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TERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE _ TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, • S ASLUMPOFS" - BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE S SECTION 202 CONSTRUCTION EE TREATMENT TO NEWON USE AS A PREVENTATIVE (FLORIDA PROTECTION LABELED FOR E( REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN. TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE PLUS OR MINUS 1" AND HAVE 2 TO 5%AIR ENTRAINMENT 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH 0)21 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1084A/ THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON G 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SI STRE GTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAM ), ry NT RATIO OF 0.63. , AND A MAXIMUM WATER CEME / OF ALL TOP BARS OF BEAMS. CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 1/,2" TO FORM U.N.O. A1064M. WWF SHALL BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN DE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. E NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ ALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS, TOP FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FIRE PREVENTION C ODE 6TH EDITION 2017 ) FLORIDA BUILDING CODE ACCESSIBILITY 8TH EDITION (2017) NFPA 70.14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 3443 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE- (ACI 31$-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 NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUSTBEDETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TORE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. REINFORCING SHALL BE POSITIVELY SUPPORTED BY TED USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTI LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING PDHESIVE EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF F 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED PORA�Y STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY G REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON WAS USED IN THE DESIGN OF THIS PRODUCT, IF CONTRACTORS WISH TO USE A DIFFERENT ECORD FOR WRITTEN APPROVAL. S PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL- 201.5 EDITION THE INTENT THAT ALL WORK SHALL CONFORM TO THE 1. CODE REQUIREMENTS: ITS AND RULES OF THE ADMINISTRATIVE AUTHORITY ADOPTED CODES, STANDARDS HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONSTa WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B} LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. EXTERIOR TTACHEMENT EXTERIOR WALL LATH AATTACHMENTS TTA SHALL BE OF CORrtnSION-RESISTANT MATERIALS EXPANDED METAL OR LATH LATH 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, STRENGTH OF 1900 PSI If M = J500 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C� 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH OF 3000 PSI SLUMP 8" TO it". CONTINUOUS MASON 4 . GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL B 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE WHICH EVER IS LESS. REINFORCING SHALL BE PLACED 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MSD5 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS It. CONSOLIDATE AND. RECONSOLIDATE GROUT•POURS PER GRADE N, TYPE 2, CONFORMING TO ASTM C90014, WITH A MINIMUM NET COMPRESSIVE tO-12A. IA MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR LOFT, IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE. TO INSIDE FACE. ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF A STOP IS PROHIBITED. STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. R (3)1i, DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. . CODE. GROUT. SHALL BE FLUSH WITH TOP OF WALL. DEFLECTION CRITERIA ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR FJOIST*** LL/360 LL/180 LL/360 LL/360 LL/480 TL./240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2" LONG, I.I.GARE NAILS HAVING A 7/16" HEAD OR 7/8" LONG 16 GAGE STAPLES SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY AND HORIZONTALLY1REF 2017 FRG R703,74). 