLATE STUD 4 SOd PLATE SYP 878 BW7 12" (2)16d TOENAILS (2)16d TOENAILS SPF _ SP2 W/ (6)-1Dd SP1 W/ (BklOd 12" STUD,(8) 10d PLATE STUD, (4) 10d PLATE SPF (2) 8P2 W/ (6)10d SP1 W/ (6YLOdBW9 dNOB 12" STUD, (6)10d PLATE STUD, (4) iOd PLATE SPF BW10 12' (2)16d TOENAILS (2)16d TOENAILS SYP STUD, BW11 12" (6) lOd PLATE STUD, (46}SOd PLATEL SYP 565 10d (STUp6 /IW SPI W14610d BW12 12" PLATE STUD, ((0) PLATE SYP 1170 BW13 NOT USED --DOUBLE 2z TOP PLATE TOP OF WALL,/ SEE PLAN --qV' MASONRY WALL OR ICF WALL SEE PLAN 2x SUDS PER DOUBLE 2X HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/83 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MS03/5­1 FOR NO UPLIFT CONNECTORS BRG WALL TO 7 INDICATED IN V409 CAN MASONRY WALL BE IGNORED. 0 CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ 12)12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION .� - PLAN FOR MORE 2x P.T. W/ 1/2" A.B 0 32" O.C. W/ 7" INFO EMBEDMENT OR I/2'A.T.R. W/ SIMPSON SET W/ .. SW=SHEARWALL MIN, 7" EMBEDMENT PAST STEP DOWN: ;REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HE 0 32" O.C. ' 7/18- DSB PLYW'D W/ SAME IN 11 AND EDGE. WALL DETAIL ENT W/ed NAILS EDGE. G GENERAL NOTIE#8 SEE ,E,RG. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF92 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF'BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFOS/83.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO RRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6.IF"SW" IS INDICATED THE WALLIS CONSIDERED A SHEARWALL AND REQUIRES MIN. 711W OSB PLYWOOD W/ 8d NAILS AT 4- O.C. IN FIELD AND EDGE TO III SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS INDICATED WITH THE DWI. SWA, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING. THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. SOd= O.SAS" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) Cl (3) 2 x 4 #2 SPF (4) lad TOENAILS 0 DTT2Z W/ 1/2' WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4".X 11/2" 2145 BIDS SCREWS (3) 2 X 4 SYP #1 OR (4) - led TOENAILS 0 DTT2Z W/ 1/2- WEDGE 2145 a(4) 2 x 4 SPF #2 ANCHOR* & (8)1/4* X 11/2" SOB SCREWS C5 4x4P.T.#2 ABU44 W/5/8"ATR** S_Sm 200 SYP POST & (12) - 16d NAILS 6x 6 P.T.#2 ASU66 W/5/8"ATR** G-12000 SYP POST & (12) - led NAILS U - 2300 8z8P.T.#2. ABU88 W/(2)-5/8"ATR** 0=24335" Ci SYP POST & (18).16d NAILS U = 2320 CB 3.5 x 3.5 P.L. 1.8E Po=2400 PSI HDU5 SDS2.5 W/ (14) 1/4' X 21/2" SDS WS & 5/8' EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L HDU5-SD62.5 W/ ILA)1/4" x CB I -BE Fb=2400 PSI 21/2' BOB WS & 5/8' EXOPY 5646 WOLMANIZED IF EXT. ANCHOR, OR ATR** C10 3.5 z 7 P.L 1.8E Fb-24DO PSI HDU&5DS2.5 W/ (20) 1/4" x 21/2' SOS WS & 7/8' EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** Cd1 5:25 X 5.25 P.L. 1.8E Fb 2400 PSI HDUeSDS2.5 W/ (20)1/4- x 21/2' SOS WS & 7/8' EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 X 7 P.L. HDU&SDS2.5 W/ (20) 1/4' x C32 1.8E Fb-2400 PSI 21/2' SDS WS & 7/8' EPDXY 7870 (WO, IF FXT. ANCHOR OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH LINO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3, NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2' ATR 6" EMBEDMENT FOR 5/8' ATR 8" EMBEDMENT FOR 7/8' ATR S. IF 101 COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6, SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (LSE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA / LENGTH PNEUMATIC GUN COMMON w- GUN APPLICATION NAIL DIA,-LENGTH NAIL SPACING ad 0.131' X 21h' OAX' X 2'A" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148- X 3" 0.131- X 3" SEE PLAN BLOCKING & TOE OA48" X 3'A" 0.131" X 3.4' NAILS & TOP PLATE 12d 0.148" X 3'A" 0.LU' X 3?A• a• O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS IOd 0.148" X 3" 0.131' X 3' 8' O.C.(COMMON) SAID PACK a" O.C. GUN L COLUMNS 16d 0.162" X 31h" 0,iSL' X 3 M* (2)18D(COMMON) ISEE PLAN (3)16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) 4�(2) >. OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER. USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 2 z 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) M BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12tl NAILS 4912" OR (2) SIMPSON HETA36 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2)- 2 x 12 #2 SYP W/ 7/16" - CONNECTION: PROVIDE (2) OSBFLRCH PLATE. NAIL SIMPSON LS7A24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12"'. OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (21. 1 3/4' x 12. 1/4" LVL CONNEC ION' PROVIDE 121 2.0E Fb=2600 PSI, NAIL BEAM SIMPSON LSTA24 OR (2) TOGETHER USING (2) ROWS HTS20 TOWOOD POST 1/4' x 31/2° SDS WOOD OR OR (2) (2) SIMPSON HETA16 TO CMU SCREWS 016" O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2) - 13/4" x 117/8' LVL 2.0E FlY2600 PSI. NAIL BEAM CONNECTION:. PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (21 1/4" x 3 1/2" SD5 WOOD SIMPSON HTS20 TO WOOD POST SCREWS 6 16' O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (21,1314' 116' LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE W M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4' x 31/2' BOB WOOD SIMPSON HTS20 TO W00D POST SCREWS 016" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL, U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES I. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4• BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS S. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET H2 WIGENERAL HEADER NOTE #5 1 2" FL TCH PLATE TH S SHEET O(2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 WI 1R" FLITCH PLATE THIS SHEET O(2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET (3) -1 3(4" X 11 1/4 ATTACH TOGETHER W/ (2) ROWS 1/4"X 3 1/2 H5 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 1T D,C. TYP: EACH SIDE (2) - 1314- X 9 114 ATTACH TOGETHER W/(3) ROWS 1/4' X 31/2 H8 LVL 2.0E Fb=2600 PSI BOB WD SCREWS @ 16" D.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS& STUDS RED. AT OPENINGS OPENING 2x4 WALL 2X6 OR 2z8 WALL JACKS KINGS JACKS KINGS SIZE FA. END EA. END EA. END -EA. END (1) (2) (1) (2) 4'-0' . 9'-0" (2) (3) (2) (2) -16'-0' (3) 1 (4) (3) (4) GENERAL HEADER NOTES 1, VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE tat FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS LINO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED. HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.o. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. I SHWR FLOOR PLAN SCALE: 1/4" = 1'-0" ELEVATION "CR" cc-) +26.5 / -28.8 1 CD � +26.5 / 34.4 1 +24.8 /-27.1 I ( F ) +24.8 / -31.1 f f2 1 +24.3/-27.5 I(t) +23.3/-26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE WALL LEGEND FRAMED WALL BEARING FRAME WAIL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES R302.5.1 Door from garage Into house must be a minimum 1 3/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable, Ventilation shall be permitted to exit through the sofflt If solid soffit Is Installed 5'-0" on each side of the venting. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage aide. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.91 type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent. R312.2.1'Window sills In dwelling units, where the top of The sill of an operable window opening is located less than 24 inches above the finished floor and greater than 72 Inches above the ffnlshed grade or other surface below on the exterior of the bullding,.the operable window shall comply with one of the following [3 listed methods]. R308.4.2 All windows Within 2'-0" of doors and In shower or tub areas will be safety tempered glass. Calling for exterior entries and covered porches to have 7/16". span rated OSB. nailed per zone on roof diagram nailing schedule or 5/8' COX. 1X T&G acceptable for substitution. ' EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods Specified In sections M1502.4.5.1 through M1502.4.5.3 Ceilings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ Sid nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications REVIEWED FOR CODE COMPLIANT ST' LUCIE COUNT BOCC ■ ILE COPY AREA CALCULATIONS LIVING 2523 S.F. TOTAL LIVING (AC) 2523 S.F. GARAGE 620 S.F. COVERED ENTRY (BASE) 177 S.F. COVERED PATIO/LANAI 200 S.F. TOTAL AREA UNDER ROOF 3520 S.F. eeluuurrr %N .. TO... rS s��1 GI"Is S E + (7 \ 0 +�:v 6-I$ Li z -jK ice: A \�+• • �. '�9 "• L0�•'� 0 F Sc Oar rill i93/1/e i S' N 9 w s. m 9 gyw gm IA 1, u u Fr® eg o C�L li re N Lu a... W` It fl ', Lq w U7 Lq IF tZ2g� IS , 1 `a w p�n8 M - II' lE 1s "gs 2 o_ LL �$.� �'� wwr,.FnslwG.caru ❑ ❑ ❑ 0 z Z8 g a -1i- Z 04 t!7 0 w U -� 0 xD f C �raL U v g s Q N Cw�D FLORIDA CONTRACTORS LICENSE NO. CPC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: elf O m a)LO LU i c) N N YN 3 n 4) m U Z U M W M O- - ®JLLJ��� JmCnV) ® Model Name / Number: 1 2508 I ♦ Plan Issue Date: . 11, 2021 IVI KA PROJECT NUMBER: 20-9739 I Sheet: Of: I FLOOR PLAN r C/0 �L2" VTR TUB W.C. LAV. LAV. D.W. SINK 3" 4" JII 3" LAV. W.C. C GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONIC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUPS INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) 45 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTG DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SUDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403,1.4.1 THROUGH R403.1.4.2. 