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Home My WebLink AboutBuilding Plans_ - STRUCTURAL NOTES: _.�.��. TERMITE SPECIFICATIONS. STRUCTURAL DESIGN CRITERIA INDEX OFDRAWINGS R318.1 CAST IN PLACE CONCRETE i CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT NO: TITLE BAITING TSYSTEM E, E D PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRES IVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" R PROTEC ION LAB L D FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202 , REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A PLUS OR MINUS 1 , AND HAVE 2 TO 5% AIR ENTRAI MENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLO IDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNITREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON, GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING. REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY•TIEANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F' OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTHIIN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANYAND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 3443 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI31&14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION ALUMINU SOCIETY OF CIVIL ENGINEERS: ASCE/SET 7-10 ALUMINUM DESIGN MANUAL - 2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. EXTERIOR COVERING MASONRY WALL CONST. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: R703.71. INSTAL EXTERIOR PLASTER. OF THESE MATERIALS SHALL RE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. EXTERIOR WALL LATH ATTACH EMENT LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS EXPANDED METAL OR HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-o14, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI if =1500 PSI) '. 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-12A, 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000. PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4• GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR LOFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. B. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS. FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-1.4. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. ' (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B)LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (L'V/0 CLG) FLOOR TRUSSES/ BEAMS ** FLOOR 1-JOIST*** LL/360 LL/180 LL/360 LL/360 LL/480 7TL//24 COMMMENTS: WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2" LONG, 1 GAGE NAILS HAVING A 7/16" HEAD. OR 7/8" LON •. +B •AG STAPL S. SPA D NOT MOR THAN B IN H ON C NT R V RTI -A Y AND HORIZONTALLY (REF. 2017 FRC R703.7.1). R703.7.2 PLASTER. PLASTERING. W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. R703,7.3WATER-RESISTIVE BARRIERS. *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" *** TL MAX 1/2" GENERAI, ROOF LOADING WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT. PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER TS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER.(PAPERBACKED STUCCO LATH), OVER AN APPROVED SYNTHETIC HOUSE WRAP. R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING. SHALL BE INSTALLED AT THE. FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. 42, 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO I" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CAB REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. �.. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWINGMIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.OE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF; WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/GD, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24)SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16' STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSS EXPOSURE 1 TOP CHORD ILL TOP CHORD DL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 0 - 10 0 10 0 10 TOTAL (PSF) 37. 37. 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ AV STORAGE (NON -CONCURRENT) 20 50 10 NOTE: LLREDUC710N3 ARE ALLOWED PER CODE BUT ONLY WITH WRfTTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING A MINIMUM SPACE IS RECOMMENDED 1 8" / MBETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCEANCE BARRIER UNLESS SPECIFIED. TOP CHORD ILL TOP CHORD OIL 40 (PSF) 10 (FSF) COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.1S NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 25 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® (D (+) 27.6 (+).. 27.6 10 0 29.9. (-) 37,0. (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 O 50 (+) 24.8 (+) 24.8 O +0 a (.) 27.1 (•) 31.1 Y (+) 23.4 (+} 23.4 100 (-) 25.7 0 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 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 WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT N S-1 LINTEL PLAN S-2 DETAILS v S-3 DETAILS v SA DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS m N 8 r g0ti99I offfff d �,�� Y'TLg64 '' •• F, o o ,fi a ��rJ tJJeasr' a ED ED $ m p v � n c° E gg gsggg WNW B y CD cydS •'� �. :! ik B p g � r w ri tJi t'i PRE ENGINEERED WOOD TRUSSES BOTTOM CHORDLL o(PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES x ��s nqos 8- BOTTOM CHORD DL SEE (PSF) `�' $8 m 4 B021 4i m .� 2". W a ¢ 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER - STRUCTURAL PLAN o. 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING v € • €� S y o q -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. g a E s 9 0 m ro m 3, TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENT`,- WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES. AND TOTAL DEAD LOAD. BALCONIES/DECKS 40 (PSF) a- c a. 4: BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFAC-PURER UNLESS NOTED ON THE PLANS,LL BALCONIES OVER 100 SQ:Fi 100 (PSF) U o J S. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WE® MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY a s z g THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIGHT STORAGE 125 (PSF) 3 .g g,. "$ y - y www.wsrrvc.can� ❑ ❑ ❑ 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES � o � 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS 60 (PSF) r/�' `i .SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 150 (PSF)0 ' ' / Z AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVI€W AND APPROVAL PRIOR TO FABRICATION. tv o AND PERMANENT BRACING AND/OR BRIDGING AS REQUIREDW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. .FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL HAND RAILS (d) 200 (PSF) .5 `J/ Z GUARD RAILS IN FILL COMB (0 50 (PSF) S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POIN'fl;� AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) 15 n Q I SHALL SHOW SLEEPING ROOM 30 (PSF) FOOT NOTES 40 (PSF) _ n UPLIFT CONNECTORSSTAIRS _ Z d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG .W N g 1. UPLIFT CONNECTORS - .SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. N TO UPLIFT OR LATERAL FORCES, INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD � u NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOf. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A R a MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. .v _ E E FIELD REPAIR NOTES GENERAL NOTES• E � w = m • o BUILDER NOTICE: £ Ln i. 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 Desl ner ° !t3 U '" E g /Englneer lusted In the tltleblock of these - - u o 0 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 . '- 0 v 1 •1 PLAN FOR EMBEDMENT DEPTH AT BOOR 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 _ 6 2.. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER T EPDXY 6" DEEP AT THE LOCATION OF OMITTED RESAIRANCHORING AND INSTALL A IX 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 � U rR o " THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY DRILLING A HIGH STRENGTH THE TIE ANCHORING ADHESIVE) USING CO P PER AIR 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 INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE , BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Des(gner/Engineer are not a o ua PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. undetected and not reported to the Designer / Engineer prior to v �AM5a''..MOM 86 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) # VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT (BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the n TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) nA"x 2"/n" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITESAFE.TY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these documents. Any questions regarding the MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS(USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF,. FOR ANY REASON WHATSOEVER. KA AND EOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHER information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE N0. CRC1330146 TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Assurance Manager at 321.972.0491 immediately. No backcharges MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SOS SCREWS AND (5)1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. 3000 GULFBR UCENEZE PARKWAY PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER will be considered for reimbursement by the Designer/Englneer d NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 31N A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO.TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. without advanced notification and approval by the IF GULFBREEZE, FLORIDA 32563 MISSED, CONTACT THE FOR FOR SUBSTITUTION. Designer/Engineer. Payments will be made In accordance to the a terms of the agreement. R DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HITS w/ (26) CODE REFERENCES ARE SUMMARIES FO CODE SECTIONS. 6 PORT ST. LUCIE 16d x 2-1/2" NAILS ANDI5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION, Job In FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. rmation: B MASTER REVISIONS a �- _. n DATE DESCRIPTIONENE rle O DAMS HOMES Of Northwest Floridan E > M S cam*) c 3 zF-`sUm EO CL e O J LLJ � o N JmU)w 00 u mModel Name / Number: 3000 GULFBREEE PARKWAY GULFI ,EEZE9 ELOME)A 32563 ��- Quo � 2000 ST,nUCIE COUNTY B ING DIVISIO o REVIEWED FOR COME LI C Plan Issue Date: REVIEWED BY a" Wednesday, June 3, 2020 DATE o PLANS AND PERMIT T BE K ON JQB B KA PROJECT NUMBER: SITE OR NO INSPECTION(S) WILL BE MADE Y 20-3003 MC)DEL 200"'0 oSheet: Of r oD 0 FrLMkR ET 160 MPH OPENING PRESSURES 20'-6" 14'-6" 101-0" ENCLOSED- EXPOSURE B CD1 9'-9" 9'-9" ` A +27.6 / -29.9 6 +27.6 / -37.0 6„ 46" S 2 J J C +26.5 / -28.8 D +26.5 / 34.4 +24.8 / -27.1 O +24.8 / 31.1 C6 TYP. M3 BM3 O e COVERED PATIO I M5 20'-D"x 10'-0" MB O+24.3 / -27.5 O +23.3 / -25.