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 NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE *TL MAX 2" UP TO 4OFT SPAN * *TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR-PERMA13LE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. R703.4. FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLETASHION 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 IN• AT BUILTINGUTTERS,TERSECTIONS ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING I 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CI VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT CBA•A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR S 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH ART 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL FLOOR SHEATHING: ROOF DECK: PLYWOODOR OR OSB GROUP ER1APA RATED (48/L24) WALL SHEATHING: 7/16" STRUCTURAL 1 OSB EXPOSURE A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS I.E L KIN R WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, ( B OC G 0 GABLE OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL FRAMING MEMBERS SHALL BE S.P.F. #2. DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS HAVE HOLES IN THE CENTER OF THE STUD UP TO I" DIA. SHALL HAVE STUD PROTECTION INES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. iEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, AINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. i OR CONCRETE TO BE PRESSURE TREATED. IVITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS VALUES U.N.O. (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. 1 OR 15/32" RATED OSB EXPOSURE 1 AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 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 1 46 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NON -CONCURRENT) 20 50 SO NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) 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. +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT s 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA (+) 27.5 (+) 27.6 10 (-) 29.9 (-) 37.0 + 26.5 () + 26.5 ( ) 20 s 50 (+) 24.8 (+) 24.8 0 0 027.1 O 31.1 ',,... 0 (D YYY (+) 23.4 MHA 100 (-) 25.7 j•) 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 3.1 FOUNDATION DETAILS 4 ELECTRICAL PLAN a a 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS o S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC a. 0 ``etlurtl r/g7j7 f� T - F : }}}Lu m ill f1Y fl')tj% m v � i y V 2 t a P a o c I E toro v `m cw nu IgN.W O �md NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED TOP CHORD DL 10 (PSF) ` - �+ W ^` w PRE ENGINEERED WOOD TRUSS BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES BOTTOM CHORD OL 5 (PSF) �, W g� 0=� a ¢ 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECI.J FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER # Z A m La z� o STRUCTURAL SPECIAL FLOOR LOADING Y g�° a'=002 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS 5 w . m m m M GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. m 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: g a ga 6M � 0 � 8 5 � O y WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) o. � $ R$ 12 ' a o 5 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS BALCONIES OVER 100 SQ:FT 100 (PSF) v I § I III 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) -5 ❑ ❑ ❑ THETRUSSMANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. - e cow*.raswc.dor.� ARIES 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATEINSTITUTE TPI LATEST EDITION. LIBR READINGROOMS 60 (PSF). @ U 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. Z SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 150 (PSF) AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL HAND RAILS (d) 200 (PSF) Z AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) 3 Q S. THE TRUSS. MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) 3 SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) STAIRS. 40 (PSF)y UPLIFT CONNECTORS FOOT NOTES M 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG y Q) N Q THE TOP. 41 JC` TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARINGWALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD °� _ 0 g TSB+ f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A m NOT NEED TO HAVE CONNECTORS APPLIED: PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. E 1U - W MORE INFO. K W O. c t/1 ai FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: Designer En " U - cv £ h Is the Intent of Desi 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. g / glneer listed In the tltleblock of these o w t o ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON Y/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 08 i . 