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4' STEPDOWN TO SIDEWALK FROM ENTRY 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 EQUAL LIFTS NOT TO EXCEEDING 12'.THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. FOOTING SCHEDULE MARK SIZE DEPTH I REINFORCING GRAVITY CAP. Ibs F1.0 11-01 X CONr. v-0' 2 U5 LIN, BOT. 2000 F2,0 2'-0" X 2'-0" 1'-0" 3 05 E.W. BOT. 7200 FF2.5 2'-8" X 2'6' 1%0. 3"E.W. BOT. 11000 F3.0 3'-0" X 3'-0' 1'-0" 4 45 EW. BOT. 16600 F3.5 3'-6" X 3'9' -.1'-0" 4 65 E.W. DOT. 21500 F4,0 4'-0" X 4`0' 1'-0" 5 #5 E.W. SOT. Yep00 F4.5 4'A" X 4'8' 114" 5 45 E.W. BOT. 345DO F5.0 5'-0" X 51-0' 114" 8 #5 E.W. BOT, 42500 F8.0 8'-0" X W-0' 1'-0" 7 45 E.W. BOT. 615M LEGEND LJ -INDICATES SINGLE -STORY FOOTING ® -INDICATES TWO-STORY FOOTING - INDICATES PAD ROOTING 0-Alwr��"l LAV. LAV. I %�� C/0 2" VTRj� 311 TUB C. 4'v i L.T. TO SAN. �1 WASH. SEWER PLUMBING RISER NTS SHWR. 4 10'-10" n IN 12'-2" ■ III ■ I '.. ■1111 1111 ■ N 1.110. I 1 ; ; I ' F3.0 4" PATIO SLAB ' FM01 �B BB �. FM01 ; ; - -TUB/SHWR ,-I W/8" x 8" THK'N ; 3.1 °? iN ��-------------- ' ci I '0 3.1 I EDGE ti 3.1 1 ' 1' - • - 5 1 ' / 4'b" 2'-S" 1 16,_7" EO \W/",` I I 4 131 I w 1 1 �P w �j LAV. 4" STEPDOWN A V ti Ily ' 'impp II LAV3.1 c. QY ; - a 3.1 ; ell "i p ♦ ay v SINKi i 1IIn OP. ; ♦+ �. v ; 12'-9" N 4'-1" 30:4" 8. 7" 2'-14" I 1 ■ T '------ ----" •---- ----a- of g 1 ■ ; LLB ��J LLB �J ; Y I LAV LAV , It I I 1 FM 1 i0 1 4'-S" 7'-6" 0 iq i» 1 3.1 C , ■ LAV HVAC I w o ' 1"r. 1 W/O FM1O r-------� ' 3.1 r- -- - (O I 3X5 II. ,� N Q ; LLi'S�,Iji11 SHWR II i a - _, _ ' PROVIDE CHASE. FOR HVAC UNIT jjjj ; �jjj ,. ♦1'..I ' W/C - _ '-----------y_____ ----__-.___, PRIMARY A/C LOC. -.- _ _ _ :.0 °P FF �� ^ AS PERMITTED BY LOC. ORDINANCE jjjj ; jjjLj w _ ; _ _ _ _ ti , '1 .,¢� I F I `TUB/SHWR I ' 71.01. `Idd;lll S DRYER I ofr gI " N III;` jit 1 3'-10" I I,i ll I 1 - I I111 I f , - - `-.__'_------- 'M ♦ 11I I, --------------i----�'-d -----.------- W.H: 1! M715RE FM 1 3.1 I ' ,.1 3.1 1 ' 4"ST OWN ! - -' FM11 F •----- -------- 4 �-' ■ :-, ■ I m aD F3.0 3.1 I ■---�---------- I 4" STEPDOWN ■ ■ 1 1 ■ I 1 1 -FMO1 - , 25'-4" 3,-4I , ,_2" 7.-0" 3.1 I , r.R YW "I¢ n q I o BCco FM i FM02 n 3.1 1 3.1 ; 3'-8' 7'-0" `v .J. SEE NOTE 6 ; 1 (V m T (D ' 1 c{ Z W 6 1 ■ � 1 � 1 F2.5 FM03 F2.5 FM03 F2.5 3.1 12'-9"HOSREE CAP. COPY B BBE ; , 9 -4" 5" 8'-8" 5 13'�" 4 � 1 FM08 t --------! mi ------------------ ----------------- ---------! ON ■■ ■■ no A I 14'-4" FOUNDATION PLAN SCALE: 1/4" = V-O" ELEVATION "CR" gar C�" cc g�15gg 00 F � � N AN�nE a a S n 4 . w g ¢ e� oS� 'F `'13 IL:4 d ¢a k 6 a 2 C m W 5" ■ U m ,,2g 9 WWW.FDSENQ.COM ❑ ❑ ❑ z z o Z N $ Z y Q Y J � a `i - In Z C � w o V -w Q w cJ - C" F 0 � F U�,1p{joY� ' ,. QfV o0o0 �W r Ft ORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY IiULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information' O Z 9 m W in a 0 O) M N f+) Z N I- 'e 0 M v a (]JWZ) J m (n U) Lam° Model Name / Number: 2508 Plan Issue Date: Monday, January 11, 2021 KA PROJECT NUMBER: 20-9739 Sheet: A Of: FOUNDATION PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. GRADE REINF: SEE PLAN cD 0 z (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. 8" OPTIONAL CURB FOR F F VARIES MASONRY @ELEV. O'-0" , `' ;a" ' — ' ' — W/ (1) - #5 BAR CONT. ,r•k S..�.k t�� R. N g r o 1 2 STORY: 20" X 20" �' �• REINE.' N W 3 - #5 CONT. 6" (2) #5 SEE PLAN • 15 REBAR BEARING (2) # 5 REBAR* FM01 SINGLE STORY FTG 1/2"=1'-0" FM02 I SECTION @ GARAGE 1/z"=1'-0- REINF. SEE PLAN F_F, #5 REBAR FM03 I THICKENED EDGE 11/2"=i'-D" =r-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. 2x BRG. WALL IF GREATER THAN 24" CONTACT FOR OR (SEE FLOOR PLAN FOR REFERENCE FMASW FOR STEM WALL OPTION MORE INFORMATION) PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. A. GAR. FIN. FLR. ALIGN DRIVE W/ BOTTOM OF p (2) 45 REBAR RECESS & PITCH DRNE N :.' 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W 3) - #5 CONT. 2 STORY: 20" X 20" JOINTS 10' O.C. TYP. 16" (2) #5 REBAR W/ 3 -#5 CONT. FM09 I SECTION @ GAR. DOOR 1/2" =1'-0" FM1.0 INTERIOR BRG WALL 1/2" = 1'-0" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W 3 - #5 CONT. FOR MORE INFORMATION) 245 REBAR FM11 STEP DOWN BRG. 1/2' =1'-0" = 1 SEE PLAN OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x 16" ual SEE PLAN ELEV. WITH CURB v~i TYP. SEC. BAR (1) #5 BAR CONT. �.�. 8" ,I• (G.C. VERIFY) � ", �•� . , F.F. REINF. f �p (SEE PLAN) d 2 #5 CONT. INSTALL LINING',..* ; w v 2 #5 BENT BARS W/ MATERIALS PER ''r y N MIN, 25" LAP SPLICE FBGR P2709.2 -• MUDDED FLR.$ �ISLOPED TO DRAIN - -• • #5 CONT. FM14 I SECTION @ RECESS SHOWER 1/2"=r-0" FM18 TYP. STEP FTG. DETAIL ALTERNATE: REINF. THE REINF. BARS SHALL BE #5 CONT REINF. GRADE SEE PLAN CONTINUOUS AROUND CORNER SEE FND. FOR BY COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 25"' aD #5 X 25" X 25" CORNER BAR ONE c0i E FOR EA. HORIZ. REBAR TYPU NO iv H mwm�6 n a aW®LL W u) 3 0 s �2 z ■ U 'A WWW,FDSMQ.COM ❑ ❑ ❑ ()I z n z 0 z N Z J N a _ LO z N t/1 m 0 w g 1/2' 1'-O" V) ai (-) N E W L U IBM`— U Q N O UD (2)#5 REBA 16" VIE"E, - A W' A/C CHASE 4" PVC SLEEVE 2 ST6R1a//��ftD YF1O 0M THRU FOOTING W/(3)S►fi•CONTUCIE C_ FM19 TYP. CORNER BAR DETAIL i-1/2"=1'-0" FM23 TYPR FIND PENETRATION LL�� V _ STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM F.C. SPACING (D.C.) d 1 STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT (h) NUMBER/SIZE OF BARS IIN LAT. STEM WALL 0'.0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 61E" >2'-0"-3'4' 10" YO" 20" 24' W/. (3) #5 BARS 674# 5'4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4',0" >4'-0" - 5'4" 16" 16" 48" 48" W/ (5) #5 BARS CONT. 1162# 2'-8" & #5 0 18" D.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL KInTCC- SEE CHART ABV. -MAX. F.C. SPACING (O.C.) W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED 1 EA VERTICAL REINF. BAR—" *4TURN BARS STEM WALLS GREATER THAN 4'.0• (1) #5 HORIZ. CONT. TIED 1 EA VERRCAL REINF. B RN GRADE S" MIN. TO TOP OF STRIP FTG. COMPACTED CLEAN FILL IN MAX 12' LIFTS i STRIP FTG. W/ QTY OF REINF. PER SCHEDULE COVER FMA W 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" FIBERMESH CAN NOT BE USED AND C. ABV. FDN. #4 TURN BARS ARE REQUIRED ! EACH FILLED CELL LOCATION, EACH BAR TO IN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0". INTO SLAB/ STEM SEE NOTE 3.IF STEM IS. REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #9 CONSTRUCTION FOR MORE INFORMATION 4, G,C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE „18 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" c D.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" g, h * TALL (TYPICAL ALL CORNERS) c. 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. 8.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. WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R403,1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL Nrrs FLORIDA CONTRACTORS LICENSE NO. CRC13301 3000 GULFBREEZE PARKWAY )GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE`_ rI Job Information: I..L. j Z O M c c W 0 y m zM N m o. 1-"NeUm 0 J W Z) M LL J m (n (n Model Name / Number: 2508 Plan Issue Date: Monday, January 11, 2021 KA PROJECT NUMBER: 20-9739 Sheet: A w� 3■1 �O` FOUNDATION DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GIENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 2,508 x 3 = 7524 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. - 36,524 SUBTRACT 100 % OF FIRST 10,000 10,000 A= 26,524 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" _ 00 x 26,524) =10,610 +100% OF "B" _ (20,000) = 20,000 TOTAL WATTAGE = 40,610 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 170 200 AMP PANEL PROVIDED INSTALL FAN BOX PREWIRE U INSTALL FAN BOX PREWIRE INSTALL FAN BOX PREWIRE , , , , , I 1 , I �JI _ -"I�{j"/ INSTALL FANID / " - NSTALL FAN BOX PREWIRE / ' BOX PREWIRE WP f GFI 77 1 _ -FOR HOOD II I P- - I /� CM t II d I C_DR"Q_) FOR D/W FAN I f PREWIRE." / V t N w CM � GFI --------------------- ` Lu \ rI INSTALL FAN BOX PREWIRE NOM5a i I I It I I — — — — INSTALL FAN BOX PREWIRE WP GFI \ \ , o v1 NOTE: / KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE, REFER TO ELEVATION FOR TRIM. ' HOSE Fl / BIBB 42" _ COACH COACH LIGHT - - _ _ — _ _- - --- - '� COACH LIGHT ri1 , OE�220 11 220 i ----- - -- - -_ _ GFI III W.H. Li _ i U ___________ • J ELECTRICAL GFI I \. w PANEL 0 42" \ / I NOTE: w LOCATION OF METER AND PANEL BOX TO BE BY BUILDER. IF NO GARAGE SEVICE w DOOR IS PROVIDED A DISCONNECT SHALL I BE ADDED AT METER LOCATION. ATTIC ELECTRIC t I / IF REQ' D BY CODE \ , GFI GFI GFI 11I FOR GARAGE DOOR OPENER FOR GARAGE DOOR OPENER ,________________________________________- -------------------""" I , BIBB ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELEVATION "CR" ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2"AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE, 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 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). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL UE 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 EXTEFIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT A(;CEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501..17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUtSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OFTHE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OFTHE OUTLETS UNLESS THE DISTANCE FROM THE `;INK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR $ SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH % FLOOD LIGHT $4 FOUR-WAY SWITCH �/ iJ $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE a CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT W ' g DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT t=Y 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL NO T.V. CABLE OUTLET L= DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX WATER PROOF RECESSED LIGHTING TO THERMOSTAT lftl BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFYFINALAMPS NEEDED SAMEASUNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 2D0 = 2/0 COPPER OR 4I0 ALUMN. IN 2" CONDUIT METER MAIN E200AMP DISCONNECT A/C DISCONNE UNDERGROUND Y SERVICE BY POWER COMPANY 01 RTO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # BTO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED (;ROUNDING ROD W/ MIN, 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. 311 -p N U) Lo W r g�n F Nm V m LL LL -Bmgti W=Nh QC"LL� LLt a W ���ri,LP ti y �av5 6 $n s.0tu'' LL WA WW��� 2H m o m m d 'E� B a K n 0 ma �` a° 2 U J N ❑ ❑ ❑ �WNM1}Y.FDSENG.COM W z z Z o n a l� _ Y z N 170 oY 0 w � c ei =tn -m ' C)�I\r}�1��j.. V t5 I tL h m '^ ¢ ,y ® r%ARNC LJf1MCC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY OULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: Li 0 j z o�0) m14 Lu 0 (0 y a+ N � N M U z N 3 m 3 M a� O _�y3-� W l' �L�u/'� J L.I.J V / �Z�/D� (n Model Name / Number: 2508 Plan Issue Date: Monday, January 11, 2021 KA PROJECT NUMBER: 20-9739 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / $00 / 2 * 144 = net eq Inches of venting needed equally for Intake and exhaust EN. FLR, TOP OF BLOCK DEL 25 SH 48`OFF RIDGE VENT LITE TEXTURED Li 23 SH CEMEN TIOUS COATING 25 SH DEL 3050 SH 48" OFF RIDGE VENT 48" OFF RIDGE VEIVF 2868 12 6 TOP OF RLO_ W'DOW HEAD HGT FIN. FUR. RIGHT ELEVATION "CR" SCALE: 3/16" =1'-0' 2650 SH 1 2650 SH F.F. 12 6 LITE TEXTURED CEMENTITIOUS COATING 12"x22" SCORED DECR. LOUVER W/ 4" BAND 49" OFF RIDGE M7 TOP OF BLOCK W HEAD DO ---HOT —___—_—__.__—____ __—_—_ 0 ro a FD LITE TEXTURED CENIENTITIOUS COATING RN. RA. 25 SH 25 SH 25 SH TOP OF BLOCV 00 0p FIN_ FLR. REAR ELEVATION SCALE: 1/4" =1'•O 16x7 OVERHEAD Bx7 OVERHEAD I Soffit product provides 4.12 net sq in/sf Ridge vent provides 18.00 138,00 net sq in / If net sq in / sf Off ridge vent provides Overhang distance 1.33 ft S.F. of Area to be vented (SF) 3520 s.f. Total needed for exhaustfor upper 1/3 845 netsginches Total needed for intake (soffit area, lower) 845 net sq inches N umber of.Off Ridge. Vents for upper 1/3 needed 6 L.F. of Ridge Vent needed (can be used in combo with ORV) 47 Lineal Feet o" fit needed to meet required 154 LineaLS.F, prwvided by plan. 223 � OFFRIIX£VM DEL 26 3068 DOOR WITH (2} 16" TRANSOMM ABOVE 12" SIDELITES & ON HIGH COL 16"TRANSOM ON 28" HIGH FIXED GLASS ABV BASE (2) 4E"G RIDGE VENT LEFT ELEVATION " M' SCALE: REVIEWED III CODE COMPILI T. LUCIE CC! 8CCC' FILE kvet IttT111111111 Qeae��0 T0p:I, r: Flo N q1 %% `—a a1 m c O II IE I to Nr O 491 � ~B c t"gm F. Dun O00 r00 - gg D8 65 Ii 12 Ii a N"p O 3dC 2 a a � ri 2, 13 �Ig"n8 r Wpm_ & �.w 3 }I ' LL ul m DO d a a $ 0 DO oto r w V .FDSENG.COM.01 ❑ ❑ ❑ UI Z 0 ZEli g � a � I a In (lam Z rJ` Il�lI1/,l` 'I U M h LL 0 W O W vT c , Ln n _ U E 10 = 5 � n I' DAMS HOMES FLORIDA CONTRACTORS LICENSE CONTRACTORS LICENSE NO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE r Job information: a z �m� C Wo 0 °' L v z m N 3 V m m a .s OM Q O W (n 00 LE ' Model Name / Number: 2509 r Plan Issue Date: Monday, January 11, 2021 KA PROJECT NUMBER: 20-9739 Sheet: 5 Of: ELEVATION - CR SEE DE G.C. TO PR( BLOCKING' W/ APA RE( FOR SPAN F 7/16' OSB SEE "HIP/R BLOCKING" ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS ib/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT RE UIRED AT HIP CTIONS i k1q I Ni' NINON �u 0 NINE t IL mill BOTTOM CHORD GABLE END BRACING @- LOP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" D.C. MAX FOR FIRST (4) BAYS NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS FISH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT S 25 R WIND SPEED (ULTIMATE) 180.0 MPH WIND SPEED (ALLOWABLE) 123.9.MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4:12]-[72:12j (SO FEET) {-) VALUE DENOTES SUCTION B=an awe* 1 O AREA ROOF i 2e 2n 2r 3 3e 3r HIP .37.02 51.06 -51.08 -51.08 io GABLE -37.00 -37.00 -58.99 -58,99 58.99 76.03 ZONESROOF NAILING iQUEDULE1 NAILING 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-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD T ZONE 3, 3e, 3c ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 INFIELD ROOF SHEATHING: SHINGLE: �32" EXP.1 (4120) 0 Q TILE: '32" EXP.1 (12a) 11..E ER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3B" x 0.I13") NAILS � r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN m32", SHEATHING SHALL BE FASTENED 004, WITH ASTM F1667 RSRS-031Dd (21h' x 0.131") NAILS OR ASTM F1667 RSRS 04 (3" x ,12E") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG, RAFTER W1 BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12) @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS WI BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE PANEL EDGES WILL NEED TO SE ATTACHED TO STUD AND OR SLOCIMG AT ALL EDGES.A MINIMUM �" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y. O NAIL AT BASE 2 ROWS @4" O.C. w/ Rd COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @4"O.C. W/Bd COMMON MAIL. © NAIL OPENING PERIMETER WI(2)ROWE D4"O.C. W/80 COMMON NAIL. DO NAIL INTERIOR AT TO.C.w/Sd COMMON NAIL O STAGGER ALL VERTICAL JOINTS &MAIL 04"O.C. w/ Sd COMMON NAIL. O PLYWOOD SPLICES@HEADER - MAIL SHEATHING TO HEADER .1 SO COMMON NAILS @ 4" O.C. (2) ROWS @ TOP S BOTT. O (2)SO MAILS 031O.C. TO EACH TRUSS END OR VERTICAL MEMBER IF GA3LE END. 15132, OSB - EXPOSUREI SHEATHING PROVIDE BLOCKING I II II AS REQUIRED PER I II II SECTION X-X IF NOT FULLHEIGHTSHEET - - --- ---' © FLOOR SYSTEM NOTE: Bd MAILS FOR WALL SHEATHING MUST BE MIN .T31"X2112. DO NOT OVERDRIVE MAILS: FASTENERS SMALL NOT PENETRATE SURFACE MORE THAN le (2} 2x TOP PLATE BEYOND /'� 15/3Y 018 EXPOSURE 1 / SHEATHING T II T- T 11 11 II 11 1 II u II 11 II 11 I u n N DZx BLOCKING � D If 11^�.. 1 I @ALL SHEATHING III 1 II 11 I EDGES iII C 1AA6111I I II �1 11 I D (SEE SECTION X-X) D H �i ii 11 lii 111 OPENING i it L__ L___ L_ 111 C 111 X ii li a0� III I __ J ___ - - III-_ X _11 ___II ___1 III I I N E 11 r 11 II i IIII l II II II I 2x STUDS BEYOND. WB W x� II11 IIII II II IIII tIW Ii II II II 11 II I SEE PLAN IIII fl II II II i IN II II I o� IIII wl I I 11 1 11 a rha II la I II I I u u u 1 � y- III I I I 11 I la II II 11 1 IIII II II Y II 11 11 N I IIII I I II 1 13 II 11 II I ALLSHFATHING I I. A 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 34.. 'S" - NAIL r3/S" SPACING y 3M' I� SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 2mUA �� H ru `g you 2R4 P.T. BASE PLATE BEYOND SEE PLAN ATALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TUWIED VERTICAL W/ 7/IB- FLITCH PLATE TO WI (2)12d TOENAILS EA END. MAIL FUTCH PLATE TO VERTICAL Wl (4) Ltd NAILS VERTICAL BLOCKING SECTION X-X T' O.C. TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. TRUSS PLAN TT RTT SCALE 1/4' - V-O" SIMPSON- CONNECTOR SCHEDULE LISP- CONNECTOR SCHEDULE MARK TYPE CCIINEOTOR B FASTENERS OFF SYB CONNECTOR A FA(TIENERS SPF SYP OFRAME TO IETAI6 V RS1 Odx I IN OR /SHT IBA16w1ROIIWx11WOlt MASONRY HETMOWMIOdx11IT HrA20W(10)lWxIIW 1585 1970 © FAME TO FNINME H A W (I(NM NMLS m 564 RT1A W (1ORd N ILS 516 626 © FRAME TO H1Mw1(18)10d7l1? 1016 1049 RT16Aw1R7)1Ud x 1 IW ME 102E FRAME 1110A440800d. 1 INAT 2 PLYTRUSSO OW i TI8.2 W118)10dx I 1/TAT2 PLYTRLIWES 035 IOBD O FRAMETO MTS12wft1411W.11MNAT EXTERIORNOB9U MTWi2 W(11111Mx11IT (AT E%TEMOR 1005 ii1M FRAME LOCATION INCLUDE D)12tl TOENAILS) LOCATION INCLUDE IW TOENAILS OFRAME TO MGTWJ22PMNMLSMOW ATA. W12" 333E 38q¢ MlH3T16 W128110tl NALSAND NB"AT.R.W 333E 4495 MASONRY EMBEMdENIW &MP901N ^SEA EPOAY 1TEMBEOMEMTW9IMPSON'9ET EPDXY FRAME TO 11TS20W(21)10dx11TY(AT EMBMOR 1126 131E HTW20W(A)IOdx11AT(ATE%TETMOR F FRAME LOGTIp1 NCLlAE(9)12d TOENAILS. LOCATH)N INCWOE (3)12d TOENAILS 1266 163E FRAME TO (2)HTS20W(48)$Nxl 14"IATEXTERWR Iwo 2625 (21 HTTnO wK48)1Od x 1 IM IAT EXTERIOR 257E MOST) FRAME LOCATION INCLUDE ODIN TOENAILS LOCATION INCLUDE(6)tM TOENAILS TEA) FRAME TO HUT.2w1(16)1WNAILSAN)(2)5/F ..R. HUGT2w/(IOT0d NAID LS&R)5A'AT.R. © MASONRY W12'EMSEDMENTWsMPSONB 1069E WITENBEMIOM'WMMPSON^SET TWO TIM EfO (H4T-3FOR344Y) EPDXY (IMOT9 FOR 9-PLY) O FRAME TO FGTRW(IB)1NXTSQGWO0DSCREWS MOO 4N5 RFUBW(12)W83WOOD9CREWBAND 710E MASONRY AM 1?x 6' TRENW ANCHOR SOLTS (4)TIMx8'WEDGEROLT (1) LGT2 wl(16)1Ed SIMPERS QFRAME TO A(7)W-x&IH^TTTEN2 176E 2030 b1A80NRY BEENOTEIRIBELOM d2 FRAME TO MASONRY) (2)LGT2w/(62)I8tl&NHEAS&(14) 95DOM iH'x21H"TI1aNR RYTRU99) 4080.M RILUGT2W(YJ)18d SINKER98110) 1M- T WEDOEBDLT(2 PLY TRUSS) 3100M 3100J.1 0240F D70.F x MOD* 4W),F FPAME OR (28)18d MNKEN6 FOR FRAME (El0 gN(92j iBd RNKERS FOR FRAME (EN FRMWm (41ATS MT(24) 114'x3-SOS SCREWS 4730M 851p-M (2j1-UG 3W(24)1Wx21/2-W828 5180M 705DM 3 MASONRY/ 8()YB"xSuTITEN (�PLYTRUBB)A1 5010F MMTOF BCREW6 bl41'JB'xE"W p12 PLYTRU83) (VISIT F MO-F IQ NA90NRYl (i2)i/4'x2914'TITEN (70 NAB.) INSIST) LITT 185 (12)1N`x29/4'TAPOON6 (TD MA6.) UM1090 UY850 FRAME OR(12) IN& 18) IGd(FOR FRAME) V" SY OFT (12118J&(N 11M(FORFFLAME) WNF SYP-N FRAME TO (2)IET'AIS OPT(2) HEIMO 1920 AMMO RRITTA180PTROITTA20 ID0 