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 'ALLOWABLE" PRESSURES o I I n O g WALL LEGEND 44I8' ��9 , 5.0„ 7,„ T-pal 514. W _ 8 L. O © © I O ©MVERIFY LOCATION W/ BUILDER g 9� ',.. FRAMED WALL ram.-1-.^r-r-1-s-i-r-�; DBL 25 SH 25 SH 25 SH 25 SH HEARING FRAME: WALL 2868 111111111 $ - - EGRESS ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS Id 2 EGRESS o HOSE SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR BIBB 24'-6" 14'-2" STUD SPACING AND GRADE. NU b M TER MASONRY WALL "CLG. a BEDROOM "i VAULT CEILING G.T. 5 7'-s0" E ��`� QP • FS'. : $64 •.. GENERAL NOTES o it o " GREAT r - I 1,12 1. R302.5.1 Door from garage Into house must be a minimum 1 3/8" door, `- VAULT CLG. �� 3 m SLOPE solidwood solid or" honeycomb steel door, or 20 Minute fire rated door. E of � - I 3'.6" 2. Bathroom exhaust fans must vent to the exterior of r ,� 8T P ` y"p� O the building, exhaust to attic space and soffits is not • C� a 'y f� F L.. O1Ir• -cmv 36" FLAT BAR. z n: � x acceptable. Ventilation shall be permitted to exit through S ,V �� '°° fi� • `. J TOP ON 341h" � In o ; � � � the soffit If solid soffit Is Installed 5'-0" on each side of � j0r!!�i f r1Nt'a WALL W/ 12 3 O "� the venting. .� d D.H. i 0 0 3. R302.8 The shall be separated from the 9 3 z " w. ; garage residence and it's attic by not less than 1/2-inch Z O (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all a v - - - habitable rooms above by not less then 5/8 inchKITCHEN __R/SH_ 3' - ' 3068 (15.9mm) type Xgypsum board or equivalent. Where the Is floor CLG. 6 b m separation a -ceiling assembly, thestructure supporting the separation shall also by not less than 1/2 inch (12.7mm)_ E10'-0"FLAT - 00 `n/Irpfotected gypsum board or equivalent.g g VAULT <v of F�A R912.2.1 Window sills In dwelling units, where theWS01 c .PgF4. of an operable window Is located more than 690ning wS52 .. �4 Inches (1829 mm) above the finished grade or 1p s AR/SH --- --- §Urface below, the lowest part of the clear opening 8fthe window shall be a minimum of 24 Inches $10 mm) above the finished floor of the room In a a s °' yi F s Q 12'-2' 5'.5" 10'-11" 2'-0" 4'-0" zo Oich the window Is located. Glazing between the „ f3 g BEDROOM 4 STUDY - m ap in - 1 %or and 24 inches (610 mm) shall be fixed or have ®Senings through which a 4-Inchdlameter (102 mm) � � m g �' � a W .� � � o ffi o w m s.fl W VAULT CEILING DOOR,'PER _ _ _ _' g8lhere cannot pass. ID y m g = 2 g t38 a LL ACCESSIBILITY - CODE 2868 - 5. R308.4.2 o its $F 0"ao8 J c N of All windows within 2'-0" of doors and In 9 L 2 o q ;� shower or tub areas will be safety tempered glass. io ti DIN DINING v �ge'� www.wsaaa.coM ❑ ❑ ❑ r Q0 av4cl 6. Gelling for exterior entries and covered porches to £ x m U) ! 10.0 T CLG. PR have. 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" COX. 1O Z 77/477-,(a) iX T&G acceptable for substitution. Z g a_,_ Oy w 5'-10" 7.EC: R402.2.4 Accessdoors from conditoned spaces to unconditioned - 0 ' - M. spaces (e.g., attics and crawl spaces) ,..,:, '� J,; ;.;.: . ,... ... .>:. m � UU � shell be weatherstrlpped and Insulated to a level equivalent tp the msulabon on the surroundingt 0_ VAULT 2668 "'- PROVIDE PLATFORM ° .• issurfaces.`m° °p _ R/S_ _ FOR HVAC UNIT VERIFY SIZE W/ ° 'o 19 fro 8. Laundry t/l N w _ R/S `"--r ax washhern units s vent th(washeru &dryeen O Lai 2868 3 X 4 unit to sways o0", er left side cing box 036 - !Q m in i . - SHWR units) a so aff 9. Callings for exterior entries and covered porches to be E U H o O c m N m O W ") a QI?F.G. �O' a O 7/16" OSB on underside of roof trusses shall be O V, = m �f'6 I N 3'.6" LLL�FPF attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ Bd 1O V w E •-� 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 x HANSON BOX O: �� , attaches to OSB per manufacturer specifications ° v, U 0HANS IL- o AFF Wix (, , , NOTE: BUILDER TO PROVIDE = y a 3:� LAUN � _ -- � t W.H. ===-- APPLIANCE PROTECTION IF REQUIRED BY MUNICIPALITY. I . I. Q 6 A N � BEDROOM 2; � 'gg - w VAULT CEILING q SEE SHEET 4 FOR DETAILS I i e dIL HOMESin O litD' - i � DRYER VENT c - THRU ROOF , s FLORIDA CONTRACTORS 330�-6 D R LICENSE N R 1 14 2868 ,'.a MAX LGT 35' I I 3000 GULFBREEZE PARKWAY 12'-2" Ts^ 7-9" 21'-3^ ' N GULFBREEZE, FLORIDA 32563 FOYER DIVISION LOCATION: 2666 VAULT CLG. ATTIC ACCESS LOCATE IN FIELD ° r PORT ST. LUCIE ° BW2 22"x36^MIN �I Job Information: 8'.7" 3'-7" I 1 m WF39 m U H 3 m S -I I - - G.T. - - - I I - - - - m o m ' BA. 2 © H1 M VAULT CLG 3068 N R/S, - Ming GRE 6'-10" 1, 9„ 4'-1" o ( � a OW (D - --------- SD.. 3 CAR GARAGE --- 2868 _. , a �: 2666 8' CEILING , °- f L _ _ _ - _ - _ q I a " I LU 0 c (� > .. �� z H U m ---------- -------------------- I' 0 _3Q 0 m ao y BEDROOM 3 litQ ; ; I mVI Model Name / Number: ti 8'-0" CEILING i ' 2000 S12 $2 I HOSE '9VT AREA CALCULATIONS Plan Issue Date: Wednesday, June 3, 2020 S 2 BIBB a 1st FLOOR 2004 S.F. KA PROJECT NUMBER: O m EGRESS ' ' 8' 7' OVERHEAD DOOR u X _ TOTAL LIVING (AC) 2004 S.F. 20-3003 DBL 25 SH 16' T OVERHEAD DOOR GARAGE 754 S.F. Sheet: A 'f/� of, 6'-4" 6' 4" 1'-10" 161-0" 1'-10" ,I 8'.0" 4" FLOOR ❑ L PLAN. /� I� 19%8" 10'-0" a2'8" 6'-4" \ 1 /'� I V COVERED ENTRY (BASE) 45 S.F. SCALE: 1/4" ELEVATION = 1'-0" "B" COVERED PATIO/LANAI 200 S.F. � - TOTAL AREA UNDER ROOF 3003 S.F. o° 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 I ITUM S LB3 OF FIBER PER CUBIC YARD IBERMESH/nB RD( MADDED O THE CONCRETE. IN ACCORDANCE W/ MANUPS INSTRUCTIONS AND NER-284 FOR IBERMESH OR NER-414 FOR FIBERMU(, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES, 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FIR. TO BEAM W/ (1) 05 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 SLIDING 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. T PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G,C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 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 REINFORCING GRAVITY CAP. Fibel F1.0 1'-0" X CONT. 1'-01 2 45 E.W. BOT. 2000 F2.0 2'-0" X 2'—V 1'-0" 3145 E.W. BOY. 7200 F2.5 2'6" X 2'-W 1'-01 3 45 E-W. SOT. 11000 F3.0 3'-01 X 3'-0" 11-0" 4 #8 EW. SOT. 15600 F3 5 3'6' X 3'fi" L'-0" 4 #5 EW. SOT. 21500 F4.0 4'4" X 4'-0" 11.0• 50 E.W. BOY. 28000 54,6 4'6" X 4'-&' 1'-4" 5,45 F W. 807. MWO F6.D 5'-0' X 5'-0^ VW 6 e5 E.W. BOY. 42500: F6.0 61.01 X 61Q V4- 7 e5 E.W. SOT. 61500 LEGEND 0 - INDICATES SINGLESTORY FOOTING ® -INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING -_.._. FLUIVIU11NU KIJtK .. 20' 6" .. 14' 6" _ 10, 0" ------------ F2.5 - --- - - - F2.5 F2.5 FM03 , 4' 4" 7' 0" 2' 4" 3' 8" 1' 4' 3' 10" 3' 6" 3' 10" 3' 2" 3' 10' 1' 10" FM19 3.1 i I + ;1�1 w', -,�, VERIF'YLOCATION I W/ BUILDER TYP. U ; i CORNERS ' •• a eTEPDOWN --_- -' ___________________________________ ____________________ HOSE ,___ ________ _________________________ I ; ' I BIBB FMO1 FM01 ' 1 p I 3.1 0 1 1 , , ' ' I I a F2.5 F2.5 , ' 16' 8.1 71101, 00 , ail ; Lr JI'NEof l�m�. L� _ Jl;c� 11k. o 60 ._-'L-----' iG PROVIDE ELECTRICAL ; 1 & PLUMBING SERVICE THRU SLAB @ ISLAND - LOCATION (REFER TO FLOOR) o 1 PROVIDE CHASE MO FOR HVAC UNIT 1 I H 1 1 , � 1 1 1 a 1 I 28' 6" '4- 7. 10" � 2' 4" , M , , I Aa I 0 1 1° 1 a MIp 1 le 1 --- ---- in II i l V y` ;I`I 00 3.1 r3xa 1 OJ • -- 1 I I IFG. ,. I 3' 0„ 7, 0„ SHWR ; v wH 2 F2.5 00 o ' 12,2" ' , , 1 I -�----------- STEP DOWN 1' 10" 2' 10" 2' 6" 12, 611 ; 7, 9" 21' 3" 00 - -L---------------- ---' ' I W I ' F I v I FM12 FM02 ' 01 , ,, I I ■ ■ ' C.J. 1 0 STIFF DOWN ;I I 1 1 g ;0 1 UI O 7' 1 Iltl N 1 1 O N 1 : N Zt IV) In ■ 1 , 3.1 ; 29' 8" I in 10 1 I" , 1 1 I l 1 1 I I FM02 , 1 I I ..*HOSE c0 i FM01 I F2.5 3.1 BIBB C0 3.1 (2) #5 BARS 3.1 (2) #5 BARS Ili 'n ' ' W/IN EA. F.C. , W/IN EA. F.C. -----------------------' � 1 1 ------- -- ._ _ ------------------ rIp C ■ ■■ 2' 10" 7, 011 6 `2' 10" 1' 10" LJ 16, 01, 12' 8" 6, 4" T 19, 811 a (1' 4„ FOUNDATION PLAN SCALE: 1/4" = 1'-0" ELEVATION "B" % 01II i 1 J`%% 0 ' ! IN N I �G ._�. ND 6 it I • t •o �• SS P� F� o ° °ZZYtYYOyT`7 �.1 I III ,O `i 0 In N m E s 0I� � m a '- �sg - W 19�'" �LL�O-a:z a, ®m QN o z O gig ? 0 ter g 0 ¢ O U) LL ° a5 WWW,FDSENG.COM ❑ ❑ ❑ 0 Z o Z M Z n Q 1 a Q i ru 0 0 '64 d v ! V 4 W F� u N c m t� N fL9 W V N E _ � y Of N.V VO [—�I11OT Of � fQai Q mom ' FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: �n a "rd N m 43 O O R a LO W 4) c U o mo z_ 4) F- (o a U//''�� LL O s rye 'D/O1 W U) (n vi Vj Model Name / Number: 2000 Plan Issue Date: Wednesday, June 3, 2020 gVI KA PROJECT NUMBER: 20-3003 Y H Sheet: A Of: \K/ FPIPUBCOhYN BEARING WOOD WALL SCHEDULE SLID CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM MARK .SPACING SPECIES CAP.(plf) BW1 16" (2) 16d TOENAILS (2)16d TOENAILS SPF NO UPLIFT BW2 16" SP2 W/ (6}1.0d SP1 W/ (6}10d SPF 402 STUD, (6) SOd PLATE STUD, (4) 10d PLATE BW3 16. (2) SP2 W/ 16) 10d (2) SP1 W/ (6) 10d SPF 803 STUD 6 16d PLATE STUD, (4)SOd PLATE BW4 16" (2)16d TOENAILS (2) 16d TOENAILS SYP NO UPLIFT FB-W5 SP2 W1 (%10d SP1 W/ (6}lOd 16 STUD, 6 10d PLATE STUD 4 10d PLATE SYP 439 BW6 B. (2) SP2 W/ (6) 10d SP1 W/ (6}10d SYP 878 STUD 6 SOd PLATE I STUD, (4) 10d PLATE BW7 12^ (2} 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT SP2 W/ (6)-10d SP1 W/ (6)-10d BW8 12' STUD, (6)10d PLATE STUD, (4) 10d PLATE SPF 535 BW9 (6)10d) SSUD, 12' SUD, PLATE (4)10d PLATE SPF 1070 BWSO 12" (2)16d TOENAILS (2)16d TOENAILS SYP 0 to SP2 W/ (6YIOd BW11 12" STUD, (6)10d PLATE STUD, (4) SOd PLATE SYP 585 (2) SP2 W/ (6)10d SPS W/ (6}10d BW12 12' STUD, (6) 10d PLATE STUD, (4) SOd PLATE SYP 1170 $W13 NOT USED OUBLE 2x TOP PLATE TOP OF WALL {z SEE PLANMASONRY WALL OR IC WALL, SEE PLAN 2x STUDS PER DOUBLE 2x HEADER-:1PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH --SEE MSO3/S-1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTON INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2' A.B @ 32" O.C. W/ 7 INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SEF W/ .. SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. > REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. 7/16" OSB PLYW'O W/ SAME EMBEDMENT W/8d NAILS AT 4"OC GENERAL NOTE #8 BRG. WALL DETAIL IN FIELD AND EDGE. SEE GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED LINO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN: 7/16" OSS PLYWOOD W/ 8d NAILS AT 4" D.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8, IF THE BEARING WALL IS INDICATED WITH THE BW1, BW4, 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. 10d= 0.148" DIA x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4) - 16d TOENAILS 0 E2 l (3) 2 x 4 #2 SPF DTT2Z W/ 1/2" WEDGE ANCHOR* & (8)1/4" X 1 1/2" 2145 SOS SCREWS C3 (3) 2x 4 SYP #1-OR- (4) -16d TOENAILS 0 C4 (4) 2 x 4 SPF #2 OTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 1 1/ 2" "2145 SDS SCREWS Fcil 4 x 4.P.T.