414-1 PLAN FOR EMBEDMENIT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to x r� F N2. FORMISSEDVERT. DOWELS, DRILLA3/4" DIAMETERHOLE6 DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG#5BARINTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error• The Builder and all subcontractors are required to s cGD� 0 THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to a a o INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not ` PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer /Engineer prior to 1 . DAMS 0MR 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the = 0 ■i� TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD III HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE information found in these documents.. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) °A"x 21A" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, IOBSITE SAFETY, AND VEN11LATION OF THE BUILDING AND THEREBY SHALL NOT BE Information found in these plans should be directed to our Quality 9 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 RESPONSIBLE FOR THE AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE " BREEZE PARKWAY MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LEIS (USE (2) MTSM18 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS Assurance Manager immediately. No backcharges will be considered N TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER 3000 GULF MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAMIO W/ (4) 1/4" x 11/2" SDS SCREWS AND (5)1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. for reimbursement by the Designer/Engineer without advanced g PERIL OR CONDITION, AT ANYTIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OFTHE PROJECT, OR AFTER notification and approval by the Designer/Engineer, a GULFBREEZE, FLORIDA 32563 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. d NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE Payments will be made in accordance to the terms of the agreement � DIVISION LOCATION: MISSED, CONTACT THE FOR FOR SUBSTITUTION. CODE REFERENCES ARE SUMMARIES OFF CODE SECTIONS. m PORT ST. LUCI E 5. IF MISSED, MSTAM36 ORMSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Jab Informatiorr. 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON' HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. .� MASTER REVISIONS REVIEWED FOR 0 DATE DESCRIPTION CODES ®C�"PtOM/�PLIANCIE I7- AMSHOMES STa. LWtlMAI COUNTY � Lam. � I.D Bt'OCC w M Of Northwest Florida® > d 0 I LLJ ZD o 00 "0 ' J OCI GO Cn N N a V Model Name /Number: 3000 GULFBREEZE PARKWAY GULFBREZEp FLORMA 32263 L COPY 2265 VI Plan Issue Date: u, a" Thursday, September 3, 2020 VI KA PROJECT NUMBER: MkI WAWA Ell 11117 W W M 0"' D Emm L 2 2 6 5 3 C FmL x 20-6265 L NSheet: I Of: � 'II COVER SKEET I r . BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING TOP BOTTOM SPECIES - CAP.(PIO BW1 is" (2)led TOENAILS (2)16d TOENAILS SPF NO UPUFT BW2 SP2 W/ (6F10d SP1 W/ (6)1Od SPF 402 is. STUD, (6)10d PLATE STUD, (4)10d PLATE BW3 18" (2) SP2 W/ a 10d (2) SP1 W/ (6)1Dd SPF 803 TUD 1ad PLATE STUD, 4 10d PLATE BW4 16" (2)16d TOENAILS (2)led TOENAILS SYP NO UPLIFT BW5 SP2 W/ (6F10d SPi W/ (6}1od 16" STUD 6 10d PLATE STUD 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (6) 1Od SPi W/ (6)-10d SYP 878 Is,. STUD B 10d PLATE SAID 4 SOd PLATE BW7 12" (2) led TOENAILS (2) 1.6d TOENAILS SPP NO UPLIFT SP2 W/ (6)-SOd SPi W/ (6110d BW8 12' STUD, (B) 10d PLATE STUD, 4) SOd PLATE SPF 535 BW9 72^ STUD, (6) 10d PLATE STUD, (4) iOd PLATE SPF 1070 BW10 12" (2)16d TOENAILS (2). i6d TOENAILS SYP 0 8P2 W/ (BY1Dd sPi W/ (q IDd BW11 12" STUD, 8 10d PLATE STUD, (4) 10d PLATE SYP 585 (2) SP2 W/ (6) i0d SPS W/ (6F10d BW12 12" SAID, 6 10d PLATE STUD, 4) 10d PLATE SYP 1170 BW13 NOT USED UBLE 2x TOP PLATE TOP OF WALL , L SEE PLAN C% MASONRY WALL OR ICF WALL, SEE PLAN 2x STUDS PER DOUBLE 2X READER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH -SEE MSO3/S1 FOR NO UPUFr CONNECTORS BRG WALL TO INDICATED IN WF09 CAN 7 MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION :- PLAN FOR MORE 2x P.T. W/ 1/2" A.B 0 32" O C W/ 7" INFO EMBEDMENT OR 1/2" A.'LR. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN.- .> REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. 