0 i-0LYW(10)104x11IT OR 2365 2306 1-PLY 0(10) 1 Od x 1112' OR 243E .MASONRY 2RY W 112)16tl 2-PLY W (12) IW MITI w popd NAILS AND N) 1Mk2 IMP 953 111E in"IG W N11 W NALS AND (4) 114"4 W tTm Im FRAMETO TALONS WE QE,- O HTSM20 w/(10TIM NAILS AND (4) 1MY.21W 966 1110 HTWMSO* it O)10" NA9.S MO (4) 19Y13M' TAPCONS WEDGE-SULT 1I46 1326 ©FRAMETO HIM W(8) Bdx112'MALS AND (2) MFM' 780 910 MASONRY MAN HD FRPME TO DTTm W(a) 1H•xt 10"SDSIWOD OTB-TzwUO1N'xt IwmI5VAOD O MASONRY 9(REW9AND (1)1Y6'O AT.R fPO%IEOW iD5 M* SCREMANO(1)IWIFA.XAL EPOMEDW 151E 1235 SIMPSON'6ET"SEENQTEM) SIMPSON MET" ENOTEM iD HTT6W(2M) INN I? HAUT AND (1) BW B HTT46W(M)16d#IN' NALBAID(1) ROFRAME MASONRY AT.R EPODEOw/SIA1Pe0N-SEI" 43PA 508E SRP6 ATREPODEO w/&I.PBON 9E7' - NOS SEE NOTFN MELT) BEE NOTE N WILD" 1 FRAME TO HT74W(111) INN IW HAULS AND IT) 6A` S WT46W(18) i&dx211T NALSA(Dltl 9O MASONRY ATA.EPODEDw SINPSCf113P 384E 4235 SAPS ATR EPODEDW911RSON IBM- - 416E E NOTE" SPLO BEE NOTE N BEIA O FFMMEO HIOSI IWNAILS7m 910 LUGTi W ONDWx1112'MALS HIS INS FRAME TO HM9M W (4) to"M IN SDB WOOD IGO 780 R710M W 19) IN.1 IN mu A /SSG ISMS MAs NRY 9CREW9bT511N'#i/4'TAPCONS (4)IM' x i 3M"TAPCONS FRAME7T1 V(3TW(18)1/f1Y 606 WOOD6CREW68 O MASONRY (1) SIPS A.T.R. EPDXIED W SNP90N"STEP WE 4M0 W iT MIM EWEDMENT TO (2)VGT W IN)IN-0SDS WOOD SCREWS WOFRAME MASONRY a QJ 6I8'B AT.R H omm W&MP&UN 5170 TI86 BET' W tT MIN. EMBEDMENT OFRAME TOHUW-9D92.9 VGTW(18)V4SB'SDSVV000SCREWSa W(10) 1MXl IN SU9 WOOD WIS 4MB MUOT15W122)t00 NNL88MT46 W(111) - 41M FRAME SCREWB&I1)&6'BAT.R tOd NML9&(1)6M"9AT.R. OFRAME TO (2)H1115 wl ON 1& 2In' NAUTA 4375 50W R/6 (2)HW(SIT I&FId IT MMLS 50115 FRAME IT) SAPS A.T.R(SETS NOTE al) &(I)518.6AT.R(WENOTEN) - n " 1 CONNECT ALL FLOOR TRUSSES TO INTEPoOR BEAPoNG WOOD WALLS I BEAMS w/(2) Im TOENAILS. 2 AL TRUSTS TO TRUSTS CONNECTIONS ARE PROVIDED BY TRU98 MANUFACTURER, u.N.0 ON PLAN. 3 G.C.MAY USE EITHER SINNOTT OR USP CONNECTIONS. SEE FRAMING PLAN POR CONNECTOR CAL OUT. 1 FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP 0 TN"TO TRUSS YKRTICN.WEBW(2) ROWS OF IM NULS C 3. O.C. STAGGERED. S. 12^MIN. ATR. EMBEDMENT Q CMU BOND BEAM U.N.O. S. $CAB TRUSS GHOID W 44T'2x SYP 42(MATCH CHORD LUMBER SVE)wl(2) ROWS ITM a 4` FROM END IT 4` O.C. STAGGERED: CENTER AT CCNNECTOR LOCATION AS MUCH AS POSSIBLE. 1. CONNECTIONFOR ALLROOF/FLOORTRLISMTOMA90NRYWALL9lUNTB ICFWAL.B U1,100NF4A11 2. CONNECTION AT W OR 32.O.G PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FB/29S.1 FOR MORE INFORMATION S CONNECTION FOR ALL HIP JACK(pORINER JAOK) TO MASONRY WAUSAU WAl1BUNTELS 4. CONNECTION FOR AL CONTINUOUS RIM BOARD TO TOP OF MASONRYAT 9T O.0 MAX. W(2) AT EACH CORDER, O.C. TO VERIFY LIX TION OCE9 NOT CONFLICT w JI(IF APPLICABLE) LAYOUT 5. CONNECT ALL FLOORTRUSMS TO INTERIOR WAITING WOOD WALLISEAMS YN 0IN TONNLS I (C) MIMMALCONNECTORUNOONFRAMINOPtAN I 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 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905,1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR. REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY, STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING SHOWN,IS REVISED W/OUT WRITT NI APPROVALNFROMUFDS,4PPROVAL IS REQUIRAf t.FSB"L/kYA.LL FOR TRUSS BRACING AND ADDITIOJAICIE C ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL L SEE TYP. WALL SECTION 2x4 P.T. FASTEN TO C.M.U. W/ 11/2' LONG T-NAILS ® 2'-0" O.C. SECURE J-CHANNEL 111)12" O.C. 1'h" ROOF FILE COPY O.H.TYP. METAL DRIP EDGE + 2 x SU&FASCIA ALUM FASCIA 1-' CONTINUOUS VINYL ®G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL '{ Q N DID 40 A II- DO OTT Y4o ""m IJi LL W Gig w Ut $ 8„� IT w 3 P � Itm a �w mMm� m C J �B e� 2 IL IL g A � s WYM.FDSFNG.COM ❑ ❑ ❑ O Z S- O Z N D QNQ Q Q y J a ri _w Z N J1 7 O w f (Tn/1 45 ((00 JAE F- aTJ U C14 E MU 1-- aa O) y Fz Q N 0tl0 \0 DAMS; H FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: z m WNO+ V TO w Ln M au 0m 3 M B`2 a ®' O _I LIJ = In a VI Model Name / Number: 2508 ♦ Plan Issue Date: Monday, January 11, 2021 ♦ KA PROJECT NUMBER: 20-9739 Sheet: ^ Of: ROOF PLAN A LINTEL SCHEDULE U IVTEL BEAM. ► 1 COURSE LINTEL BLOCK W/ 1 # 5 NOWSHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 2s" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE US OT LOCATIONS SHOWN ON THE FOUNDATION CONIC. SLAB SEE PLAN AND FLOOR PLAN, FOUNDATION PLAN MIN. LAP 25' (ACI 530) FOR MORE INFO TOP OF SLAB I MS021 TYPICAL SHEAR WALL SECTION I N.T.S. I —TYP. TIE BEAM W/3000 P.S.1. CONC. W/1 #5 REBAR CONT. /- SIMPSON SP4 WAS) -10d X 11/2 / SP6 OR SPS FOR 2x6 AND 2x8 WALLS ! I I DOUBLE 2x TOP PLATE NDARD HOOKS SEE 05 FOR MORE INFO P. FILLED CELL W/3000 .I. CONIC,1 #5 REBAR VERT. BEARING WALL SHEARWALLR FRAME WALL C.M.U. #2 SYP/SPF P.T. W/ 1/2" X 8" "1"BOLTS OR 1/2" X 6" EXPANSION HORS OR (6) 3" X 1/4" CONS OR2 7/8" HILTI TIX DNI LS 2x BASE PLATE SEE PLAN FOR MORE INFO I MS03 I r r L ," n, �n.u'^ ^ n.) I I ... n n ., ..., � .. N.T.S. 20" MIN. LAP #5 REINF, BAR 9 #3 OR#4 REINFORCING �. BAR #3 & #4 LAP SPI.ICF 25" MIN. LAP #_5 STD. 90° HOOK #S LAP cp1 ENFORCING BAR SCALE:1"=1'-0" 3636' MIN, L8P #6 REINFORCING BAR * GRADE 40 U.N.O. #6 I AP�sPI Igo I MSO51 REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING #ROWS 2 x 4 1/4" X 2a%" 12" O.C. 1 2 x 6 114" X 2aA" 12" O.C. 2 2 x 8 1/4" X 2ak" 12" G.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST in iLINTEL (2) 2X P.T. — BUCKS W/ 1/2" O.S.B. BETWEEN FASTEN PT 2: NAILER TO MAnnSONRY- IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER N07E FOR SPACING REQUIRED I MS111 2x BUCK DETAIL I N.T.S. I C11 LINTEL NO. LENGTH=FT. SAFE GRAVITY LOAD (PLF1 APPLIED GRAVITY LOAD PLF SAFE UPLIFT LOAD APPLIED UPLIFT LOAD PLF COMPOSITE BEAM ID 17'-4" 950 PLF 172 PLF 404 PLF 78 PLF 8F16 -1B/1T 16" MINIMUM 9'-411 1843 PLF 200 PLF 1133 PLF 50 PLF BF16 -1B/1T 16" MINIMUM 0 7'-611 2661 PLF 921 PLF 1634 PLF 552 PLF 8F16 -1B/1T ® 7'-611 2661PLF 1349 PLF 1634 PLF 400 PLF 8F16 -1B/1T 4'-611 6112 PLF 172 PLF 2724 PLF 78 PLF 8F16 -1B/1T ® 12'-0" 1254 PLF 190 PLF 559 PLF 133 PLF 8F16 -1B/1T 4'-611 6113 PLF 1796 PLF 2724 PLF 421 PLF 8F16 -1B/1T NOTES: 1. ACCEPTABLE LINTEL MANUFACTURES INCLUDE: CAST-CRETE OR QUAILTY PRECAST COMPANY ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE PRODUCTS.) O ELEVATION "CR" O b p®AR AT TOP MiN. tv R=dc, r-n"caAR C.M.LL •. � GROJr • •.a', °5 RaHM At CorrOY 0 ox UNITE. 04vl-r 00'TOM FJ`IFORCMG 13 &.A:TJ4 FT3cNDED M LINTEL NARRei 9" WPif L WIC H TYPE DEiSICsNATh0N F . FI41'" GR°Jr , J . X4FLl r dlrvnm , 8FIro-I5a PE6AR AT 1 OOtioM 6 LIN•G AVIt, IF NOYIN4L wl'J!L J J L m4N'ITr OF °E NOMI`IAL HFIGH' a AR A7 TGp MATERIALS 1. f c precast lintels = :1500 psl. 2. f'c Prestressed lintels = 6000 Pal. 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate, 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area wlnPMSSIM strength = 1900 psi. 5• Rebar provided in precast lintel per ASTM A615 GR60. 6. Field rebar per ASTM A615 GR40 or GR60. Prestressing attend Par ASTM A416 grade 270 low relaxation. 7. 7/32 wife per ASTM A510. S. Molter per ASTM C270 type M or S. GENERAL NOTES I. Provide full mortar head and bad joints. 2. Shore filled lintels as required. 3. Installation of IIn i must comply wIth the architectural and/or structural drawings. 4. Lintels are manufamUred with 51/2" long notches at Me ends to accommodate vertical cell reinforcing and grouting. 5. Al lintels most or exceed L/360 vertical deflection, except lmtel917'A" and longer with a nominal hihi of S" meet or exceed L/180. 6. Bottom held added rebel to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire ,wtllups arc welded to the bottom steel for mechanical anchorage. B. Cast -in -place conacte may be provided in composite lintel In lieu of concrete masonry units. 9. Safe Toad ratings based on rational design analysis per ACI 318 and ACI 530 101intel min. depths an, called out on lintel plan. If contractor installs a deeper lintel than indicated on the plan, doing this Increases the strength of the [Intel and is approved Without engineering letter. If a smaller lintel Is Installed contact EOR for l. SAFE a LOAD TABLE NOTES I. All values based on minimum 4" bearing. Exception: Safe loads for unFllled Ilmels must be reduced by 20X if bearing length Is less than 6-1/2'. Safe loads for all recessed Ilneeis based on B" nominal bearing. 2. N.R. - Not Rated. 3. Safe leads are total superimposed allowable load on the sectlon specked. 4. Safe loads based on grade 40 or grade 60 field rebar. S. Additional lateral load capacity can be obtained by the designer by providing addlonal reinforced masonry above the precast Ifni 6. One 47 rater maybe substituted for tyro #5 rebars in 8" lintels only. 7. The designer may evaluate concentrated leads from the safe load tables by calculating the maximum resisting moment and shear at daway from the face of support. 8For composite lintel helghts not shOwn, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. PRECAST "U" LINTEL W/ 3000PSI CONC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE n n N ANCHORS 4J �; I`I roll v---STD. 90 HOOK ; B— ... . 6 • N 3 REBAR ON BOTH SIDES STD. 90 DEGREE OF OPENING U.N.O. ANGLE 3000 ..I. PS e. CONIC. W/1 !IS OIA. TIP. BOND BEAM RESAR PROVIDE KNOCK -OUT LINTEL BLOCK BLOCK FOR FIRST FILL W/3000 P.S.I, ' COMPLETE CMU COURSE CONIC. W/1 #6 DIA. - BELOW SILL A FILL SOLD REBAR W/ (1) 05 BAR FOR ALL WINDOW OPENINGS 61-6" AND LARD INDICATES FILLED B.. x a" x 16" CELL FROM FIG. TO CMU U.N.O, DEAM WITH 1 #5 BAR MIN. SEE FOUNDATION SEE FOUNDATION PLAN PLAN FOR LOCATIONS MS01 I BLOCK WALL REINFORCEMENT N.TS. TYP. DOWEL 25" MIN. LAP (ACI 530) 1 Jil a �•I � Y, `O���O ,T O `1111Ie F FS °a Q .