#2 ABU44 W/ 5/8" ATR** G = 6665 U = 2200 SYP POST & (12) -16d NAILS 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G =12000 SYP POST & (12) -16d NAILS U = 2300 8 x 8 P.T. #2 ABUS8 W/ (2) - 5/8" ATR* G - 24335 C7 SYP POST & (18) -16d NAILS U = 2320 C8 3.5 x 3.5 P.L. 1.8E Po=2400 PSI - HDU5SDS2.5 W/ (14) 1/4"' 21/2" BOB WS & 5/8" EPpXY x 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR**11 3.5 x 5.25 P.L. HOU5SDS2.5 W/ (14) 1/4 x C9 1.8E Fb=2400 PSI 2 1/2" SDS WS & 5/8" EX PY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Fb=2400 PSI HDUS-SDS2.5 W/ (20) 1/ 2 1/2" SDS WS & 7/8" EPDXY " x 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb=2400 PSI - HDU8SDS2.5 W/ (20) 1/4 21/2" SDS WS & 7/8" EPDXY x 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8-SDS2.5 W/ (20) 1/4r x C12 Po=2400 PSI AMANIZED 2 1/2" SDS WS & 7/8" EPDXY 7870 IF W. ANCHOR, OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF [C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS PNEUMATIC UNpNLAIILS: COMMON NAIL vs. PI DOM L P GU NAIL DIA: LENGTH NAIL SPACING 8d 0.131" X 2 44" OA31" X 2 1h" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148' X 3" 0.1.31" X 3" SEE PLAN BLOCKING & TOE 0.148" X`3'A' 0.131" X 3'A" NAILS & TOP PLATE 12d OA48" X 3'A" 0.131" X 31/a" 8" O.C.(COMM N) STUD WALL 6" D.C. GUN N L CORNERS 10d - 0.148" X 3" 0.131 X 3" 8" .(COMMON) STUD PACK 6" . GUN NAIL 06D(COMMON) COLUMNS 16d 0.162" X 3'h" 0,131" X 3'A (2) SEE PLAN (3) 16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING 12) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)- 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FLITCH PLATE, NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -13/4" x 111/4" LVL CONNECTION: PROVIDE (2) 2.OE Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 31/2" BOB WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" D.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2) -1 3/4" x 11 7/8' LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -13/4" x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - ZX6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET OH3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET (2) - 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 SOS WD SCREWS @ 16" O.C. TYP. EACH SIDE H6 (2) -1 3/4" X 91/4 ATTACH TOGETHER W/ (3) ROWS 1/4" X 3 112 LVL 2.0E Fb=2600 PSI BOB WD SCREWS @ 16^ O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ, AT OPENINGS OPENING 2X4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA, END (1) (2) (1) (2) 4,-0" - 9'-0" (2) (3) (2) (2) 10"-0"-16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH° IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION GREINF, GRADE SEE PLAN co Z N � . cl 16" (2) #5 REBAR (*) SLOPE MAY VARY 24" "MAXIMUM DEPTH. IF GREATEN THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION 8" OPTIONAL CURB FOR F F_ VARIES MASONRY @ ELEV. 0'-0" •'+�- •- - - - - W/(1)-#5 BAR CONT, r" •i' i' o I'. 2 STORY: 20" X 20" REINF: IN W. (3) - #5 CONT. SEE PLAN ;► _- (2) It 5 REBAR FM01 I SINGLE STORY FTG L 1/2"=1'-0" I FM02 I SECTION @ GARAGE I 1/2"=r-o,, REINF. SEE PLAN ..may ,_.• __�.-,_'».. #5 REBAR " 1'-" = 2 FM03 I THICKENED EDGE I 1/2" o (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. I - GAR. FIN. FLR. i ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE 4" GONC. DRIVE W/ 1/2" EXP JOINTS 10" O.C. TYP. 16" FM09 I SECTION @ GAR. DOOR 2 STORY: 20" X 20" W/ (3) - #5 CONT. -(2) #5REBAR .. = 1'-0" SEE PLAN =1.-0. 14 = 1-0" c m 8 4" ; S =1•-0" FM12 STEP DOWN NON BRIG. 1/2" 1'-0" I c SEE PLAN OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x 16° PLAN ELEV. 0'-0" WITH CURB O y TYP. SEC. E (1) #5 BAR CONT. i�L (G.C. VERIFY) � I _I z � -" F.F. REINF. i N : •- (SEE PLAN) 0 2 #5 CONT. INSTALL LINING BARS W/ ` >- ,.. : m d 2 #5 BENT MATERIALS PER y y MIN. 25" LAP SPLICE ' FBCR P2709.2 1 MUDDED R.R. 16" •:� �'e , SLOPED TO DRAIN THT. MIN. 1 FM1A SECTION @ RECESS SHOWER 1/2"=r-o" MIS TYP. STEP 7G. DETAIL 1/2"=r-0" ALTERNATE: THE REINF, BARS SHALL BE GRADE REINF. CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN BY COLD BENDING THE BAR WITH SEE FND. FOR ) MIN. BAR LAP OF 25" QUANTITY ; #5 X 25" X 25" CORNER BAR ONE n FOR EA. HORIZ. w :• REBAR, TYP. U.N.O. _ (2) #5 REBAR 16" A/C CHASE - 4• PVC SLEEVE 2 STORY: 20" X 10" FM19 I TYP. CORNER BAR DETAIL THRU FOOTING W/(3) - #5 CONT. FM23 FYP. FND PENETRATION 1/2" =1' STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM F.C. SPACING (D.C.) NUMBER/SIZE OF BARS LAT. HEIGHT N d 1 STORY d 2 STORY b 1 STORY b 2 STORY I IN STEM WALL 0'-0"-2'-0" 8.. 10" 16, 20" 1 W/ (2) #5 BARS <674# 51-8" >2'-0"-T-4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'4" >3'-4" - 4'-0" 1-2" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" W/ (5) #5 BARS CONT. >4 0 5-4" 16" 16" 48" 48" & #5 @ 18" O.C. TRANSV. 1162# SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL N O m 8C13 ci _1 OD F mgF L OD ti sLo = BSWD`#bN Ic w a ¢zLj W Vi H ag z fig zer�wms 3zo: sgApo0gyp'W� w� mm q AAA£I*ZN a � 51$"mZ V O UI m 04 O Z m Q .1O a EL YQQ [7 8 y DO a Eg � c m Ln 2 � W o CPS S - O ,Ln I g c, < rndnpo FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: a o N m m a o LL Y z �Lo C N Si m W N r c fh ?� co N U NOTES: m ' 1. SOLID WALL Z U m 0 n. VERTICAL REINF. IN GROUTED CELLS AT ALL CORNERS, JAMBS, m W c-I ' INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM ; O J LL SEE CHART ABV. -MAX. F.C. d `uo ".W.W.M.J SPACING STATED IN SCHEDULE o SPACING (O.C.) pA" "' �VERT. 2. S REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND vi "" `• 1VI d" Model Name /Number: W.W.M. TO R TIED TO #5 F.C. ABV. FDN. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND REBAR (1) *5 HORIZ. CONT. TIED TO PER PLAN SPACING #4 URN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO - EA. VERTICAL REINF. BAR EA V E NOTE TIE INTO VERTICAL BAR AND EXTEND OUT AMIN. 4'-0" INTO SLAB/ STEM OF RECORD PRIOR TO 2000 #4 TURN BAR 0 STEM #9 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER WALLS GREATER THAN CONSTRUCTION FOR MORE INFORMATION Plan Issue Date: 4'-0' " ,< < " 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK CONT. TIED TO " ` •. EA V TICALHORIZ EA. VERTICAL REINF. B ,:' ' " `1C. FILLING IS TAKING PLACE RN GRADE 8" MIN. ♦' V 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" Wednesday, June 3, 2020 To Top OF " . •• " S" h * - O.C. VERTICAL, GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" 72 g . Kp PROJECT NUMBER: STRIP FrG. }!'® ; ,C TALL (TYPICAL ALL CORNERS) y ,T d An'003 iW COMPACTED CLEAN Flu. y's •-e " 6. IF STEMWALL IS WITH IN $'-0" OF POOL OR WATER FEATURE FOUNDATIONS IN MAX 12" LIFTS Y STRIP FrG. W/ QT'T OF "MIN. COVER *SEE NOTE 5 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. REINF. PER SCHEDULE d b 8.R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE m .Sheet: Of: I3 SHOWN) PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. o �. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4--0" TALL SCHEDULES &'DETAILS FMASW I STEM WALL SCHEDULE NTS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,004 x 3 = 6012 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1-250 WASHER 1500 DRYER 50GO DISHWASHER 1500 DISPOSAL BOO SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 300 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,562 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,562 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000EACH A/C ( AUXILIARY HEAT STRIP) 10,000EACH B= 20,000 CIRCUIT CALCULATIONS FIRST 1O,D00 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 24,562) = 9,825 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,825 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 166 EDGE OF WALL o ((.°.�� ro 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL - - FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. BIBB - ---- — - — - -------- INSTALL FAN ' \ SOX PREWIRE , r Wp OF r � r II PROVIDE DISCONNECT AND GFI/WP OUTLET PER -CODE FOR A/C COMP. - 4 INSTALL FAN BOX PREWIRE OR FOR D/W r r i r OF +FAIRE o OF , 0 O i220 \\ FOR HOOD 0: I.\ GFl \ z FJ r � : GFl kfiTT INSTALL FAN - —� BOX PREWIRE INSTALL FAN BOX PREWIREIL,.I 1 , 4 NSTAL.FAN IOX PRIEWRE LJ I of II II II , 1INSTALL FAN ` -0 BOX PREWIRE CHIMES zv �" W r, 220 w r r W.H. GFI g w \ FI,C&42" z GFI w w i D I 220 � , r `\ \ I \ ; A"CEEECTJIC ` !F RE(j D BY CpDE GFI `GFI -},), GFI 42" �1Y I FOR GARAGE FOR GARAGE DOOR OPENER DOOR OPENER ----- -- Ir , , r WP r r r GFI ' i ' .GFI ' r r r ®42" HOS \ i i BIB] r r ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURFD FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39"AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU.43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314A AND LISTED IN ACCORDANCE WITH UL 217 5. PROVIDE AFCIS (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBCR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36' FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED- 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24", THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBCR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN bth EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406,12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER(GFCO. 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH Q SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH %�\ FLOOD LIGHT $4 FOUR-WAY SWITCH V �J $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTUREri In S TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT � 2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET (F— DOOR BELL ® SPECIAL SERVICES OUTLET O0 P DISPOSAL TV❑ T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAMEASUNDERGROUND WITH ELECTRICALCONTRACTOR 200 AMP SERVICE 200 = 210 COPPER OR 4I0 ALUMN. IN2"CONDUIT METER MAIN DISCONNECT 200 AMP AIC DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #8TO HVAC BONDING TERMINATION #4 OR, WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W MIN. 8- DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. ELECTRICAL PLAN SCALE:1/4' = V-O" ELEVATION "B" 1=1 a - �� m g � 00Q W SS2 m t. pry5 W LLNW Q Q¢LL a W ((J \O m � Z � 2 O WBa avOBgr a 0 m € W MM 0 Y W "5 u WIgPI V [� m IS o-R- ZHa m o a s 9- BE z 0 s" _£. W y r '. WWIY.FOSFN6,COM ❑ ❑ ❑ a O 0 N ? N p m Z M T $ a � m o IF I IL M- n �, W F Ew Q C m m U 2wE c "w 0§0 F oab6 3: o be c as Q mom 0410 ® DAMS HOME FLORIDA CONTRACTORS UCENSE NO.CRC1330146 v 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: a 20 O a g ,-I ¢ 0 A W 0 a Y 0 M E \ N o / m ri 0 � � OJLLID � a vi I J m W W gModel Name / Number: 2000 g Plan Issue Date: Wednesday, June 3, 2020 KA PROJECT NUMBER: Y 2"003 Sheet: Of: ELECTRICAL PLAN 0 EO I ,,, TOP OF BLOCK FIN. FLR. 48" OFF FUDGE VENT 48" OFF RIDGE VENT TOP OF BLOCK_ 0 LITE TEXTURED DECORATIVE 0D CEMENTITIOUS COATING 3'4" X 4'-Oil tO TEMP. FIXED GLS. WINDOW FNTR. ON TUB 25 SH FIN. FIR. RIGHT ELEVATION SCALE: 1/4"=1'-0" TOP OF BLOCK FIN. FLR. 12 6 LITE TEXTURED DECORATIVE 2868 DOOR CEMENTITIOUS COATING DOOR STYLE MAY VARY REFER TO SPECIFICATIONS RE R ELEVATI TOP OF E c0 iD co to , DECO. STUCCO :BRACKET , , e . SCALE: 1/2" = 1'-0" ..................................... B_RG. lid ENTRY _ _ _ 6" SMOOTH RAISED CEMENTITIOUS BANDS w/ 2'-0' RETURNS CO TQP OF BLOCK — �HHERADER W/ 4COH 0 �co i0 FIN. FLR. _ DECORATIVE SHUTTERS TYP. DBL. 