•DENS: ey : 4 Op 1jJ p;0 = , ? f; ail a� g E.c'-�, PP55 6 O rn. Ovv'"i�c LL ri' fi' L°T mall ��rZ UJ C IMF LL"W a c" jLL En a x` £ 8 5 O—Gti{� z li W 3 Z Y az ¢ W s 3 o La Or m EN 2 ¢ a in O gHIS m U= W .61 '. ❑ ❑ ❑ +^'WW*,PDSENG.COM Z irc z Z N Q J N a C4 W —I � LL 4--1 w a i i w OD V) ix — M iRi U � N E '® IE x NA con d Q DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CR01330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: O z ut x� LJ CCutIT7 0 \ (D TOz M N 3 CT cc U I- U 00 3 m M a QJLLI::) 7 o Model Name / Number: 2508 Plan Issue Date: Monday, January 11, 2021 KA PROJECT NUMBER: 20-9739 Sheet: 1 Of: r. LINTEL PLAN 2x6 #2 SYP P.T. 0 W/ (2) %NS' WEDGEANCHOR OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" "J" BOLTS FILLED CELL W/ #5 1/2" X 8" A.B. W/2" WASHERS SET IN TYP. FILLED CELL U MIN. 5 PER JAMB. VERTICAL b SECTIONAL ®17 OVERHEAD `CONT. P.T. #2 DOOR '_ �• o.:y I WOOD SYP 2" X v, TRIM M. 2"x6" P.T. WOOD JAMB —11� DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR TRACK MOUNTING DETAIL GARAGE SLAB Y VIS12 I OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH _ PERMIT APPLICATION PROVIDE BAFFLES BLOWN -IN R-30 INSULATION PER AT EAVES (FOR VENTED ATTICS) FBC AND ENERGY FORM SUBMITTED 1 12 FIBERGLASS SHINGLES OR 12 WITH PERMIT APPLICATION ' SEE PLAN TILE ROOF (PER ELEVATION) PROVIDE BAFFLES AT EAVES OVER APPROVED UNDERLAYMENT SEE PLAN (FOR VENTED ATTICS) PER FBCR 905. 1.1 OVER APA PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE - FIBERGLASS SHINGLES OR TRUSSES @ 24" O.C. FRAMING SHT. FOR TILE ROOF ELEVATION) , SHTG & FASTENERS. SHTG 1 OVER APPOVED UNDERLAYMENT I-��� I ;; ; SEE ROOF PLAN FOR PER FBCR 905.1.1 OVER APA TRUSS ANCHOR (SEE PLAN) TRUSS CONNECTION PRE-ENG. WOOD ROOF SHEATHING •SEE SCHEDULE- MH1 - ON FRAMING SHT. FOR 1 ' '` _ _ — _ SEE PLAN FOR "-+ _ , - - - _ _ _ _ _ _ _ _ ��� INFO &LAYOUT DESIGN TRUSSES @ 24" O.C. SHT'G&FASTENERS. ERG. HT. , 1/2" DRYWALL • •• ' SEE PLAN FOR - - TRUSS ANCHOR (SEE PLAN) FELT PAPER OR ` ,' TOP OF BEAM �"`" �• _ --�a TO BE INSTALLED ON OUTSIDE TRUSS PLATE FACE 3/4" P.T. NAILER • �� : 2X SUBFASCIA ROR BEAM SIZE & �Y (� SOFFIT. SEE ARCH. OONNECTION INFO -.� 1/2" DRYWALL PLANS ' tMETAL DRIP EDGE CURTAIN NAILER /i 8 x 8 x 16 K.O. 1/2" DRYWALL 1 x 4 P.T. @ WINDOWS LINTEL BLOCK CONNECT ALL 2x STUD 2X SUBFASCIA 1 x 8 P.T. Cl S.G.D. x' O.H. W/ (1) #5 DIA. REBAR & TO TOP PLATE WITH (4) u SEE ELEV. 3000 PSI CONCRETE 16d TOENAILS SOFFIT. SEE ARCH. PLANS PRECAST "U" LINTEL N SEE SCHEDULE " HB&G COLUMN WRAP OR 1/2" DRYWALL SEE PLAN FOR HEADER SIZE 4 � ZX4 #2 SYP P.T. FRAMING W/ MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING SCHEDULE 15132" OSB EXPOSURE 1 ON OPTION, O.H. EX T. WALL W/ ALL EDGES BLOCKED. SEE FLOOR PLAN FOR ' w MAXIMUM OF (3) - 2X PLATES MAY BE SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. COLUMN SIZE &BASE ; ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4" �� CONNECTION INFO. PLY ATTACHED W/ (2) ROWS OF I6d STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON n -FILL CELL -(1) #5 DIA. rn•- w NAIIS AT 8" O.C. ALL BEDROOM WINDOWS. n REBAR W/ 3000 PS[ ¢ SECURE 2X4 P.T. BOTTOM n CONC. ALL LOCATIONS � ; � PLATE w/ 5/S" x 8" n n SHOWN ON FOUNDATION I 1 ANCHOR BOLT SET IN VINYL FRAMED WINDOW W/ SCREEN u & FLOOR PLANS S SIMPSO (G.0 TO VERIFY W/ FLOOR PLAN u u " MIN. EMBED. EPDXY 6" MIN. EMBED. LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS. IF NO ' OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). NOTE: 44" MAX. SAL HGT. ON ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW W/ SCREEN WINDOW STOOL CEMENTITIOUS DECORATIVE PER SPECS rl n PRECAST CONC SILL SQUARE CMU BLOCK BASE W/ or FINISH 718" THICK PER ASTM " n (4) #5 VERTICALS FILLED SOLID4P.T. STUCCO C-926.98A PAPER BACKED FOIL R-4.L n u SEE ELEVATION FOR MORE INFO INSULATION AT CMU BLOCK WALL n 2X STUDS (SEE FLOOR PLAN FOR PER FBC AND ENERGY FORM v EXTERIOR FINISH - 1/2" DRYWALL MORE INFORMATION). SEE TS13 ILLING SUBMITTED WITH PERMIT �� SEE ELEVATIONS ( ) APPLICATION FOR NAION INFORMATION FOR FIG. DOWEL #5 DIA. REBAR R-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC WALL SHEATHING. P.T. 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING 1 x 4 P.T. 17" IN CONCRETE - ABOVE EXTEND (ACT ABOVE AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER ATI STAB. ALL LOCATIONS SHOWN SEE FOUNDATION WITH PERMIT APPLICATION HD w 2" WASHER AT 32" O.C. / WOOD BASE ON FOUNDATION PLAN PLAN FOR FTG MIN, 6" FROM END - SEE WS07 SIZES AND _D BASE FOR TERMITE SHIELD ' SEE FOUNDATION PLAN FOR LOCATION SEE FOUNDATION PLAN FOR SLAB INFORMATION LA TOP OF SB _ - ' SLAB INFORMATION ,. — - TOP OF SLA13 — - —� _ _ _ _ _. .. % so ' \ w GRADE , GRADE � ' I ;.=..;. ' oN CLEAN ; ,;•'•: ,: ..,; ...- '� o .SEE PLAN FOR '• e.. N • .. • :: •�.` COMPACTED .N-i w IRE -BAR QUANTITIES Trl , ,• FILL ,• m O 4.1 SEE FOUNDATION PLAN SEE PLAN SEE FOUNDATION 16" FOR FTG REQUIREMEN?S PLAN NS02 I TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1`' WS01 I TYPICAL WALL SECTION - 8" CMU 3/4"=V-0" CD23 I COLUMN @ ENTRY - CRAFTSMAN STYLE N.T.S. Sao g$ Lo c Ln ro r g TM 1J $ b a 1i i'i pgmN Plt". �Nrl� . y a, w Z y O ¢ � O � OY �P wg � El�mk m OJ d O %$1� Z U y F° T " elWJ1J'.FDSCNG.CGM 1-1 El Cl W Z o N O Z Q J N Q 1 - rn ■\(/��■■ tJ) �/ v n M Q) J N LL O 7 --1 c J t0 N E l 00 y Cm° x 8p m Q. W d y O Q N OOL a.W DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O z d c ) c W O O M m 3 O cv m 3 m d a 0 J L 1 J m o L J m w (n Model Name / Number: 2508 Plan Issue Date: Monday, January 11, 2021 KA PROJECT NUMBER: 20-9739 Sheet: Of: TYPICAL FRAMING DETAILS 8" D BLOCK TIEBEAM W/(1) 45 REBAR U.N.O. WHEN REQ'D RECESSED PRE -CAST LINTEL NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLKNG AROUND CURVE. MIN. 2 TITEN ANCHORS TO 2x8 SIMPSON SP2 TOP AND BOTTOM. TYP. @ EACH 2X CRIPPLES @ 16" O.G. —\ (3) 16d COMMON NAILS(TYP) — i STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) �— FRAME OUT TO BLOCK EDGE LINTEL (SEE PLAN) q PER_1 EXTERIOR SHEATHING �,,--HEADER LOCATION ATTACHED PER NAILING 7/16" 0.5.8. 2x8 W/ (3) 12d ® ®® -_ SCHEDULE TB13 ON , EA. SIDE TOENAILS EACH END SHEET 6 STUD ANCHORING: 7/16" OSB W/ 6d STUD TO TOP PLATE: 2X BLK'G. /16" OSB W/ 6d NAILS @ 16" O.C. R-19 INSULATION AT EXTERIOR SIMPSON SP4 TO O.S.B. NAILS @ 16" O.C. EADER PLAN) TO SIDE & TOP NAILER ® ® WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED ' W/ 2 - 8d TO SIDE & TOP NAILER SEE 2x W/ (3) 12d EA. END TOENAILS EACH WITH PERMIT APPLICATION OI IOR WALL I 2 X 4 SPF AT 16" O.C. 2x4 SPF CONTINUOUS 7/16" O.S.B. END TYP. EXPOSED TOINTERIOR ACE) EDGE VIEW BLOCKING ATTACHED 12X EA. SIDE 2 X 4 P.T. STUD TO BOT PLATE: TO 7/16" OSB W/ (2) 8d 2x4 SPF CONTINUOUS SIMPSON SP4 NAILS. SEE DETAIL ABOVE BLK'G. TO O.S.B. BLOCKING ATTACHED / 2.8d EA. END TO 7/16" OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE LINTEL 2x BUCKS SEE MS11 EDGE VIEW NOTE: HOLD FRAMING 1/2" ~ •?- ANCHOR BOLT FOR MORE INFO T-0" MAX BACK FROM FACE OF BLOCK @ 32" O.C. WINDOW OR DOOR OPN'G FOR SHEATING TO BE FLUSH WITH BLOCK FACE 8" CMU WALL WINDOW OR DOOR OPN'G WF01 I DETAIL @ ARCH WINDOW FRAMING m G ro m 1" 14R" 145" 14: Lj (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 "6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16a ROWS OF STAGGERED 16O COMMON WIRE NAILS (D = 0.1413", L-- 3") OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) COMMON WIRE NNLS ZONE INTO EACH OUTSIDE FACE) (D - 0.167, u 31/2") OR EQLAL (0 = 0.162". L= 31/2") OR EQUAL NOTR L) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4 PLY. PROVIDE 1/4"OM. x 51/2' LAG OPPOSITE SI DES OF TH E COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN MR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OFTIE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL1ST. 4 COURSES 11/2" CONTACT FOR FOR �o.;• SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) :. F.F. VERHANG ;:'• FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. N.T.S. I I 1 WF02 I DETAIL @ ARCH WINDOW FRAMING MS18 I RETROFIT WALL OVERHANG DETAIL N.T.s. N.T.S. J STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d ` COMMONS @ 3" O.C. @ ` EDGE & 6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM SEE GE05 FOR STANDARD GABLE END FRAMING 2X TOP PLATE TO GABLE END W/ 16d NAILS @ 6" O.C. 2X4 STUDS @ 24" O.C. W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING I ` ` CO 1 � z A. y 0 +I i 1 d 3 I y -+ a_ I I �+ +I + + FL aE15 FALSE BEAM AT GABLE END N.r.s. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) 4g"M7,1, 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OF SPLICE NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. TOP PLATE TRANSITION PIPE OR DUCT w/ UBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50% OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN51OZ w/ (12) 16d NAILS TYP. Illy. TOP & BOTT.M7N NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS 070M SPLICE TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PLATE W 8d 2 1 2" x 0.131 NAILS PP * NOT REQ'D.WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL WF17 I TOP PLATE SPLICE DETAIL 3/4"=1'-0" * CRIPPLES MAY/MAY NOT BE PRESENT. Q IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLK'G. TO OPENING G.C. TO O.S.B. W INSTALL (3) TITEN HD. W/ 2 8d EA. END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW 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) 1 (2) 1) 2) >4' BUT <9' (2) (3) (2) (2) 10'-0' - 16' 3 4 3 4 CONNECTOR REQUIRED (3) 16d SEE PLAN SP4 AT COMMON 2x CRIPPLES @ 16" O.C. 24" O.C. FOR WLL W/ AND BOTTOM SP2 TYP. — NAILS(TYP) HGT. roPANOBDTroM -- CMU, I+r1 o.. u1��� 11, • PER A• E�!