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH 3068 w/ 16" TRANS.ABOVE VENTILATION CALCULATION Formula = SF / 300 / 2 * 1" = net sq Inches of venting needed equally for Intake and exhaust Soffitproduct provides 4.12 nets in/sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F. of Area to be vented (SF) 3003 s.f. Total needed for exhaust for upper 1/3 721 nets inches Total needed for intake (soffit area, lower) 721 netsq inches Number of Off Ride Vents for upper 1/3 needed 5 L.F. of Ridge Vent needed (can be used in combo with ORV) 40 Lineal Feet- of Soffit needed to meet required 132 Uneal`:Feet of Soffit providedb lad 219 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH SMOOTH RAISED 16'x7' 32PANEL — CEMENTITIOUS BANDS OVERHEAD DR. w/ 2'-0" RETURNS FRONT ELEVATION "B" SCALE:1/4"=1'-0" TOP OF BLOCK FIN -FLR. LEFT ELEVATION SCALE: 1/4"=1'-O" T31 LE 10. 8'x7' 15 PANEL OVERHEAD DR. 0 00 TOP OF BLOCK FlN. FLR. • SE q`e4 • G K J ; �N a1ggA o 0 . Ty :WS �,i L O i °'is iiiita ur d c a d F T E E W cw 1-g°� g2 %b xt is � B�I �z �� g�P SO HP! � A m s_m A0a ^w�o w off° LQ W Oa r a at zo Mj- $ a o w ° www.Foswd.cav ❑ ❑ ❑ s - v z �_ m Z o N Z � Z p c Q C 3 d� zZa (o ru E E•� — e�tqq O w p t/Y c m � r Q Ey 00 G as IIII DAMS HOMIM0 C FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 8 r DIVISION LOCATION: PORT ST. LUCIE Job Information: Nm L.L m Ov z wF N O >10 'm N v; -1mcncn Do N 0V1Model Name / Number: 2000 VI Plan Issue Date: Wednesday, June 3, 2020 VI KA PROJECT NUMBER: s 20-3003 o, Sheet: � Of: 0 N s m o I ELEVATIONS - B ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX 20'-0" MAX THICKNESS IS 15/32".) IF 15/32" IS SEE DET. T603 USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS G.C. TO PR( BLOCKING' W/ APA REI FOR SPAN F 7/16" OSB SEE"HIP/R BLOCKING" 0 Z S EQ. W Q CONTINUOUS BOTTOM CHORD v "X" BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL TB04- - - 4 HIDE DETAIL TBO1 a '0 COMPLY AMENDATIONS ATING OF _ _ q DGE DETAIL O UJ O O � � Q TOP & BOTTOM CHORD GABLE END BRACING @ -� 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs 4 FT. 2 '-----------------------`-----0--------------------- ----- ' I 4 FT. O, O O' ------------------------ 2----------------- 1 5 F, O 4 FT. 2 5 F I. 4 FT. O2 ; ' ".O O" 1 11 3 - 4 FT. f------------ _----------- 4 FT. O O O 4 FT. O ROOF NAILING ZONE DIAGRAM NAILAT BASE2 ROWS@4" O.C. W18d COMMON NAIL ROOF NAILING SCHEDULE: NAIL AT TOP PLATE TWO ROWS @4"O.C.W/BdCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD CO NAIL INT. AT 30 O.C. W/ 8d COMMON NAIL ZONE 2: Sd RING SHANK NAILS @ 6" O.C. ON EDGE AND W O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4' O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE; IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER NOTE: W/ Sd COMMON NAILS @ 4. O.C. 7/16" OSB MIN (SHINGLES) SPAN RATED 24/16 GO (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING. (APARATED EXPOSURE 1)15/32"OR GREATER MEMBER IF GABLE END CDX PLYWOOD (TILE) NOTE: Sd NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2". SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1./8". STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW ISM x 13/4" STAPLES & 2" O-C- ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15132" OSB (2)- 2x TOP PLATE 15/32" OSB EXPOSURE EXPOSURE 11 BEYOND IN SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET LVJ 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM _ _ = II it It II II SOLID 2x t I II I) II BLOCKING@ALL LU III III It Ii II I SHEATHING w fit III It II II EDGES (SEE II III II II SECTION N= III 11 II OPENING 111 II IF- - - II I II II 1 u III 111 111 _ II � II II IN II II I 11 II II ZxSTUDS� n--I II II 11I BEYOND. III I I 1 11. I I I 11 II II 1 SEE PLAN IIII III II II I I I II I II�z I II II II I 11 1 1 1 SHEATHING .2(4 P.T. BASE PLATE BEYOND VERTICAL ' HORIZONTAL SEE PLAN WALL ELEVATION DIAGRAM IS"=NAIL SPACING 1/2" /2" ALTERNATING DOURDOURI F NAIL D. SPACING w 0 Wz LL 2 a0�_a G } k82 y 0O0 LL cc R~iJ ril00 NWIr LL y LL -S AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 92 SPF TURNED VERTICAL W/.7116" FLITCH PLATE TO W/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) Sd NAILS (2) 8d NAILS @ 3" O.C. STAGGERED BLOCKING SECTION X-X "CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CANNECTORSCHEDULE FOR: ADAME HOME -2000810YE0 UAI TRUSSACNAL MNNECTORUPLIPt -S10 BEARING POINT CONNECTORID FpSTENEpS NdB PETER^ [['_ DESIGN RACING , A08-gp65,C1-CS, C3$ {SS ro"" C1V-CSV, .: "m." a".... ...".L. .... ' - S/R aTR w/nz EMEEMEPH w/ SIMPSON Sfl" EPOxV @ MAS. 5eedeaH GEO¢/s 4' TRUSS LAYOUT "BI1 SCALE: 1/4"=1'-O" F CRITERIA 'TANG @ EAVES U.N.O. SANG @ GABLES U.N.O. UT FASCIA H PER ELEVATION .OADING SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR&FASTENERS SPF SYP OMNECTCR & FASTENERS SPF I SYP OFRAME TO HETAI6w/(8)10dxl 1/2'OH HTA/6w/(10)10dx1112-OR MASONRY HETA20 W(9)10d x 112' 1810 HTA20Wl(10)10d x 112' 1685 1870 BO ANSro FRAM©FRAME H2.5AW/(1O)8d NAILS 535 soRT]AW00MIJNAILS 515 SSS TO H10Aw/(IB)10d x 110 1015 1040 RTI8AwA17)10dx 111? 895 1020 FRAME H10 2w/(1S)1Odx11ITAT2PLYTRUSSES 030 1080 RT1S4w1(I6)10dXI 1Y1'AT2PLYTRUSSES WS 1m O FRAME TO MT612w/(14)10dxl 1/2'(AT EXTERIOR MTW12W(14)10dxl 1YC(ATEXTERIOR FAAME LOCATIONINCLLIDE(3)12d TOENAILS) 860 990 LOCATION INCLUDE 43) 121 TOENAILS) /003 1195 OFRAME TO MGTWAZ2)10d NAILS AND SM AT.R.w/12" MUOTI5 W/(28)10d NAILS AND 541"A.TR. w/ MASONRY I EMBEDMENT w/ SIMPSON'SET' EPDXY 3330 3865 12' EMBEDMENT w/SIMPSON'SET" EPDXY 3330 4495 O FRAME TO HT52Uwl(24)10dx1121(ATEXTERIOR HTW20 wA24)IW x 1 In' (AT EXTERIOR FRAME LOCATION INCLUDE(3)12d TOENAILS /246 1310 LOCATION INCLUDE(3)12d TOENAILS 1286 ifi30 Q FRAME TO (2)HTS20w/(48)10dx 112"(ATEXTERIOR (2)HTW20w/(48)10dxl Ilr(ATEXTERIOR FRAME LOCATION INCLUDE(8)12d TOENAILS 2190 ZSiO LOCATION INCLUDE (6)12d TOFNAILSIEV 25]0 30B0 FRAMETO HGT-2w/(16)i0d NAILSAND(2) 5/8-AT.R. HUGn w/.(16)10d NAILS AND (2) 50 A.T.R. O MASONRY w/ iT EMBEDMENT w1 SIMPSON'SET' 10690 w/1T EMBEDMENT w/SIMPSON "SET" 7020 9790 6 EFOXY W-3 FOR SPLY). EPDXY (HUOT3 FOR 341LY) : OFRAMETO H FGTR w/(18)1/4'x 3'SDS WOOD SCREWS RFUS w/(12) WES WOOD SCREWS AND MASONRY AND (2) VT x S TITER HD ANCHOR BOLTS S400 4n5 (4)3/4'XB"WEDGE-BOLT 7110 (1) LGT2 w/(16) t 6d SINKERS Jt FRAMETO (7)11cx ZIA-TITEN2 17W 20M OOo� dL MASONRY SEE NOTE 46 BELO P� ® FRAME TO MASONRY I (2) LG72 W (32)1W SINKERS A (14) 1/4' 219'TTTEM TRUSS) 350" 4060-M (2) LUGn w/ (32)16d SINKERS & (10) 3100-M 3100.M FRAME x (2PLY OR 16d SINKERS FOR FRAME (2� (FA) 3240.E 3770-F iM x 7 WEDGE -DOLT (2 PLY TRUSS) ON (92)180 SINKERS FOR FRAME (EPI 38mF 4520.F O FRAMETO (2)LOT3 w/(24)1Wx3°SDS SCREWS A(8) 30 V TITEN(2 PLY 473OW 657" (2) LUGT3 W/(24) 1/4"X 2112'W826 6480-M 70M-M MASONRY/ IS TRUSS) 5010-F SCREWS &(4) 9/S' x 5' W9(2 PLY TRLIW) FRAME OR (62)16d SINKERS FOR FRAME (EA) 6960F OR (66)16d SINKERS FOR FRAME (EA) 6480f 7710-F OBEAM K TO HU410 OPT HUG410 w/(18)1Bd&(10)1W LQSW H0410 OPT H04101F W(W) I W&(10)1W Gpf080 O BEAM NAILS JAI 896 NAILS UN1950 OBEAM TO HL1410 OPT HM410w/(18) TITEN GM4500 H0410 OFT HD4101F w/(20) 1/4' x 3' GX33w MASONRY 114" x2 3W & (10) %HJ NAILS UP1800 WEDGE.BOLT & (10) 1Od NAILS U&9W 'C BEAM TO M46 OPT HUC40 NAILS & C 12 MASONRY/ W/(6)10d (12) 1W x 23W TREN(TO MAS.) GU1540 U08B0 Gp3000 UPI 135 HD46 OPT HU46w! (6) 10d NAILS & 239° TAPOONS(TO MAS.) G#1625 ON2015 FRAME OR 0Z 10d 8 (0)1Od (FOR FRAME) SYP-F SYP-M (12)1Wx OR (12)16d & (0)10d TOR FRAME) U41030 SYP-F U4B50. SYPW c FRAME TO R)META16 OPT (2) HETA20 (2) HTA16 OPT M HTA20 O MASONRY 1-PLY WI (/0)10dx1 TOR 1920 2365 Ina 2365 t-PLY w/(10)10dx1 In' OR 1870 2430 3 2-PLYIr/(12)1Bd 2-PLYw/112)16d. HTSM 16 w/(8)10d NAILS AND (4) 19' IA- 965 1110 HTWMI 8 W/(8)1W NAILS AND 141 i/4' W4" 7145 1226 TAPCRONS WEDGE -BOLT OFRAMETO MASONRY O OR HTSM20w1(10)10d NAILS AND 14) 114V 1/4" 966 1110 20w/(10)1Od NAILS AND (4) IJ4"XI 3/4' v � TAPCONS WEDGE41OLT 7145 1225 OFRAME TO H10SW(B)Sdx111T'NAILSANDI2)318"xb' O P MASONRY TITAN HD 780 910 DTTa w/(S) 1/4' x1in. SOS WOOD DTB-n w/ 18) 1A1" X1 ln2 WEI5 WOOD I OFRAMETO MASONRY SCREWS AND (1)1/T 9 A.T.R. EPDXIED w/ 1935 2145 SCREWS AND (1) Ur 9 A.T.R. EPDXIED w/ 1510 1835 It; SIMPSON '3ET' (SEE NOTE A4) SMPSON HSET"(SEE NOTE X4) c HTTS w/(28)19d x21/T NAIL3AN0 (1)5/8'H HTT45w�(28)IWaI1?NAUSAND(I) R ®FRAMETO MASONRY AT.R.EPDXIEDw/SIMPSON"SET' 4375 990 WMA.T.R.EPDXIEDw/SIMPSONHSET" - 5005 E SEE NOTE &4 BELOW) SEE NOTE "BELOW) HTT4 WV(18) iBda 1/2" NAILSAND(1) S/S" B HTT45 W/(18) 18d a VF NAILS AND (1) ®FRAMETO MASONRY A.T.R.Dw1SIMPSON "SET' 8640 4335 9TB A.T.R.EPDXIED w/SIMPSON "SET° 4180 c (SEE SEENONOTECI BELOW) (BEE NOTTE 4W BEL .2' TO. FRAME H103 w/(24) 10d x1 Ur MILE 785 810 LUGTI W(23) 8d X1 In' NAILS 875 1045 F 3 FRAMETO HM9KTw/14)1145A 12'SDSWOOD RTiSMw)(9)10d X112'NA1LS& o O MASONRY SCREWS &(5)1/4'x21M"TAPCONS 760 7BJ (4)1/4"x 13M'TAPCONS 1 S5 1395 VOT Id(16)1/4'xT BOB WOOD SCREWS& B. OFRAMETO V MASONRY (1) S/T9 A.T.R. EPDXIED W SIMPSON-SET" 3555 4940 c ,d 12" MIN. EMBEDMENT O FRAMETO (2) VGT w)(32)1/47A"SDS WOOD SCREWS & (2) 5WO A.T.R. EPDXIED wI SIMPSON MASONRY 'SET' $170 7185 w/ 12' MIN. EMBEDMENT 9 VGT w1(16)1/4"x3' BOB WOOD SCREWS& O FRAME HDU4SOS25 w/ (ID) 1N'x2 VT SDS WOOD 3285 4565 MUGT15 w/(22)1Id NAILS & HTT45 W (19) - 4180 4 FRAME SCREWS&(1)519'SA.T.R. 10d NAILS&(1)518'9 AT.R. E, a O FRAME TO (2)HTT5w/(S2)16tl"x21f1"NAILS& R HITT45W(n)1W'x21WNAILS Lx FRAME (i)5/6'9A.T.R.(SEE NOTEIM) 4375 5OW &(1) 618.9 A.T.R. (SEE NOTE IN) W05 v a OPUA»AI nnuuFr*nR unTFa.. s 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS/ BEAMS VW W 12d TOENAILS. c 2. ALL TRUSS TO TRUSS CONNECTIONS ME PROVIDED BY TRUB&' MANUFACTURER, U.N.0 ON PLAN. E 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS. SEE FRAMING PLAN FOR CONNECTOR CALL OUT, 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP 412,q" TO TRUSS VERTICAL WEB W(2) ROWS OF 101 RAILS 3- O.C. STAGGERED 6. 1T MIN. XTA EMBEDMENT 0 CMU BOND BEAM U.N.O. Ip 6. SCAB TRUSS CHORD w14'-V 2x SYP #2(MATCH CHORD LUMBER SIZE) w/(2) ROWS 10d Q e FROM END &4'O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS oo D MUCH AS POSSIBLE O MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONRECTIONFOR ALL ROOF/ FLOOR TRUSSES TO MASONRY WALLS/ UNTELSI ICF WADS UNO ON PLAN 2. CONNECTION AT 24'OR 32"O,C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL F8121531 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLS/ICF WALLSNNTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT92'O.0 MAX w/(2)AT EACH CORNER, D.C. TO VERIFY LOCATION DOES NOT CONFECT wrNI (IF APPLICABLE) LAYOUT 5. CORRECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLISEAMS w/(2)12d TONAILS O MINIMAL CONNECTOR LINO ON FRAMING PLAN 1. . CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM © MINIMALCONNECTOR MOON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIORIEXTERIOR BEARING WOOD WALLS ANDIOR BEAMS. ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON .PRE-ENGINEERED WOOD TRUSSES AT 2'-0' O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2.THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16- OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALLPANEL EDGES ARE TO BE BLOCKED SOLID WIT H 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN S" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R908,1.1 - - - 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 FEES MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS, FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL SEE TYP. WALL 2x4 P,T, FASTEN TO C.M.U. W/ 11/2" LONG' T-NAILS @ 2'-0" O.C. SECUREJCHANNEL @ 12" O.C. ETAL DRIP EDGE x SUB -FASCIA _UM FASCIA VINYL © G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" A LI 1`I S E QG w co: v * ' a^)S3 • * • 1�f 01 g'flaW h Dim €3Q#sFF ti LL B' 5-N �W- OI �ma Il a¢LL W MAD` Q °��d��a� g ¢ �o z° Of m O gg s- E 0p In s�$y?4a=j d g d LL Ep ° o C N S16a 2 a SRI"§ W IS �c WWW.WSENG.COM ❑ ❑ apft UI m 2 N LO m c z� a�J a z fIT�1'I `✓) C� � lln�J C) N I„ f. V/ t fu - c in rnI = d 5 � 2 cot - In U 0) ,tea c Qmo4w i FLORIDA CONTRACTORS UCENSENO.CRC133o146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 z _>� (,V0 > t 0 c m IF A m r1 3 z V m m a Q J w <O o 0Model Name / Number: 2000 Plan Issue Date: Wednesday, June 3, 2020 KA PROJECT NUMBER: 20-3003 Sheet: 6 Of:. TRUSS LAYOUT TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT, SIMP90N SP4 W/(S) - 30e X 11/2 BPS OR BPS FOR 2x6 AND 2X8 WALLS DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MSOS FOR MORE INFO TYP. FILLED CELL W/S000 P.S.I. CONIC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL I• EXTERIOR FRAMEWALL 8" C.M.U. 2"X #2 SYP/SPF P.T. W/ (3)1/2" X S" "J" BOLTS OR 13)1/2" X 6" EXPANSION ANCHORS DR (6) 3" X 1/4" TAPOONS OR. (8) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 Fa AME (V /BRG/SHEARTWAL N.T.S. R5 REINF. 2W MIN. LAP SAR R #3OR#4REINFORCING 1) BAR /e" #g & #4 1 AP SP I .F 25" MLet iN 05REINFORCING BAR #5 STD. 90° HOOK #6I AP CPI ICE SCALE:1"•4'o" - 36" MIN. LAP -.-iI #6 REINFORCING BAR GRADE 40 U.N.O. #61 AP CPLICE MSOS I REBAR SPLICE DETAIL - GRADE 40 1 NTS I ATTACHM NT RE UIREMENTS SIZE TAPCONS .SPACING # ROWS 2 x 4 1/4" X Zak" 12" O.C. 1 2 x 6 1/4" X 2114" 12. O.C. 2 2 x S 1/4" X 234" i2o O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. rPRECAST_ #1 1UNTrL ; a ; (21 2X P.T. ; BUCKS W/ 1/2" O.S.B. BETWEEN FASTEN PT NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS- SEE OTHER NOTE FOR SPACING REQUIRED MS11 1 2X BUCK DETAIL N.T.S. UNTIL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BILK CELLS WITH 3000 P.S.I. B Er GROUT ONE 45 W LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOP OF SLAB ( MS02 1 TYPICAL SHEARWALL SECTION —ARM & GROUT SOLID BAR CONT. RM85 12" LINTEL DETAIL 1 3/4"=1'-O" 0 O O U LINTEL PLAN SCALE: 1/4'1 ELEVATION 111311 GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2- (1) 05 REBAR IN TIE BEAM IS TO BE CONT, THROUGH OUT INCLUDING All MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. a LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL.PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER, IF A SMALLER LINTEL IS INSTALLED CONTACT EAR FOR APPROVAL. ' 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTECRETE, QUALITY PRECAST, LOTTS, PROCRETE F = RUED WITH GROUT / U = UNFILLED RMAR ATIOP R-RECESSED rQrT'. OF k5 1-L R CL I OEBAR @BOTTOM OF LINTEL CAVItt +III TOP KNOCKOUT UNTIL BLOCK COURSE y�+o tOFF16-113/1T 11 �OUANTRY („ GROUT WIDTH OF H J 05 REBAR AT 05 REMAT NOMINAL TOP BOTTOM OF o UNTB. CAVITY HEIGHT —BOTTOM REINFORCING T •ACTUAL PROVIDED IN UNTEL (VARIES) TYPE D SI.NATION B° INALWIDPI GENFRAf CONCR%I.INTFI. WAVJ=f.FNFRAI INSTAI ATION W= 1. Pc lxeeasf llmels=36M psi. 1 ProvIQ®{uy ,,,N,erlwm one heal )drxs. 2. d'e prestressed Trial = 6aOO psi. 2 snare Need Asalearoqulred. 3. 000 pa w/ 3, Inita�LtIon 0 lintel must comply with the ardmasWral arb/o abucNel driverel. 3A" meareadared ggir sand 4. n�mun ant ry wits ( and Si IA I slump. 4. U-Umgla are mamRactu l Nth 51/2" bng patches at the area to eceannmtlate S. Conose masonry units (CMtlJ per ASTM C90 w/ verectili pardoning add groutaig minimum met area dempmsslve straegtlt="a"'pa. S. NI Ingle meet or exceed L/560 vertkal dellecBan, except) le 17'4"and 6. Reber par ASTM A616 Grade 60. aggygNt a namhal haWt W B" mast a exeetl L/18G. Presire�lrg strati pa ASTM A418 g 6. Bottrop patl atltletl rebarW be located at the bo0am of the Ilntel caviy. 7. 21W all relexadan. 7. 7/32^ Ciamsa wire aerruloa we waded to ea bottom surel der meamnkal anchorage. 7/32wireper ASTM S. Cast piplece cemseas me) be provloee in coni'mmea ideal b Ilea& concreb Otyp�io 6. Marta per A6TM C270 type M a S. masanty anita B. SaN lead range Issued on rational del wall per ACI 3M erg AQ 55O M. Fbrlde Phumai Approval No. 15&1 11. The egerla surface 0IMab Installed In mderio eonarete meeonrywalls eha time a cowing ataNero applied In accorl with ASTM C 926 orceher approved coaPog. 12. barbtl and.pint) orb l IletereQ ultsteoar Wads) b rbi s Waa put fth pros ehwtl be cnedatl fa wmMr»Ioetlng wtlN the tWlwAng puekbn'. C utifil Applied verUbtul had! 4 App11a twplmntal bad < LO File )cal lose Sate horimnlal load — o 1,701070 0 8RF6-08/1T SFSOB/ST P El ... El DY SRF7.dAB/1T 8F16-18/1T8F © co2018/1T 0 0 0 0 O SRF22-16/iL 8111 O O () © 81`2816/1T 0 D SF32 1S/ST HURRICANE ANCHORS (TYR.) _ 'PRECAST °U" LINTEL W/ SOOOPSI CONIC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT R R I� If dl id / REBAR ON BOTH SIDES OF OPENING U.N.O. PROVIDE KNOCK-oUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID :. W/ (1) 95 BAR FOR ALL WINDOW OPENINGS W-6" ANOLAROE GROUT SHALL BE FLUSH WITH TOP OF WALL 10" /—STD. 90 HOOK HOOK,_ / ANOLE 3000 Pi CONIC. Vill #5 l EBAR 11 , BE ®WAMMJ 1�=Mimi 6T fW' c ��. a .!.- � Elmo r 11 FOUNDATION PLAN SEE FOUNDATION F-0RU)CAl i PLAN MS01 I BLOCK WALL REINFORCEMENT N.T.S. c rn v to Ei a y�y Gi 0 c 0 .y y� 6 a) G 3 0 hS'44�ii"f'yyrlf+r gad? T �R �4'a A_ I W/�/l/1JARii$rL c \ g N s T � N E p a a I® N N GOO 7r a-1 .-I OD i' Eat E C �iN00 o u �� J � o�gLo LL 6roB� W'�'6�E a x� a� W W W a CCfa N E 15 .Ga GO DO all �. HE RSa 1q� e YWJIY.FDSBV6:COM ❑ 0 ❑ V O to Z ®. uvi rn N M p Z �O � e Z w a Q 0 J 1 V W — Y c o z OQy ( Q 1 m c E � � E V — n W " o ® ! r o c in C/) ZD �Np M C a (i3 (Mv1 U E° N E YI W O V e A I.1 be Q mdnvD :AIDAMS HOM v C FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY W GULFBREEZE, FLORIDA 32563 Ti DIVISION LOCATION: € PORT ST. LUCIE ♦ Job Information: dab a A O Q lee — TYP. BOND BE4M n g Z. e'x8"xIS" K.O. LINTEL BLOCK - a U1 aCr4 0) FILLW/3000 P.S.I. CONC. W/1 #5 DIA. ILO_ M REBAR E 0 m e-1 3 INDICATESAM FILLED SELL FROM 1TTO lii v aa>�� / ` -' i L) M a s BE1#7f5 BAR MIN. IN. 0 (Q O J LID � OO J m (n (n 0 mVI Model Name / Number: 2000 TYP. DOWEL 25" MIN. LAP (ACI 530) ♦ Plan Issue Date: d$ Wednesday, June 3, 2020 ♦ KA PROJECT NUMBER: x 20-3003 d o Sheet: Still Of: N €b LINTEL PLAN FILE COPS V G N UN_ O N ¢ G y10 yyN Y O O N N E d a v c 3 N x m ggqq111777;y� TO Ns w�•. v ; 0161 Eg e * , c .. C � T P A : $'( ,P ss .p •. .y ." �`J 20 1r f�2IIill1! g1`�. N o N N 3 a a m m a 0 c m " e In E `d - � u1 g-g N . S m LL7 y F a 00 W E�gBm D�O(I!O'I LL LL lL d _ BLOWN IN R 30 INSULATION PER FBC g it o a Lv; - a O AND ENERGY FORM SUBMITTED WITH $� ?' N z o -�% BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) a v m S a it ,°, pOf P"t'08' W6m� C Op0 O 12 Y w F $ IN p" 00 m ' 12 WITH PERMIT APPLICATION PROVIDE BAFFLES AT EAVES FIBERGLASS SHINGLES OR SEE PLAN TILE ROOF PER EUNDERIANYMENT 'S a s i £a = L 2 n J o a o - SEE PLAN FOR VENTED ATTICS82. ( ) OVER APPROVED 2 o o g2. FIBERGLASS SHINGLES OR PRE ENGINEERED W00D PER FBCR 9UCTU OVER APT RATED STRUCTURAL SHEATHING 8- c � 0 11 WWw.PL)SErvG.CAm TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA TRUSSES @ 24- O.C. (SEE STRUCTURAL NOTES ; - FASTENED TO TRUSSES PER ROOF $ `� m n ` U 0 PRE-ENG. WOOD RATED STRUCTURAL SHEATHING' NAILING SCHEDULE) Z ti � `W' ) M (SEE STRUCTURAL NOTES TRUSSES @ 24' O.C. FASTENED TO TRUSSES PER ROOF �f '�; „ 1 TRUSS ANCHOR (SEE PLAN) ----`--�`-'�`J`- ^ SEE PLAN FOR Z d i NAILING SCHEDULE) BRG. FIT. o $ 1 TRUSS ANCHOR (SEE PLAN) 1 2" DRYWALL / TO BE INSTALLED ON OUTSIDE FACE FELT PAPER OR ' ' METAL DRIP EDGE TRUSS PLATE w n Z $ i •._..l�,�l,_l\-,_r. J�.J` _ _ _ _ _ _ _ _ _ _ _ P.T. 2X SUBFASCIA 3/9" . NAILER y o U �-METAL DRIP EDGE SOFFIT, SEE ARCH. 1/2" DRYWALL h �v w F2 w PLANS c p 1/2' DRYWALL CONNECT ALL 2x STUD 2X SUBFASCIA CURTAIN NAILER r d 8 x 8 x 161C0. 1 x 9 P.T. @ WINDOWS ,y LINTEL BLOCK E ` ( i jO w o �"jj"/// c m - (�' TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. 1 x 8 P.T. @ S.G.D. ^ O.H. W/ (1) #5 DIA REBAR & n S o ` ,V) = m \ / V1 �:� 16d TOENAILS PLANS n SEE ELEV. 3000 PSI CONCRETE a iii lB U c��a N E 1/2" DRYWALL PRECAST "U" LINTEL Ir SEE PLAN FOR HEADER SIZE SEE SCHEDULE 7 N Q mom alm Li OPTION 15/32" OSB EXPOSURE 1 ON MAXIMUM OF (3) - 2X PLATES MAY BE 0'H' EXT. WALL W/ ALL EDGES BLOCKED. eo ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. ®i�IVIS HOMES S PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE @ Z" O.0 EDGES AND FIELD. NAILS AT 8" O.C. fi 9 c NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. . FLORIDA CONTRACTORS LICENSE NO. CRC1330146 ALL BEDROOM WINDOWS. REBAR W/ 3000 PSI3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW w/ SCREEN " SHOW ALL LOCATIONS " SHOWN ON FOUNDATION " GULFBREE2E, FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN &FLOOR PLANS LOCATION OF OPENINGS IN u DIVISION LOCATION: EXTERIOR WOOD WALLS. IF NO PORT ST. LUCIE OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). ♦ Job Information: NOTE: 44" MAX. SILL HGT. ON J ALL BEDROOM WINDOWS. r r VINYL FRAMED WINDOW CEMENTITIOUS DECORATIVE WINDOW STOOL 11 W/ SCREEN FINISH 7/8" THICK PER ASTM PER SPECS " PRECAST CONC SILL o C-926-98A " N m " 2X STUDS (SEE FLOOR PLAN FOR PAPER BACKED FOIL R-4.1 H O MORE INFORMATION), SEE TB13 INSULATION AT CMU BLOCK WAIL N T 1/2" DRYWALL ON SHEET 6 PER FBC AND ENERGY FORM V EXTERIOR FINISH - s FOR NAILING INFORMATION FOR SUBMITTED WITH PERMIT (SEE ELEVATIONS) a S. 0 R-13 INSULATION AT EXTERIOR WALL SHEATHING. APPLICATION FTG. DOWEL #5 DIA. REBAR ¢ � N U) WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 112" x 8" TITEN I x 2 P.T FURRING 1 x 4 P.T. 17" IN CONCRETE - 25" —� F W Q m M WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O,C. EXTEND (ACI 530) ABOVE BASE NAILER E \ +-- c0 MIN. 6" FROM END - SEE W507 SLAB. ALL LOCATIONS SHOWN R /7 m WOOD BASE FOR TERMITE SHIELD WOOD ON FOUNDATION PLAN o m Z d SEE FOUNDATION PLAN Y U W Ip d FOR SLOB INFORMATION - _ - _ TOP OF SLAB SEE FOUNDATION PLAN FOR SLAB INFORMATION np ri t+ - _ _ +. TOP OF SLAB -.. o@` M W 0000 L° L. 00 � VI GRADE r Model Name Number GRADE CLEAN 2000 COMPACTED N O i 'SEE PLAN FOR � N ♦ RE -BAR QUANTITIES Plan Issue Date: Wednesday, June 3, 2020 16" SEE FOUNDATION PLAN SEE PLAN ♦ KA PROJECT NUMBER: FOR FTG REQUIREMENTS SEE FOUNDATION 20-3003 PLAN Y oSheet: S_2 Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-0" 3/4" = 1'-0" WS01 TYPICAL WALL SECTION - 8" CMU° TYPICAL FRAMING DETAILS V N m m m ro � m L" 1 Y4" 145 (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) R0W OF STAGGERED 10d R0WS OF STAGGERED 16d R0WS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D - 0.iV-, L- 3-t/2") OR EQLAL (D = 0.162", L= 3-1/2") OR EQUAL OOAD A L)CENT NAILS ARE OMVEN FROM 3) FOR 4-PLY. PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OFTHE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.s. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) E F.F. NERHANG FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQD 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE CONNECTOR REQUIRED CMU— -7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W/ 2 -8d EA. END EDGE VIEW SP4 AT (3) 16d SEE PLAN COMMON FOR WILL �24" O.C. NAILS(TYP)� HGT. ©ATTACHED `�/ I�ii/�/ •<�•41i%�/l� • . • °o��ll� �. i ,A ACH ENElf . f TO OSEI W/ :• NAILS. SEE DETAIL ABOVE SEE ELEVATION FOR ROUND/ SQUARE TRANSOM BOX HEADER EACH Mi WINDOW OR DOOR OPN'G �-CMU 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) 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W I'd 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50%0F T0P ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z w/ (12) 16d NAILS TYP. TOP & BOTT."MVh' NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d 70NAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W Ed 2 1/2" x 0.131 NAILS *NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. 80TT0M SPLICE OVER STUD WF17 I TOP PLATE SPLICE DETAIL 3/4"=1'-0 * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS ICINGS SIZE END EA END EA END EA END LESS THAN 4' (1) (2) 1 (2) >4' BUT <9' (2) (3) (2) (2) 10'-U" - 6' 3 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. — TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP SOd NAILS @ — 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) — AoFN * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & SACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE EE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12' 0/CFOR 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 HEADER W/(2) O FASTENED TO OF 12d @ 16" O/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. OR 8 1/2" AT GARAGE STEP DOWN awa•�ws.:��= ®■ '6"8m N w g �j a0 P u5 g w 0cvI— d®LO 00 AD E�V � � o��Rrn 4L LL it W w asLL� o_ ui w m o 6 m m o�€s ZHa� d ; a it o WWW.FD3ENG.00M ❑ ❑ ❑ o z M ry z M O Z a N Q c �•YF' � J a � U) — y Z a (D 3`N w � l.J o E ° O L O C m M �MI/T "mm U W ON O v (p N 0 Y to o AA MC YAMC'C FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: 0 oLn L4 Lu N / c ro Q J L u J m U) VI Model Name / Number: 2000 Plan Issue Date: Wednesday, June 3, 2020 KA PROJECT NUMBER: 20-3003 a Sheet: S=3 of: N TYPICAL WALL DETAILS U MS18 I RETROFIT WALL OVERHANG DETAIL N.r.s. WF39 I TRANSOM DETAIL AT ENTRY 1/2" =1'-0 WF09 I WALL HEADER DETAIL N.T.S. *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING - DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN - TO BE LESS THAN , 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR , OR EQUAL TO450 _ O.H.UNDER-SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. I. MINIMUM 2"x4" 8d NAILS @ 4" O.C. WALL AND ROOF Y9x4 �:. CROSS BRACING �'" - �� SHEA 2x4 SYP BLOCKING FOR'THING, SEEONS3 (SEE PLAN FOR 1 " "; �'+'=' BETWEEN TRUSSES @ 48" O.C. MAX. FASTEN TO EA. SYP I BRACE FOR LOCATION) ' , BLOCKING TRUSS w/ 312d NAILS EA. GABLES 3'-0" TO 5'-11" TALL. '- END 2x6 SYP L BRACF FOR 2x4 SYP CROSS BRACE GABLES 6'-0" AND TALLER. APPROX. 8" FROM RIDGE ATTACH L BRACE w/ THEN 48" O.C. AFTER. NAIL w/ 12d NAILS @ 4" O.C. 3-12d ®EACH FEND & C4 5 ' CROSSING AT 45 ANGLE. GABLE TRUSS ' (NOT REQ'D WHEN GABLE IS 4'-1' OR SHORTER) FASTEN (1) SIM ON HGA10 12" LONG 2x4 #2 SYP BLOCK AT „ .� CONT 2x4 SYP SPANNING (4) BRACE CONNECTOR FROM BRACE LOCATION. FASTEN TO - TRUSS BAYS (8%0") NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. < (3) 12d w/ 3-12d TO CHORD (MIN BLO PLATE NAIL GABLE TRUSS a PER JOINT 1ST 4 BAYS) TO TOP PLATE w/ ' 16d NAILS @ 4" O.C. CONTINUOUS LATERAL BRACING 2x8 T. PLATE 1/2"x8" ANCHOR BOLT 4 BAYS NAIL OVER X-BRACE AS SHOWN- AT 48" O.C. MIN. `o INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP MASONRY WALL G g w/ (3) 12d @ EACH TRUSS WEB N y�y II NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE TRUSS w/ 2-12d AND 1 T013 FOR ATTACHMENT SIMPSON H8 w/ OVER JACK TRUSSES, SEE 3 N 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"X1 1/2" BIDS WOOD SCREWS GABLE 2x4 BLOCKING w/ 2-12d TOENAILS NAIL TOP OF e CENTER LINE OF HIP RIDGE, TYP.l_'_HT PROVIDE 2X4 MIN. BLOCKING AT / END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d FRAMED WALL OR BEAM ON �� a,Qi..... �RF °°ice Q S BETWEEN TRUSSES W/ (2) 12D AND BELOW, SEE PLAN. 10d x 1 1/2" NAILS W/ ,` ✓ •••� o•" G� NAILS EACH END TO TRUSS TOP m Je� �: g6G CHORD @ WOOD FRAMED WALL @ DUTCH GABLE T - �: ND �•':o. * ,") 0, A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.S. 3 i" �••, 5 O� r �t WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP �•`\\'•,� A ---- TRUCTURAL PACE �cF �1j1Trrs�.a G.T. SHEATHING `-' 'TNv�xx ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 44++ .. c TOP CHORD WHEN REQ'D NAIL TO TOP CHORD d d TO PREVENT SHEATHING ACK - - - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSE 1p 12d NAILS @ 6" O.C. MAX24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) a FD m a (2) 120 NAILS MINIMUM (3) 12d ° ROOF SHEATHING AT 12" O.C. MAX PER JOINTLMINIMUM 2"x4" SPF OR SYP TRUSS BRACING E .� SEE * SPACED AT 10'-0" MAX g' rJ R PLAN m �. W X N mg J - 2X4 BLOCKING .°- '° 02 BETWEEN TRUSSES HIP TRUSS �',�-, m� a $ SFCT-� y a LL,L W N a Si �LLo',6` 2`€.a z a 13 TB03 HIP RIDGE BLOCKING DETAIL rN.T.S. TB04 TRUSS BRACING OVERLAP DETAIL TYP 1 / N.T.S. m ° F"g„ffi Wl Emt m m p o ° JIBE! co, $3b W J 5 WWW.FOSENG.COM -1El 0 $ N M � t0 ■(A,, 2!� � TRUSS NOTES: z � g n Q a g 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 tjJ a u_ (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 n IN WOOD TRUSS CONSTRUCTION, FULLBUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED v Z TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY c V) 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. ° y v y (/\� /1 W 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL o V/ E LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 3. ALL BRACES SHALL 4. ADDITIONAL B0770M CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT Q w ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. C fn TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. o S. PROVIDE TRUSS BLOCKING ATALL TRUSS BEARING SUPPORTS WHERE L!) M SEE TYP. TRUSS BLOCKING DETAILS a co N E �. SHEATHING 3 TO 4 TRUSS x4 AS SHOWN ¢ ,,• I� N L) W O TRUSS SPACES ALTERNATE DIRECRON .y Q RUS L� �+ ®lp 'iMS HOMES VERTICAL SCAB 2X6*2 SPF 48"D.C. l W/ (4) 12d TOP & BOTTOM OR H5 SEE TRUSS (2}1 NAILS OR HCLR/LL IN PLACE OF (4) 100 SECTION TO EA TRUSS ° FLORIDA CONTRACTORS LICENSE NO. ORC1330146 REQUIRED @ RAFTERS GREATER THAN 8'-0" B-B 3000 GULFBREEZE PARKWAY SEE PLAN OUBLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING d " GULFBREEZE, FLORIDA 32663 PRE -ENO. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS a zx STUD WALL VARIES w ROOF DIVISION LOCATION: SLOPE •'x PORT ST. LUCIE SEE PLAN CONV. FRAMED RIDGE \ Job Information: MAY RE NAILED w/MIN. VERTICAL SCAB 2X6 42 2X4 SPF BLOCKING / \ (4)12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d \ BETWEEN TRUSSES NEXT TO PRE-ENG. TRUSS pyg gLKING. NAILED ® EACH TOP & BOTTOM OR H5 OR \ \ @ 4$" O.C. MAX. SIDE W/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d \ \ B REQUIRED w/ (2) MTS12'S REQUIRED & RAFTERS GREATER \ \ / THAN 8'-O" 2X4 SPF BRACE \ \ / of 4(• @ 48" O.C. - NAIL w/(4) \ COLLAR TIE \ 12d AT EACH END & cr'n SHEATHIN RAEFRTER rd \ \ ALTERNATE DIRECTION c O \ \ CB 2X4 BLOCKING BETWEEN BEVEL CUTS ` TRUSSES W/ (2) 12d NAILS (OPTIONAL) s a 0 EACH END, CONT. EACH BAY TBTRUSSES C Lo > B ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN —Uj O BLOCKING OR H5 48" O.C. / / I` N C M PRE-ENG. TRUSS \ / / Eo a N M STRUCTURAL SHEATHING CONT. ROOF SHEATHING AT TRUSS TOP \ / / M. �'i CHORD AT ALL HAND FRAMED AREAS TYP. \ \ / / w coW to SEE PLAN FOR CONNECTION B SIMPSON A34 OR \ \ / / 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM TRUSSES W/ (2)-12d NAILS @ (USP MP4) @ \ \ / / 2'-O" ON CENITER \ \ / / O —/yJ'� /LU '�/') pip LL J W U) U) AT 8'-0• EACH END TRUSS MAX2x6 RAFTERS 02'-0"O.C. 2X4 SPF BLOCKING \ ^ BETWEEN TRUSSES Model Name Number: / MAX. w/ 13) 12d COMMON Y \/ @ 2a" O.C. MAX.w/ Ol ,2000 WALL BELOW TOENAILS TO RIDGE BEAM (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN / •\ (3)12d EA. END (TYP.) g 4 FT @ 2'-0" O.C. MAX W / (3) 10D O COMMON TOE NAILS TO RIDGE BEAM SEE PLAN W 2X4 CONT. AT STEL OR ODD T & B CHORD BEARING SUPPORT 'u VI Plan Issue Date: TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/z" SPACE Wednesday, June 3, 2020 RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING ♦ KA PROJECT NUMBER; SEE PLAN FOR MORE SHEATHING INFORMATION 20-3003 Y 2x4 S.Y.P. @ 16" O.C. 2 Sheet:SA Of: o T606 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. TB15 EXTERIOR NON BEARING WALL DETAIL N.T.S. ROOF FRAMING a 101 AND BRACING DETAILS FILE COP N�omemFa�ana,5pa, W,NFramn9: (iambs, Hod aunt Sill) �� THERMA-TRU INSTALLATION�� e2Sprulx/Plm/Fk or saw Sificane - 'J V 1 is i 1 ` KEY DIFFERENCES CHECK LIST f w ath. Minkn . Strews erporao Poneaaaon . � ` . Rough openings are 1/4" smaller on each side and 1/4" smaller on the 8 8 8 8 S. ___ _-_� � — Crlaain9 Baal header than standard Therma-Tru rough opening dimensions. a�a ------ ------------ - ---- Amu p \ SEALANT L Fin" Use only a maximum of 1/4" thick shims. NAIL SHINGLES W/ IL OR 12 GAUGE ROOFING Crow Section VICW Predrill the jambs and headers using 1/8" drill bit. Predrilling ° NAILS, 3/8" MIN HEADS. 6 PER SHINGLE. Bdwlcrr V[ew of P� oca" III wawa Increases structural performance. Cecil Use only 2-1/2" wood screws (#8 and #10) when securing the pre nimm Sw hung frame to the rough opening buck. Drywall screws, deck screws, _ • and nails are insufficient anchors, and should not be substituted for wood Screws. oo�'eh, • Sllitorm Lme valley by centenng 20 ao�t'ae�oy __- �eios ya.�ons ` _._ -. ..