�� �HELOCATION--, •op O.C.TO SIDE & TOP NAILER• ����I ' I�F ..TOENAILS MI • ! A • • • ! p • • p 8d NAILS. DETAIL ABOVE ELEVATIONI SEE •• ROUND/ SQUARE• E30X HEADER—j EACH END 10 - FA . Li.. WINDOW OR DOOR OPN'G -CMU WF39 I TRANSOM DETAIL AT ENTRY 1/2" = r o" * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP lOd NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - C* HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE N0. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"O/C FOR 2x10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2 ROWS OF 12d @ 16" C/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON HTT4 W/ (18) 16d NAILS &A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. I OR 8 1/2" AT GARAGE STEP DOWN ./— P.T. BOT. PLATE WF09 WALL HEADER DETAIL N.T.S, VF21 I KNEEWALL @ ENTRY FRONT WALL 1 3/4" = 1' WOOD BEAM SEE PLAN FOR SIZE - TYPIC WALL SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" D.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's w/(12)-16d EA. TO COL ALT: (2) MSTAM36 STRAPS CENTERED W/(13)-10d NAILS Ea TO COL. TIE BEAM 2004 BEAM @ RAISED ENTRY MASONRY WALL N-r.S REVIEWED F `` CODE COMPLI , ST, LUCIE/1COU BOCC FILE COPY ol\_ ®TCo OgFI ` e.vG a�Q6R g, 04 y LOIF W co Fcw F m 00 Wm ON w �8m L°ti 1•y�FE a'8 W a Lq d w `n w o g Pf5 W m ° K ° EA8 $L Z V) O W N FHB° WVW`J1�.FDSEN6.COM ❑ ❑ ❑ Z z m W z N z y � V I Z N v n � m 4� V/ 0ll LU g U M aofom 4m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE / Job Information: O Z Q) m � O M � w Y M N N U z I—iUm n' a — O _I Lu = LL J M U) V) F1 Model Name / Number: 2508 Plan Issue Date: Monday, January 11, 2021 FF KA PROJECT NUMBER: 20-9739 Sheet: Of: TYPICAL WALL DETAILS MAX 9" UNSUPPORTED 2X4 #2 SYP BLK'G @ 16" O.C. W/ *DIAGONAL SPACED AT 20'-0" O.C. MAX (2)160 NAILS EA. END. SEE [RSH] SAME SPACING AS BOTTOM CHORD LATERAL BRACING �� SCHEDULE FOR SHEATHING ATTACHMENTS. IF> 9" 2X4 #2 SYP ��i, TO BE LESS THAN OR EQUAL TO 45" ,� _ (MIN. FIRST 4 BAYS) BLK'G @ 16" O.C. L - _ _ r., ' MINIMUM 2"x4" -- - 8d NAILS @ 4" O.C. IF> 9" CONT. 2X4 #2 SYP W/ (2)-- CROSS BRACING "` IOD X 0131 @ 8" O.C. EA. SIDE (SEE PLAN FOR - L �. WALL AND ROOF SHEATHING SEETBI3 LOCATION BLOCKING 204 SPECIFICATIONSLACE'R ' • 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 6'-0" AND TALLER. 3-12d @ EACH FIND & @ CROSSING AT 45 ANGLE. ATTACH L BRACE w/ (NOT REQ'DWHEN FASTEN (1) SIM ON HGA10 12d NAILS @ 4" O.C. - - CONT 2x4 SYP OR SPF SPANNING (4) RACE CONNECTOR FROM - GABLETRUSS TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. (3) 12d , W/ 3-12d TO CHORD (MIN LOCK/PLATE NAIL GABLE TRUSS - PER JOINT 1ST 4 BAYS) f� 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 4 BAYS AT 48" O.C. MIN. BETWEEN TRUSSES @ 48" INSTALL BLKG. AT TRUSS WEBS X-BRACING -2x4 SPF OR O.C. MAX. FASTEN TO EA: KNOCK OUT COURSE CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING TRUSS w/ 3-12d NAILS EA. MASONRY WALL SYP w/ (3) 12d @ EACH END TRUSS WEB ' NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE TRUSS w/ 2-12d AND 1 T613 FOR ATTACHMENT SIMPSON HS w/ OVER JACK TRUSSES, SEE TB01 TYPICAL CROSS BRACING DETAIL N.T.S- TB02 TYPICAL CROSS BRACING DETAIL N.T.S. 10-10dx11/2" NAILS PLAN. FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"x11/2" aataNu rrej toe SDS WOOD SCREWS GABLE NAIL TOP OF "T" 2x4 BLOCKING w/ 2-12d TOENAILS e++N%% T RR PROVIDE 2X4 MIN. BLOCKING AT LINE OF HIP/RIDGE, TYP. END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d QP• •�jj ;E '••; S <�f CENTER WALL OR BEAM AND 1-SIMPSON H8 w/ +++ + C •' BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PANFRAMED 10d x 1 1/2" NAILS °• + �; •\ .g6Q NAILS EACH END roTRUSS TOP CHORD @ WOOD FRAMED WALL @ DUTCH GABLE Na it a e •O •' Oa em " A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.S. \� mm 5 WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP tm�B A TRUCTURAL ------' PACE till, 111l1911t4 G.T. SHEATHING >, ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 d7 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD o TO PREVENT SHEATHING JACK - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING TRUSSES,HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER IG.T SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX SHEATHING PER JOINT MINIMUM 2"X4" SPF ORa SEE SYP TRUSS BRACING SPACED AT 10'-0" MAX a B e B m PLAN F w Tag W ( ro g's, O d m LL w �88X $ BETWEEN TR SS S HIP TRUSS RSV` BkN u+ °- SECT. AA 4 .p ow C o a�� ° TB03 HIP RIDGE BLOCKING DETAIL N.T.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) q p�NO F _n� WpNp���T� W 6pL5�V� 2- (y m 'E�NCM Q iQ a °LL V1 0 881 B o" I. �d G Fp5 §m'^ ❑ ❑ ❑ AWN.FDSENG.COM (D 8 TRUSS NOTES: �11�I Z IN n 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 J D_ (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS 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 SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED / , � y , z N TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY `\� co CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. ////���, 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFED BY THE TRUSS MANUFACTURER ALL U g LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20•-0" O.C. MAXIMUM. V 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT o w .. ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS, C I^1(;) ��) G AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. S. PROVIDE TRUSS BLOCKING DETAIL V1 "I U SEE TYP. TRUSS BLOCKING S = m (J — SHEATHING L £ M,yam '• 3 TO 4 TRUSS x4 AS SHOWN wo 0 TRUSS SPACES ALTERNATE DIRECTION c LO 7 y Q N O w Y , Q. W RUS ,t t"] DAMS HOMES VERTICAL SCAB 2XIS #2 SPF 48" O.C. W/ 14) 12d TOP &BOTTOM H5 NAILS SEE TRUSS - - - O E TRUSS IN PLACE OF (4)1OD SEC')lON TTO OR HC R/ S FLORIDA CONTRACTORS LICENSE NO. CRC1330146 REQUIRED @ RAFTERS GREATER THAN 8'-0" B$ 3000 GULFBREEZE PARKWAY SEE PLAN TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 LATKI PRE-ENG. TRUSS PLATE SECTION B-B TOP PL4TE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: 2x STUD WALL VARIES W/ ROOF SEE PLAN SLOPE PORT ST. LUCIE CONv. FRAMED RIDGE \ _V'�vE8�;E1� 'ODE 1i�, MP'".2. ♦ Job Information: MAY BE NAILED w/ MIN. (4)12d WHEN IT LANDS VERTICAL SCAB 2x) #2 O.C. W/ \ 2X4 SPF BLOCKING / \ \ BETWEEN TRUSSES / / -�• e p @ggro� ® p� C . I..�V�E �OI'•.. NEXT TO PRE{NG. TRUSS TOP & B R HB O 2r$ BLKING. NAILED @EACH TOP &BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. SIDE W/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12tl \ \ / / I o�� `} ' B REQUIRED w/ (2) WS12'S REQUIRED @ RAFTERS GREATER \ \ / THAN 8'-0" 2x4 SPF BRACE \ \ / / ' \ @ 48" O.C. - NAIL w/(4)EVERY COLLAR TIE \ 12d AT EACH END & 3r SHEATHIN RAFTER d \ \ ALTERNATE DIRECTION O \ \ 2X4 BLOCKING BETWEEN CB SEVL CUTS \ TRUSSES W/ (2) 12d NAILS (OPTIONAL) co @ EACH END, CONT. EACH BAY z ILI B Ta 2X4 SPF W/ (2) #7X31/2" / / TRUSSES O C U) ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN �° BLOCKING OR H5 @ 48" O.C. / / 4) N M PREENG. TRUSS \ / / � 16y STRUCTURAL SHEATHING CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. \ / / / / Z M N d1 SEE PLAN FOR CONNECTION \ \ SIMPSON A34 OR \ \ / / I- 3. U M D- B USP MP4 / / \ \ O J W 2X4 P.T. BLOCKING BETWEEN7 DIAGONAL TRUSSES W/ 12)-12d NAILS @ DIAGONALWOOD 2x8 #2 5YP RIDGE BEAM 2'-0" ON CENTER \ \ / / CO ' /'t OD Lo . I CO V / ( J AT EACH END ,Russ MAX 2x8 RAFTERS 02'A"O.C. \ ^ / 2X4 SPF BLOCKING BETWEEN TRUSSES ♦ Model Name Number: MAX, w/ (3) 12d COMMON Y @ 24^ O.C. MAX.w/ / 2508 WALL BELOW TOENAILS TO RIDGE BEAM (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN 4 FT @ 2'-0" O.C. MAX W / (3) 10D \ / \ / •\ (3)12d EA. END (TYP.) SEE PLAN CONC. MASONRY COMMON TOE NAILS TO RIDGE BEAM 2X4 STEEL OR WOOD T & B CHORD BEARING SUPPORT ♦ Plan Issue Date: TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE Monday, January 11, 2021 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING ♦ KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING 20-9739 INFORMATION 2x4 S.Y.P. Sheet: S_4 Of: @ 16" O.C. TB15 EXTERIOR NON BEARING WALL DETAIL N.r.s. TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T. s. ROOF FRAMING AND BRACING DETAILS 6" C E THERMA-TRU INSTALLATION 10 KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when Securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT, AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" CIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 X P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. SPA EVE l� 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE inn 6„ 3' V U 3" 3" 3n 3" 3" I 1 I 3„ 3" 3" 3" 3„ DOUBLE DOOR W/ SIDELITES 2A /El i" 6, WACE :VENLY I" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. 0 TOP OF SLAB 00 z 1 "II -II I Ir - if I a o d a1 o z I ' 0 16" MIN. DIAMETER VN ! CONCRETE FOOTING DRROU ECTION BARRIER DETAIL N.T.S. SPACE EVENLY m ------ e B. SEA TU NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/0" MIN HEADS.6 PER SHINGLE. P 5da� O myna° UtAo A1`09 CA�je" se GDWs" - 9tr` 4a11 GO`A 3td 1"d'doo o5 F` G (R�BI 14 iris" 11 1e" i T.. a to use SHINGLE INSTALLATION GUIDE ROOF CRICKET MIN: 3:12 SLOPE (REQUIRED AT XI SEALN�sT VUUm ALL LEVEL VALLEY TEMUREO, PAINTED IXF—BEHIVDFIASHINo LOCATIONS) EXTER. WALL FINISH AND EXTENDING A MINIMUM of W ADOVE S" X W H GALV. VERTICAL RISE OF FLASHING AL WALL FLASHING CONT. AT KNEEWAIl KTrTNIRY PLASTER STO SEALANT ROOT SHINGLES ,. FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED B" HORIZ.Sfg NG AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH � DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T-S 2X WOOD MAhM1E BY OTHERS 5HEATHING BY CITHEAS PERIMEM m CAULK BY OTHERS O.A. WINDOW HEIGHT EXTERIOR 11/2' MIN. EMBEDMENT --" •B WOOD SCREW t INTERIOR' TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 1y+4" )111 }- SHIM SPACE .a DRIP EDGE MP EDGE Al ROOF& DYER 4x, Fo Maximum Fastener Spacing (Jamb$, Head and Sir) Screws MourtNre Fln Belentr View or Fixed Wrlbw I may Wall Framing: #2Sprucel"lnefFir 0, Bette, &bane J L / I I I #loxl-1/2' .. — — screw Minimum P"Wodpn J Glaring load !' " Cross Section View MMrum 5ferior ShemNng Soso, Measure to be sue the Goering is 318"to1/2" largerthen the window size bah vertically and Nftntany. • You may wm to Predrill the instalumon tides in the fin at this time. Ols/E»3r#Ra A'epoGraawholes, In re W, asrllryarenazxrasaMyy,gaaHmzzttr Step 2 Apply a generous bead of silicone tome badaside of me mounting fin. Use a An slim" to sul8dttaly flit all voids between the step 3 Insert the widow Into the or a ang from the ouhide. The widow is bbead Inside, am "outade-, but if these bbest theme been removed the OWING bead should aM'alts be to the hide of the Witting ShEP 4 Imbl shin under the sly, adjusting than until the Got is plumb in the opening. shims shouts be trebled under the sgl every 2 teat. The window should be basically centered in the opening was m more tlyn 4" h¢twean the whdow Itm cast fie 5 Install a#10x 1-11z'srrew 4" from the owner or the no at each end afire held$01 and both jamba. Steps ucbl the remaining listeners In8"Increments from the corner-101tome DmtxaeachbanemerMa. thearenotbovx- lighten the stlews and Pull them through the On. Alm, make we me soesys 8o In Straight and do not am the frame to bow. Wait hating Should be a nlrmuln of #2 Sprun tTme Fa. Fasbnema atouldbe #10 sways N suffidea to a111eve I.3/b" ebatlon Into the yap and noless then 1/2'from edge of baron g. F35t9kr quantities needed In each Ease aBame to arldeve B" scadna 5[ep 8 If desired, a foam Insulation can be applied to the interim gap between Vie window and wall framing. If appled, ntis must be tlK NONEXPAN0INGTYPP 9AM. 54p 4 Sirlre these widows are IYDIca11Y used in rooms wtm Nigh moisture, Is; 6broorm, It Is moommerded that the irtMa gap between the window and wall framing also be WOW with allome and [goad vo as not to Interfere wth the ilwbktlon of _wallboard, dleor min.. Step 10 Once all condfucticn Is comas ete; remove the bubble wrap from the [wine ad abide or the window. If neoessary, dean the Maier with a mild detergent and warm water using a wit loth. Failure to follow these procedures will Void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Method Approval # Roofing: 1st Choice DADE COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING FL7006.1 R-10 ROOFING VENTS: Florida Metal Products Inc. FLAMCO "off -rid event" FT FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FROM EDGE AND 4" O.Q. TYPICAL MAX FL21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING PRODUCTSLLCJII30 TAMKO No. 30 ASPnLT-SATURATED ORGAI LT UNDERLAYMENT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH R905.1.1 FL12328 RS 2nd Choice Overhead Garage Doors: 1st Choice 1 +30.0/-30.0 CLOPAY 53W5 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS FL16546.1 2nd Choice +30.0/320 CLOPAY 53W5 g X 7 FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU CORP. FIBERGLASS DOOR GLAZED INSWING 2X BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS I AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL I BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) FL20461.1 2nd Choice +67.0/-67.0 THERMA TRU-CORP. FIBERGLASS DOOR FLUSH OUTSWING FL20461.19 FL2046i.2 Siding: 1st Choice +0/-146.3 The Taped Group 7" Staggered Shakes INSTALLAITON EASTERNERS ARE GALVANIZED STEEL ROOFING NAILS 11h" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING FL20403.17 NA Window : 1st Choice +40/-50 MI WINDOWS 3540 SERIES single Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3 16" TAPCON ANCHOR WITH MIN. 11k" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE 88 WOOD SCREW OF SUFFIENT LENGTH TO ACHIEVE 134" INCH MINIMUM EMBEDMENT WOOD SUBSTRATE. FL 17676.1 R9 +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 +50.0/-50.0 MI WINDOWS 3540 SERIES 3-40 window PictureIN FLi8644.3 R3 Mullions: 1st Choice I M-1926 MI WINDOWS Mullion M-1926 Verd al FOR 3/16" ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A ilk EMBEDMENTWITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM DIS ANCE FL 18504.1 Horizontal MINIMUM EDGE FL 15804.2 Fixed Glass"" 1st Choice +50.0/-50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 11.4" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ 48 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FL18644.3 R-3 2nd Choice 3rd Choice Soffit: 1st ChoiceEYINYLI +55.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" O.C. IN DIRECTION OF SOFFIT I ENGTH FL16503.4 R-3 Hurricane Panels: 1st Choice 46 PSF EXT/ 46 PSF INT. HURRICANE STORM PANEL MFG. INC. 24" Ga. GalVe G" d Steel Storm Panels DIRECT MOUNT. TOP 1/4" 20 MALE ppNELMATE W/ WINGNUTS AT 12112" O.C. BOTTOM 1/4"-20 SIDEWALK BOLT W/ POWERS CALK -IN FL16293.1 I have reviewed the above components of cladding and have approved thOir use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: A. # 56126 Name: TODD M. BORN Certification Number: Fl. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 `vAUuulaaArr TOf3/� O�rp6 �-•.- 6A a(a O N u s I 0 LL ( ti K- L Co <H , i C - 10, 'Ir , "4H 1111 s ; •' 2 to eyy_.• � o v o N t0 In e H2 Is a to t- m U) to N € g e a � D8 �m �'.+ d 7"373§m Psi d mmM a d 1 Cc Q 2$,L. a X OYJ IE�ln s $3� 0-sue ?l.� a 3 Z p 0 p 2 ¢ -�'E � � 3 y_ Lill m g3 IL p2] i2 isi�°e W U � y A° S .9� ❑ ❑ ❑ n%Ww.FDSENG.COM z � W z 0 Z N ¢�V a N Z N � 2� 1tn l 1 J 4� to LL W y_ N U w O c A)C 6 (Ac m ro M� r w N E ��� LOW $M^-� II x anm V NO W W C Y Q N O m / qq \,W -: ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE r Job Information: 0 z m� c LLJ O tin M z to m 3 a ma 0Un LE 000(1) 00 Model Name / Number: 2508 Plan Issue Date: Monday, January 11, 2021 KA PROJECT NUMBER: 20-9739 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD up WEATHER FLASHING REQUIREMENTS _ NECESSARY IN CORNERS THROUGH BARRIER & WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW RESISTIVE SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wait envelope. The exterior wall WINDOW UNIT envelope shall Include fleshing as described In Section R703.4. //-EES S TEVE BARRIER WOOD FRAME CONSTR. SLOPE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the TAPE EXTERIOR SHEATHING SELF -ADHERED FLASHING BY LAPPING DOWN 3/4".1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER 0.3 in :12.0 in SELF -ADHERED FLASHING accumulation of water within the wall assembly by providing a watertealebi nt barrier behind the exterior cladding as required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. - OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 Cm : 30.5 Cm) " WALL BY 6IN. UP JAMB 6. USE LIQUID NAIL BRAND OR EQUAL WEATHERPROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS R703.2 Water•res�tive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 barrier for Type 1 felt or other approved water -resistive shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lopped over the lower layer not Was than 2 inches. Where WEATHER RESISITIVE U SELF -ADHERED FLASHING EXTERIOR CEMT. FIN, WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. joints occur, felt shell be lapped not less than Bunches. Other approved materlsla shall be Installed In accordance with the water -resistive barrier manufacturer's Installation Instructions. The NoAS asphalt felt or other approved water -resistive BARRIER SEAL TOPS OF JOISTS rSUBFLOOR PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a UNDER DECKING manner to meat the requirements of the exterior wall envelope as described In Section R703.1. SELF -ADHERED FLASHING (SEE DETAIL WP07) R703.7.3 Water -resistive barriers Water -resistive barriers shall he Installed as required In Section R703.2 and, where - applied over wood -based sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least HEAD FLASHING TIE-IN INSTRUXTIONS: WIRE LATH Detail Instructions equivalent to two layers of Grade D paper. The Individual layers shall be Installed Independently such that each layer, provides a separate continuous plans and any flashing (Installed In accordance with Section R703.4) Intended to drain 1. Cut, fold ri t esecure weather oovee header to allow for flashing installation barrierr above resistive a RIM JOIST Refer to the number marked as ® in each detail that corresponds to the to the waterreslstive barrier Is directed between the layers. 