-__.. certain of the number and placement of all screws securing the frame 36' wide Esmedor Sheathing Coda,ays p a nTeetl will CAN eterproafNgS Ingle ` 'o to the rough opening buck. Consult the architect or engineer of record tlene mant or `ePVON ¢ cuholent dlr to se s concerning fastening the buck to the rest of the building structure- k ethca AW Gowse ","ao o" aea`O 3Cd used � m6 teas Notewestnmgtyrewfnmendthe Sae ef#ashfng OW01'#S$Nftg sell and SAIpanaasstated InAIE21Jill Howeva; due to '`, Rake A,s CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT wr/etmnmmdesandbuf/d/wg type; IthAd? up M the end user to dehrmhro the proper lnste#atbn OfMM#ems. Metal r D GOT Gall witnt Drip g W ' OPENING SIDES AND HEADER. 7 ir',.+,. m, u.-.' EI "6,S_t �... Before me ITS yolll hBal till boJN e wra maybe aniel lbnm for ins eCSon, but lease le stick file wrap 6^ of G2 each shbi@e Edge 1 qg" Ee es P S = P 9 IO ( valley centerline 'p pro ett'ha Uix0.+fram Er,,,t`h and y.Nerd?mtg¢an6t conmuJ „vl is cn>tpkte. c c�menlePllett 6" �s ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE raggng q0 5tept Meawre to be sloe the ocenirgu318"rotlZ"largathen the willow dtt lwlh vedkally and iwrizoma9y. you mayaghWpmdrilltheinstallationholesinthenattldsane. 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS c gpp2nallvyopnffuppe Sae7° R90a2.a.BORpEDGE. haMsm me a may " cal ralissibiI Stated SHOWN, THE TAPCONS ARE TO BE CONTINUOUS THRU THE Orher o(i rimed' pieces to use In 5thlw,e PROVIDE GRIP EDGE AT =Avas noGABLES OF . SHINGLE ROOFS. OVERLAP TO eE A MINIMUM Sep t Apply a generous bud of sdimne W the backsBk of Me mammal fin. Use a dal ailknne to sNArlaltly, fill all voids between the W DOOR FRAME, 1 X P.T. BUCK STRIP AND HAVE A MINIMUM of 31n(76ew). DWE DRIP EDGES SHAU EIrEND e e• in BELOW SHEATHING AND EXTEND BACK ON THE fin and tla wall sheathip . A W ,v& OF11/4"EMBEDMENT INTO THE MASONRY JAMBS, Lend Onesningles R00FAMINIMUMOFDin,DFdaEDGEATEAVE6 Step Itotthe wMdowFdothe opening from the ouWde.The WkdowisWdelM•Indde" and °ourgfk",but N these Wei, tale bear over the fake and SHALL BE PERMITTED To BE: NETALLED EITHER `,`,`'• x v _% HOriP edgeia OVER THE UNCERLAYNENT, THERE SHALL 9E A eaeas about 1/2" OVER OR UNDER THE UNDFRIAYMENT. IF 145741 LED removed, the bead should always be to the inslde of me building, / Cuta11rg1es2 - Hdrip is 3/4" MINIMUMS WnTH OF flUUF CEMENT INSTALLED Step IfaMi Skins under the Sill,adWng Clem until the unit is plumb In the opening. Shims should be tmalkd under the dB away 2 feet. used,11 d r ' 6" 6„ 6"6G6 bdek from If no drip edge IS USM OtiER THE DRIP EDGE FLANGE, GRIP EDGE SHA L SE The window should be basics CI ONenteM In the Wdn rig in" than 4° t domain BIa w ndoW 8nd Vldi i2a OF N valley cenienina CENTER- MMCREETHEal as rI A� 3" 3' 3" 6n 6n. 3 " DETERMINE --`-_ CCORANCE WITH SECTION R$01.213 IS 110 MPH __ S Imtalime10X Will screw 4"fromthecarwrefCafin ate end tithe head an and both'mbs. Step remaining faaterses ld r plamments fromthe[arcr Q j n , 3 3" 3" 3' _____-' EIGHL a°evla hill, Center Mesch harrhe member. Useomereate Deer- (17KM/H) OR GREATER OR THE MEM RDOF HEGG SETRipESHtighten the saeva all pull Usion through The fen. Also, make sure the screws go In ismght and do Get cause the frame to bow. MFCHADCALLYNSTENEDAMAMIGUM OF411,10HES� ON CENTER WdN harlNng 5ndlld ha minmUm #2 N '. \ \ 6" 6" 6" 6° 6' _ 6' 0 Of SpmreJlBrc/FIr Fasteners should be+ 10 screws msuRWent fh to ldlleve /.fi/B" Mbn into the wall all no less than tR" froth a of Pram SHINGLE INSTALLATION GUIDE T +/ : No 8 • o = ' 6 Fademr0uandes needed Neadl side of !tomato achieve S" m s oI FrMle PkrMer 30' 26' 25" . 34' 42" SC" Sr a6" 74" 62" 90" 98' BE : * Number of Fasteners 2 3 4 S E 7 a 9 10 11 12 13 T Remove excess 9lkoe ueeze our from around the fin and ens hopes "� OF 4�n0 crj'i p`t SPACE SPACE On a yoga. use stiome to Is voids. Sep B 1/desired, a foam InauWaen can be applied m the interim gap between the window and wall halnlg. If applied, tlrisnwst /re dre o ''��'. �!':'-y1 r EVENLY EVENLY ROOF CRICKET: wo>?zvrmA+at,PG r ♦ F \ p' L r {• 0 1-`E MIN: 3:12 SLOPE p-vErzuH. ASPHALT BASED (REQUIRED AT SEALANT APPLIED Step9 Since these windows am typiraul, used in rooms with high mN9bae,k; batllrooms,ttBremmmendM Cent Ca lnterler gap m q L i ALL LEVEL VALLEY TENURED, PAINTED BEHIND FLASHING between the window all well framing also be sealed wash dlkCne and taG101 m as Gar ro interfere with the uwtapatlen of L srt 1 • t s f s) • A s t'A v' a EXTER. WALL FINISH AND EXTENDING A LOCATION$)or OVE wallboard, file or men, MINIICAL B" x H GALV. AT RISE FLASHING W6E OF FLASHING Step 16 Dore all construNon 5 co�kte, remove the hubde wrap!nigh th;.amide all aWSde tithe willow. [f necessary, dean the v 3 HI KNEEV VERTICAL WALL FLASHING CONT. AT NNEEWALL blades with a Lwld and warm water usingasoh dot D - - - - - T ENTRY PLASTER STO SEALANT 8 - ROOF Failure to follow these procedures will Void any and all warranties. SHINGLE6 � a 6" X 6" H GALV, FLASHING CONT. a 6" 6" 6" 6" 6" 6" ro GENERAL NOTE: g " 6' „ 3" FLASHING DETAILS 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. E 3„ 3„ 3_ q6' 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. a A way m N 6" 61, 6" 6' 6" 6" 6" HORIZ 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. NOTE: THIS DETAIL IS REQUIRED FLASHING AT ALL VERTICAL. o $ g m tD '� ` g F" On 00 WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION Q , � .2 d LL ` SINGLE DOOR SINGLE POOR W SIDELITE SINGLE DOOR W/ SIDELITES m a gW O ,rnmd AND CALL OUTS. W mN��s m [FM 6"6" s"6' 3n FLASHING DETAIL AT CRICKET Product Approval Submittal a'dZ'_j O ulwa jj?Aft o 3„ 3� 3" 3n 3„ 3" 6" 6" / KNEEWALL INTERSECTION Affidavit g ZaAl� z z a s 3 - O O 6'^ _Til 11 1 6n 6" s" Building Address: Contractor: Y a8 m BrO g W $ m silly E m _ Building Permit: o N Product Design Manufacture Model # Attachment Approval # Pressures Method pp000 E pig m "� J SPACE - SPACE �S m� ^�p�M (I 1 Z r- W ? N z ro EVENLY EVENLY - INSTALLATION OF BUCK Roofing: DADS 1st Choice COUNTY Al IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING 9L7006.1 R-10 BUCK STRIPS - 2x (DEPTH OF W'DOW " • .' \ NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. a v in W - - - AND/OR SGD FRAME MIN.) GLUE STRIP W/ 3/8" MIN PENETRATION THRU SHEATHING " � z v - - w/ ADHESIVE SEALANT & SCREW w/ 3/16' ^ t ¢ o x 3 1/2" PHILLIPS FLAT HD. "TAPCON" ; d SCREW MIN. 4" FROM END AND 16" C.C. ROOFING VENTS Z o I� aJi Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, TYPICAL 2x BUCK Products Inc. "Offtid event" " FL21580.1 R-1 § /w� WQ) N P '!mil _ 6„ s„ 6n 6, 3" " 3" 3 ATTACHMENT N.T.S ROOFING UNDERLAYMENT: INSTALLATION OF WINDOW TANI BUILDING Ali No. 30 UNDERLAYMENT SHALL gE APPLIED AND 1st Choice FL1232S-RS PRO UCTS LLC 30 ASPHALTSA RATED ORGA ° E ra o E v _ Ga �p w "� o00 BUCK STRIPS - 1X4 (DEPTH ATTACHED IN ACCORDANCE WITH g' N 6 6' 6„ 6n OF WDW. FRAME MIN.) GLUE 2nd Choice R905.1.1 a� m ` STRIP W/ADHESIVE SEALANT BLOCK LINTEL w w E DOUBLE DOOR W SIDELITES / & SCREW W/3/16" x 2 1/2" PHILLIPS =' .' 1/2" DRYWALL Overhead Garage Doors: FLAT HD. "TAPCON" SCREW THRU ' ' 1st Choice +30.0/-30.0 CLOPAY 73W6 o '. 00 DOUBLE DOOR THE W'DOW FRAME INTO MASONRY 16 x 7 2"x6" P.T. WOOD JAMB WITH FL16546.1 W 0 JAMB MIN. 4" FROM END AND MIN. 73W6 (5) 1/2" DIA. x 8" "1" BOLTS 2nd Choice +30.0/-32.0 CLOPAY FL15279.36 3 ¢ rn d m Qum 8 x 7 16" C.C. DAMS HOMES 1/8" SHIM SPACE Swing Doors: EXT. FINISH ° THGLAZED DORP. 1st Choice +67.0/-67.0 FIBERGLASS 0 INSWING 2X BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.1 / FLORIDA CONTRACTORS LICENSE NO. CRC1330146 DRIP EDGE WINDOW THERMA TRU�ORP. FLUSH TAPCONS MIN. 4" FROM TOP &BOTTOM OF INTERSECTIONS FL20461.19 2nd Choice +67.0/-67.0 AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL16 ° FIBERGLASS DOOR pUTSWING SEALANT GENERAL CONTRACTOR TO COORIDATE BE ATTACHED WITH 3/16" x 3" WOOD SCREWS MIN. FROM 4 1' BACK OF JAMB TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C, = v_ 3000 GULFBREEZE PARKWAY SPACING AND SIZE OF TAPCONS w WINDOW / THEREAFTER. (TYPICAL ALL 4SIDES) P GULFBREEZE FLORIDA32563 MANAFACTURER'S SPECIFICATIONS Siding: v TYPICALMASONRY OPENING +G/-146.3 The Talp o Group 7" Staggered INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING 1st Choice NAILS 1ih" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. FL20403.17 6' DIVISION LOCATION: PORT ST. LUCI E Shakes HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL WINDOW INSTALLATION N.T.S N.A. N.A. SHALL BE BEYOND WALL DRESSING N.A. 9 V Job Information: Windows: 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON +40/-50 MI WINDOWS 1 R9 1st Choice single Hun (fin) ANCHOR WITH MIN, 1'A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL FI 17676. < >_ LOCATION OF BARRIER TO BE 1'-0" 3540SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS Single Hung (flange) OSUFFICIENTLTH. TO PROVIE BUCK. AL 17676.8 RE) Dx m IN FRONT OF MECH. OR APP. WHEN REQUIRED THROUGH 9/CK USE #8 WOOD SCREW OF �I DR INSTALLATION MIN. EMBEDMENT 3540 SERIES SUFFIENT LENGTH TO ACHIEVE 13h" N DO +50.0/-INCH MINIMUM EMBEDMENT 50.0 MI WINDOWS Picture W1ntl0W IN WOOD SUBSTRATE. FL18644.3 R3 X WOOb FRAME'S BY OTHERS WOOD SCREW Mullions: r I_a 4" DIA. CONCRETE SHEATHING IZI+It9 M-1926 Ve tical FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE FL 18504.1 BY OTHERS 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A n z r FILLED PVC. PIPE. MINIMUM EMBEDMENT WITH 1' a O M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 C AULI; BETWEEN EDGE DISTANCE = W O > ., Q 0) N ° ce - FIN &SiHEATHING Fixed Glass' • F o > O M O TOP OF SLAB' .• 3/+4" - +50.0/-50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR � DIST#tIVGE 1st Choice WITH MIN. Ids" EMBED. TO ALL FACTORY DESIGNATIONS FL18644.3 R-3 o m 7 L M a .. Ma\.�\ CL m ° WITH ALL HOLES NOT DESIGNATED U W t9 /� FOR TAPCON SHOULD BY OTHERS 2nd \ihOlCe BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE m m _ cH 0 Gi _j cc c 5/8" MIN. EMBED. INTO WOOD BUCK. PLR METER 1/40 MAX. 3rd Choice O � J m (n (n _ _ _ _ CAVILY SV OTHERS Soffit: SPACE SOfflt: � � Model Name / Number: Z I "N III ° 1 1st Choice +55.0/-35.0 KAYCAN LTD S" BEADED 1-112" NAILS 10" O.C. IN FL16503.4 R-3 LID eat000 ° t D.A. WIMOW HEIGHT Hurricane Panels: 10 c-f Ir Ir 24" Ga. VI Plan Issue Date: Wednesday, June 3, 2020 y o v d c 1 O z 1 ° e 16 MIN. DIAMETER HURRICANE STORM DIRECT MOUNT. TOP 'A" 20 MALE PANELMATE W/ 46 PSF EXT 1 EXTEItIt]fl: 1st Choice 46 PSF INT. PANEL MFG. INC. SGtelel Storm WINGNUTS AT 121iz" D.C. BOTTOM /4"-20 SIDEWALK FL16293.1 g a a KA PROJECT NUMBER: ° CONCRETE FOOTING ANTERIOR Panels BOLT W/ POWERS CALK -IN 1`0VI gale I have reviewed the above components of cladding and have approved their Y 20-3003 use in the structure. (Architect or Engineer of record) PROTECTION BARRIER DETAIL Name: Carl A. Brown Certification Number: FI. # 56126 TYPICAL FRAME OPENING , m Sheet: S-5 Of 1 Name: TODD M. BORN Certification Number: FI. # 82126 � MATERIAL N.T.s. WINDOW INSTALLATION N,T.S '° Name: Luis Pablo Torres Certification Number: FI. # 87864 10, REFERENCE INFO (PSL) FILE COPY MECHANICALLY FASTEN AS _ /'� FOLD UP WEATHER BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH r RESISTIVE - SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS DooRRoucnoPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with a weather resistant exterior wall envelope. The exterior �RESIWEATHER SITIVE WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4, A Water -resistive barrier Is described as a � g BARRIER WOOD FRAME CONSTR. material behind an exterior wall covering. that Is intended to resist liquid water that has penetrated behind the exterior TAPE ce EXTERIOR SELF -ADHERED FLASHING 3/4"-i"BEAD OF CONSTR. SLOPE covering from further Intruding Into the exterior wall assembly. An axtorior wall covering Is described as a material or SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 in SELF -ADHERED FLASHING assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather-reslative OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm: 30.5 cm) barrier, Insulation, or for aesthetics, Including but not limited to, veneers, siding, exterior Insulation and finish systems, WALL SY S IN. UP JAMS 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. \WEATHER R703.2 Watemeslstive barter. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 RESISITIVE SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches BARRIER SEAL TOPS OF JOISTS (�E '' ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mm). Where joints occur, felt shall be lapped not less than 6 Inches (152 mm). The felt or other approved material UNDER DECKING !!, shall be continuous to the top of walls and terminated at penetrations and building appendages In a manner to meet the (SEE DETAIL WP07) II j SUBFLOOR requirements of the exterior wall envelope as described in Section R703.1. SELF -ADHERED FLASHING WIRE LATH R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, whore applied over wood -based HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Instructions sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of 1. Cut, fold up & temporarily secure weather RIM JOIST Reto the onds d kas b h t fer o the number mare # in each detail that corresponds Grade D paper. The Individual layers shall be installed independently such that each layer provides a separate continuous and any flashing (Installed in accordance with Section R703.4 Intended to drain to resistive barrier above header to allowfor flashing installation p plane ) the water -resistive 2. Self -adhered flashing plus head. flashing underweather BUILDING numbered items in the list of instructions below: barrier Is directed between the layers. resistive barrier 1 3. Fold weather resistive barrier back over head flashing and seal with tape g ,I 8 PAPER 0 1. Install Self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper Exception: Where the watera'esistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater then that of 60-minute Grade D paper and Is separated from the stucco by Intervening, substantially rah nonwaterabsorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion In a manner to prevent entry of Scale: NTs SELF -ADHERED FLASHING FLANGED WINDOW FWP1 1 SELF -ADHERED FLASHING IWPO2 SELF -ADHERED FLASHING W PO �' scoring cuts water Into the wall cavity or eumembranes y penetration of 1.AllothebWldlagstructuralframingallbes aged at used as Bashing shall comply with AAMA All exterior fenestration products shell be sealed at the Juncture with the EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 5. Remove all release paper per standard installation instructions and h AA building wall with a sealant complying with AAMA 800 or ASTM C920 Class 2s Grade INS or greater for proper Joint adhere to substrate using a square piece of flashing material (6" x 6" fi12, or other approved standard as appropriate for the type sealant. expansion and contraction, ASTM Cashing EXTERIOR SHEATHING RUBBERIZED ASPHALT Minimum) n wrt Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 73A. The flashing shall extend to the to RUBBERIZED surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: EXTERIOR SHEATHING �� 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD ASPHALT ADHESIVE 6. Fold as shown by arrows THRESHOLD OF DOOR AND RETURN FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit 1. Exterior window and door openings. Flashing at exterior window and door openings g p gas shall extend to the surface of the UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to corner g exterior wall M16h or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. REFER TO TECHNICAL OR EQUAL WEATHERPROOF CAULKING (SEE DETAIL WP01) I Mechanically attached flexible fleshings shall comply with AAMA 712. Flashing at exterior window and door openings LETTER ON CHEMICAL SCORED 8. Mechanically fasten as necessary shall be Installed In accordance with one or more of the following: COMPATIBILITY , RELEASE PAPER 1.1 The fenestration manufacturer's installation and flashing Instructions, or for applications not addressed In the SELF -ADHERED FLASHING, �0 • (MFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where FLASHING EXTEND EXTEND A MINIMUM 6" MINI RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) flashing Instructions Or details are net provided, pen Plashing shall be Installed at the sill of exterior window and VERTICALLY FROM door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the BOTTOM OF THRESHOLD exterior wall finish or to the water resistive barrier for subsequent drain q drainage. Openings using pan flashing shall a s MECHANICALLFASTEN AS Incorporate flashingor protection at the head and sides. SECTION -A NECESSARY INYCORNERS THROUGH SELF -ADHERED FLASHING 1.2. In accordance with the flashing design or method of a registered design professional. (SEE DETAIL WP02) 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING O `t'� \ 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA400. V 2 a 2. At the Intersection of chilmeys or other masonry constructlon with frame or stucco walls, with projecting lips on both SELF -ADHERED FLASHING 5 sides under stucco copings. NAILING FLANGE 1 4 Oa 3. Under and at the ends of masonry, wood or metal copings and sills. 2 DO NOT FLASH OVER - 8 BOTTOM NAILING SEAL TOPS OF JOISTS UNDER DECKING DETAIL WP07) o� 2 8 6 7 4. Continuous) above all projecting wood trim. y p g FLANGE (SEE 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. S. At wall and roof intersections. SELF -ADHERED FLASHING W PO4 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK IWPO5SELF-ADHERED FLASHING P06 HALF ROUND WINDOW 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 SELF -ADHERED - -- FLASHING PATCH ^-` ' Felt backed metal Felt backed metal lathe in accordance lathe in accordance SELF -ADHERED FLASHING 2' ,,- - _ 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 ' Metal Keep top edge JOIST SELF -ADHERED FLASHING Flashing .. .. of weep screed SELF -ADHERED FLASHING t , 2" below top of 2 3 1/2" block 3" MIN Unperforated 4 Flange 7/8" Vulcum Weep Screed cauk bottom O 5 joint only Maintain Metal Flashing Bottom of 3-1/2" Unperforated SELF -ADHERED FLASHING \HO.8362x;DECK JOIST W P07 SELF -ADHERED FLASHING p P 08 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" Flange 7/8" Weep Screed OUTSIDE CORNER y y INSTALLATION OF THE BUCK/RECEPTOR. Above Roof Sheathing 1 /2" Cementitious Decorative Finish o • • o, All inside and outside corner will ••••0• EXTERIOR WINDOW UNIT need to be miter CEMT. FIN. cut and caulked all Cement Plaster •, butt Joints need to BUILDING PAPER SLOPE SLOPE in accordance with ASTMC926 o, o becaulked using SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in over wood 2nd Vulcum caulk for all 0.3 in: 12.0 in (0.6 cm : 30.5 cm) (0.6 cm : 30.5 cm) floor (0.6 cm : 30.5 cm) -Z SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING `- -- EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 1/2" Cement IV V SELF -ADHERED FLASHING Plaster Finish Block WIRE LATH 21/2" Perforated °• Flange 1/2" Weep BUILDING PAPER BUILDING PAPER Cement °, Screed Plaster over block EXTERIOR Ist 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 W P CEMT. FINISH WINDOW HEAD 0 CEMT. FINISH WINDOW SILL WP 11 W P 1 2 the SCALE: NOT TO SCALE 1i CEMTFFINNISH PARAPET WALL Weep Screed. Y A 0 N Lvo �TO `r4, .``°QA•'ENSE Fes'°°'. J� ' �O g786 H .^{LU `°'4 �SrrurtN�� °°``• ps F M Do pop e 4 � 9 Oymm� w a z Z O g�c� Q�YN'6 O O C, s SaP at°' o: 0O R a to m sriBE' 1,u. Znm d m Z �ao� W r WVwJ.FDSEM1G.COM ❑ ❑ ❑ ^♦ Oo Z N 1 NAM/ z ° W ao Y z O M 4 n m w � W0 E E U � w to c m �tO ' U 2 m N E w Op ts = N 0 r a m o m ®A I, LYJ ; ES FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE I IVI Job Information: un D7 °c m M ci t-�Um a OJ J LuZ:) coW (n (n <o, 00 0 Lr- IV[ Model Name / Number: 1 111 ♦ I Plan issue Date: Wednesday, June 3, 2020 ♦ KA PROJECT NUMBER: 20-3003 Sheet: W P Of: WATER PROOF VEp 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL 9" 195 a 14x8 1wcd N 90� $" m: 1 Ox6 1 wcd ! R/sR KIT H ! - - - - ::.: ... ...,,: „.:.: 10b" A?CLG. I : x 8 4 *d 4 - - I I RJSM e, w....: . ........ ...:. x4 1 , d c 12 I - i At 9 MILbal a" J . VAU-' T CE3LiNG ' k 1 Ox6i 1 wcd, 75 I 1Oxf0` rag ........�... rs zses � z 1 CTx5°L' ING � wcd Oxl0 r I �----� ----- P— I COVERED PATIO i 2rt-rvx Tr,' n"° ! C e r�9L 31. 54 25 SH EfzRM EGRESS NOE DER BEDROQM VAULT V-9UNG 10x6 1wcd a Z T 220 VAULT cLG. 14x8 1 wcd .� 14xl4 rag LAND 1H O FLAT CLG. 1 O' 10x6 1 cd 115 24x18 rag x14 f 1 tl 5" bath duct m$. to roof cap A 5 w/70 cfm fan F IJi3 u, 11 8� � Ox6 1 we �. j ; t wloll 'N Lo 65 ,i ; I 10x6 1 wcdl,; - I, , l 4" dryer duct to roof can Fi�."A-ER A AMAcc€ss w/dryer vent box VAJL7 CLG. "WE IN RELI - „1 RW2 22' A 36" RAIN18 _ �€ s3% 2 i 8x4 2 - 2xV41Lsx 5 bath duct t O roof cap', _A f'"s f 3_CCARmGARAGE - -'8- 2686 9 -'i y @° cF:illNG -- w/70 cfm fan t - s _ - i - n LO 135 12x12 rag i l 14x8 1wcd I, _ - — 'p-j w� I I BEDROOM 3 F - W-G" CEILINC -i — =i I - J co (4 (1) I + ` --- - Mode! Nerve / Number. - 2000 - ; AREA CALCULATIONS � _PE��I Lixta + - EGRESS --_..:- ; 8• ?' fiVIE'RklAD f RmmT_ 1st R,�3ffR 20CA B.F. ,� w8df10B F9y..EUNe 3" ?8?t) PLA FpR91 ECT kLMR: ITHE 25 uH iEr x 7' •JSdERHEI„7 Llt10R. 1 n.:, ,• a I TUTAA LMNG [ACJ :5144- S..F. !T ls��y,�A 2,Y� t?003 NOTE TO BUILDER:MUST PROVIDE UNRESTRICTED FLOOR PEA. E EMiRY 'tea€' ° ' 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS GlYF39�i1 E�BEi Transfer ducts/grills sized in compliance sGA E- 1 4- = -'-kr ELEVATION eR>o CG.VEREU F'Ai IOAAM 2W S.F. FLOOR PLAN with Florida Residential Building Code-M1602.4 TOTAL-ARERUNDERRMF 8313S.F. balanced return air. EXCEPTIONS 1-3 Must have a minimum clearance of 4 i ches around the air handler per the State Energy code. All duct has an r=6 insulation value. s 0 O O5 O s �' S Cn W W Z O O ~ e W� Q `�S� Q O S ® p m CV Q o Z 0\ CV ® / ^ /1\/ VL/ 1 I I W •' >_ Z 0 z w � J Q /Qr•� W� /( D J O D Q /� �/L. � m LL J Cf) 0 0 Rating FILE C Y h.