2. Self -adhered flashing plus head flashing under weather BUILDING numbered Items In the list Of Instructions below: Exception: Where the water -resistive barrier that Is applied over wood*aaed sheathing has a water resistance equal to or resistive barrier 3. Fold weather resistive barrier back over head flashing and t PAPER 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps greater than that of 80-minute Grade D paper and is separated from the stucco by an Intervening, substantially nonwater -absorbing layer or designed drainage space. seal with tape 2 2 A V O 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize CUJS R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or In accordance with the manufacturer's Instructions. Metal flashing shall be corrosion resistant Fluid•applied membranes used as flashing shall be applied in accordance with the manufacturer's Instructions. AN flashing shell be applied In a manner to prevent the entry of water into the wall cavity or penetration of SELF -ADHERED FLASHING scale: Nrs WINDOW WP01 SELF -ADHERED FLASHING W P 02Scoring SELF -ADHERED FLASHING LW p03FLANGED FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILO POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and water to the building structural framing components. Self -adhered membranes used as flashing shalt 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 a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper JOlnt expansion and contraction, ASTMC1281, EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) AAMA 812, 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. ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as shown b arrows Y exterior walls shelf comply with AAMA 714. The flashing shall extend to thq surface of the exterior wall finish. Approved flashings shall be installed at the following locations: THRESHOLD OF DOOR AND RETURN FLASHING JAMB & HEAD FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle of comer may vary, adjust folding of the flashing accordin I to fit 9 Y J g g accordingly REFER TO CHEMICAL LETTER ON CHEMICAL UP JAMB L USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING FLANGED WINDOW (SEE DETAIL WP01) tight t0 Comer g necessary 8. fasten 1.Exterior window and door openings. Flashing at exterior window and door o parings shall extend to the surface of the COMPATIBILITY SCORED Mechanically as Y exterior wall finish or to the water -resistive barrier complying with Sectilon 703.2 for subsequent drainage. Mechanically RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: SELF -ADHERED SELF -ADHERED FLASHING, '��e r IBEFORE FOLDING, SCORE FLASHING EXTEND A MINIMUM 6" VERTICALLY FROM RELEASE PAPER TO EXPOSE ADHESIVEAS SHOWN) 1.1The fenestration manufacturer's Installation and flashing Instructio applications Instructions og a Icturer s not addressed In the BOTTOM OF fenestration manufacturer's Instructions, In accordance with the f manufacturer's Instructions.idooran Where flashing m tied THRESHOLD Instructions er details are not provided, pan flashing shall be Installed nt the sill of exterior window and tloer openings. a 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 SECTION -A NECESSARY IN CORNERS THROUGH the water resistive barrier for subsequent drainage. Openings uslnir pan flashing shall incorporate flashng or protection (SEE DETAIL WP02) SELF -ADHERED FLASHING at the head and sides. 1.2 In accordance with the flashing design or method of a registered design professional. • SELF -ADHERED FLASHING /�.-� 1.3 In accordance with other approved methods. 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ 2 WDMA 300 or FMA/AAMA/WDMA 400. SELF -ADHERED FLASHING \ 5 2. At the Intersection of chimneys or other masonry construction with hone or stucco walls, with NAILING FLANGE 1 projecting lips on both sides under stucco copings. © 4 2 DO NOT FLASH OVER SEAL TOPS OF JOISTS UNDER DECKING O 6 3. Under and at the ends of masonry, wood or metal copings and sills, 4. Continuously above all wood trim. BOTTOM8 NAILING 2 0 projecting FLANGE (SEE DETAIL WP07) 7 5. Where exterior porches, decks Or stairs attach to a wall Or floor assembly of wooddrame construction. SELF -ADHERED HALF RO ND WI WINDOW A W PO4 EXTERIOR OR DOOR WITH DECK /� C V V P05 SELF -ADHERED WP06 G. At wall and roof Intersections. INSIDE CORNER �" V 7. At built-in gutters. SELF -ADHERED FLASHING DECK PROTECTOR SHEATHING _- 7/8" Cement Plaster 7/8" Cement Plaster in accordance with in accordance with ASTMC926 ASTMC926 FLAS IDH PATCH ...; ,.. Felt backed metal Felt backed metal t f*==• lathe in accordance lathe in accordance SELF -ADHERED FLASHING y with ASTMC1063 with ASTMC1063 DECK PROTECTOR Building Paper Building Paper 7/16" O.S.B. {:, 7/16" O.S.B. sheathing %. sheathing DOUBLE SINGLE JOIST JOIST SELF -ADHERED FLASHING Metal ' Keep top edge of weep screed \ SELF -ADHERED FLASHING Flashing top of 2 3 1 /7' block 3" MIN ...������""" Unperforated 4 Flange 7/8" Vulcum Weep Screed cauk bottom O 5 ";... joint onlyMaintain OR Bottom Bottom of Metal Flashing SELF -ADHERED FLASHING \HO.8362x;DECK JOIST W P07 SELF -ADHERED FLASHING OUTSIDE CORNER WP08 APPLYA LIQUID FLASHING TO THE MASONRY OPENING HEAD, JAMB, SILL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 Wee Screed 1 1/2 to 2" 3-1/2" Unperforated Flange 7/8" Weep ScreedTy INSTALLATION OF THE BUCK/RECEPTOR. Above Roof Sheathing 1/2" Cementitious Decorative Finish ,b'• •'o, All inside and outside corner will EXTERIOR WINDOW UNIT ° need to be miter CEMT. FIN. Cement Plaster cut and caulked all BUILDING PAPER in accordance butt joints need to o, 5 • ' SLOPE SLOPE with ASTMC926 becaulked using SLOPE 0.3 in: 12.0 in FT 0.3 in: 12.0 in (0.6 cm: 30.5 cm) (0.6 0.3 inCm n : :12.0 0.icm) over wood 2nd floor Vulcum caulk for all (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH . SELF -ADHERED FLASHING ` - - EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 1/2" Cement SELF -ADHERED FLASHING Plaster Finish WIRE LATH Block 2 1/2" Perforated Flange 1/2" Weep BUILDING PAPER BUILDING PAPER Cement Screed Plaster over block EXTERIOR Is floor WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL 3 3 Note: O The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD W P 10 SELF -ADHERED FLASHING P 11 SELF -ADHERED FLASHING W P 12 SCALE: NOT TO SCALE CEMT. FINISH WINDOW SILL V V CEMT. FINISH PARAPET WALL the weep screed, e����� 0 r11 T ����i i IN t`Yw 64 OF S 4-r �'�O.c •F � O R��'�� �� 0 2 v tg of CO In m r` •a"E g� €imfa� 't' Ps°�"�' Ouv'i�i w ,;Ere as D�Nn'c W a dQ� 2�c D"'m<vW a Os� Q QA12 a V1 ray O LL p®5 , �s4 u cJ U J rp WW`W{.FDSFNG.COM _Z 0 Z M Z $ � 4� Z � N oa in Z Z t/1 m �Q) CO J �0 LL W d WO W non ci U') (13 c) E = o P I c �ao oQ ®A Q AEWdill r1AM !! u0%wfil FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE I IVI Job Information: N�N 1..1� O o z c °° TH LO W 0 m M CV ar N d v z F'-ic�m � m m Q J000(;)wLL J Lu Z:) V o ♦ Model Name / Number: ♦ I Plan Issue Date: Monday, January 11, 2021 ♦ KA PROJECT NUMBER: 20-9739 Sheet: W P Of: WATER PROOF DETAILS 5" bath duct to roof cap w/ standard 70 cfm bath fan' DBL 25 SH- 25 SH - U - 16 PRECAST ABOVE 16". PRECAST ABOVE .__ UNIT ( I J ) L. EGRESS LANAI H1HI ca 8,_,O„CLG St I o : - 3490 S _BATH 3 BEDROOM 4 (� � _ OWNER'S BEDROOM CLG 8'-O" CLG NZ a0" C, G (2) oe0 SH 10x6 1 we 12x6 1 wod N 1 Ox6 1 wcd 2868 5 110 > _ � , _ x 2E68 FRENCH 50 _ J O �.. H4 BREAKI-A T \rag < o 14x8 1wcd 10-0c c -� _ O 230 6x16 6" \ 6' 9J` z zDa O U 11- rag N R/5� U 1» 12x12 r R/S.i L O s p, 9" 8x tw c x 0 rag - -� 8 4 lwcd S 25 Mi OOM U FAY D ro'—o•' CLc � TCHEN Q 1 ---R��OM 3 4„ 10•_0" c G M 6» t Ox6 1 wcd 1Zx6 1wcd 85 1Zx6 lwcd 1,!Ox6 lwcd 85 M 140 140 N N O w 0y S BATH 8' 0' CLG » � � w 1 Ox6 1 wcd / Q 0„ FLR 10"x12"� DROP fbragL10x10 rag 8 1 x10 ra 9 / t^ vJ m 5 j CLG SOFFIT cic 24x18 N Z SAS 2468 U 4, 3 / M.C. w w N O (Q I }.. V/ 4, 16 : — GARDEN TUB 7 CLG. 5-SH . �.. fir.. W W - ® \5» DINING RO0M 6" 1OX6 1wcd pmw �oz a a z 4•-iD„ / 8 / 10'-0"CLG f 125 r� -1 rc�o o.. ¢w N I VING ROOM FOYER 10 0" z CLG 105 65 _F Vcd 12X6 1wcd 10CTIL0Tc� �D �8X04 V INVERTED HIP TO 1 wF3g 1wad ^.N S.-3 r. w': - H4 _ W.H. 2 6$ Y 4x8 1wcd WS01 - 140 (2) 12" 1DE T - TRANSOM AB .' MET. . ABILO TRANS. ABA :- 0" C DBL 26 SH �0,0,._ 3'-4• _ 5, 0„ q g & 9 `� j 7VE® �®f7 �y is O.. SEE ELEV. EN TR M - ATTIC ACCESS® CATE INFIELD o [22" 51 COMPLIANCE I A w�/�C MPLIANCE - _10 CLG X 36• MIN y ! . LU VAM A Y w Z DBL 25 SH a r M3 4" dryer duct to roof cap 3.5 TON W/5KW @240V 1PH Li Q w/dryer vent box 18x13 len Platform by p N I— 5„ bath duct 3 CAR bldr O � GARAGE to roof cap M3 .. 8'-0" CLG = U W w/ standard 70 C/) O F— cfm bath fan — GT G.T 57 'S Q mID I ID a uct N to roof cap 5 bath duct G.T. Q®0 z I w/ standard 70 to roof cap S12 © a i ; m cfm bath -fan—I ig t w / standard 70 6 X 7 OVERHEAD S12 H 1k'° cn — both fan \ \ 16 X 7 OVERHEADcfm LfI � Z _j LIJ NOTE TO BUILDER MUST PROVIDE UNRESTRICTED AREA CALCULATIONS -.. -D 'J O � Q [if 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS \ -- - m 0- .__I W Transfer ducts/grills sized in compliance \ LIVING 2523 S.F. with Florida Residential Building Code-M1602.4 balanced return air. TOTAL LIVING (AC) 2523 S F Rating FLOOR PLANEXCEPTIONS 1-3 GARAGE 620 S.F. SCALE: 1/4" - 1•-D" "CR" .COVERED ENTRY (BASE) 177 S.F. ELEVATION COVERED PATIO/LANAI 200 S.F. ' TOTAL AREA UNDER ROOF - 3520 S.F. Must have a minimum clearance of 4 in Fhe!s- around the air handler per the State Energy code. All duct has an r=6 insulation value.