7/16" Dee PLYW'D W/ SAME EMBEDMENT W/Sd NAILS AT 4-oc BRG. WALL DETAIL IN HELD AND EDGE. SEE GENERAL NOTE#8 GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO, 2. ALL STRUCTURAL LUMBER 70 BE SYP 41 OR SPF 02 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR 131SE CONNECTION TO IGNORED, SEE WF06/83.1 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 WALLIS CONSIDERED A SHEARWALL AND REQUIRES MIN. 711W OSB PLYWOOD W/ Sd NAILS AT 4' O.C. INFIELD 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. IFTHE BEARING WALL 151NDICATED WITH THE DWI. BW4, 8W7, 5W10 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 BEQUI RE THE ANCHOR SOLT ATTACH MENr INDICATED IN THE BEARING WALL SCHEDULE: 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TOACHIEVE THE TABLE LOAD. SOd_ 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb). C1 (3) 2 x 4 #2 SPF (4) led TOENAILS 0 DTr2Z w/ 1/2 WEDGE C2 Is) 2 x 4 #2 SPF ANCHOR* & (8) 1/4" X 11/2- 2145 SDS SCREWS (3) 2 x 4 SYP #1-OR- (4) - led TOENAILS p DTT2Z W/ 1/2" WEDGE (4) 2 x 4 SPF #2 ANCHOR* & (8)1/4" X 11/2" 2145 SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** G = 6665 U - �� SYP POST & (12) - 16d NAILS 6x 6 P.T.#2 ABU66 W/5/8"ATR** G-12000 5YP POST & (12) - led NAILS U - 2300 8x 8P.L.#2 ABUSE W/(2)-5/8"ATR** 6=24325 C7 SYP POST &(18)-16d NAILS U=2320 CB 3.5 x 3.5 P.L. 1.8E FLK2400 PSI HOU5SDS2.5 W/ (14) 1/4" z 21/2- SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT. ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU58DS2.5 W/ (14)1/4" x C9 1.8E Fb=2400 PSI 21/2' SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT.1 ANCHOR, OR ATR** OF, 0. 3.5 x 7 P.L 1.SE Pb-2400 PSI HDU8SDS2.5 W/ (20)1/4- x 21/2" SCS WS & 7/8' EPDXY 6970 (W'OLMANIZIED IF EXT.) ANCHOR OR ATR*** C1l 5.25 x 5.25 P.L. 1.8E Fb-2400 PSI HDU&SDS2.5 W/ (20)1/4" x 21/2' SDS W5 & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8&SDS2.5 W/ (20)1/4' x C12 1.SE Fb-2400 PSI 2 1/2" SDS WS & **e" EPDXY 7870 CAOLMANIZED IF EXT 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/S3 4. MINIMUM BOLT EMBEDMENT 5' EMBEDMENT FOR 1/2" Am 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 ILSE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA / LENGTH PNEUMATIC GUN COMMON W. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING ad 0.131' X 2 'N" OA31" X 2 %' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 120 0.148" X 3" 0.131' X 3" SEE PLAN BLOCKING & TOE 0.148" X 3 Va" 0-131" X 3 A4' NAILS & TOP PLATE 12d 0.148" X 3'V"" OA31" X 3'A- S" O.C.(COMMON) STUD WALL 6' O.C.(GUN NAIL CORNERS 10d. OA48" X 3" 0.131' X 3' 6" O.C.(COMMON) STUD PACK 6' O.C. GUN NAIL COLUMNS led 0.1S2" X 3 %" 0,131' X 3 Vi" (2)160(COMMON) 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 FUTCH PLATE, NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. 12)-2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) 6M 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/ 7/161 CONNECTION: PROVIDE (2) 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-0. ON. ROOF PLAN. - (2). 1 3/4' x 111/4" LVL CONNECTION: PROVIDE (2) 2.OE Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS HTS20. TO WOOD PCST 1/4" x 3 SDS WOOD OR (2) SIMPSON HETAie CMU pit (2) SCREWS @ 16" O.G. TYP. 01 NO COL. U.N.O. ON ROOF PLAN. .N.O.O EACH SIDE. (2)-13/4' x 117/8" LVL CONNECTION: PROVIDE (2) M 2.0E Fb--2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2' SDS WOOD SCREWS 0 26" O.C. TYP. OR (2) SIMPSON HETA1670 CMU EACH SIDE COL U.N.O. ON ROOF PLAN. (2) -1 3/4" x 15' LVL 2.0E Fb=2S00 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M8 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 S. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R, HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 E W11/2" FLITCH PLATE THIS SHEET H2 WlAL HEADER NOTE #5 1� L TCH PLATE THIS SHEET O(2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE 95 WI 1I2" FLITCH PLATE THIS SHEET O(2)-2X12#2SYP SEE GENERAL HEADER NOTE#5 W/ 1/2"FLITCH PLATE THIS SHEET -1 3I4- X 11 1/4 ATTACH TOGETHER W/ (2) ROWS 1/4" X 3 112 O(3) LVL 2.0E Fb=2600 PSI SDS WD SCREW$ @ 16" D.C. TYP. EACH SIDE -1 314- X 9114 ATTACH TOGETHER W/ (3) ROWS IN-X 31/2 O(2) LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS& STUDS REG. AT OPENINGS OPENING 2X4 WALL 2x6 OR 2x8 WALL JACKS 7 KINGS JACKS KINGS SIZE EA. END EA. END EA.END EA. END (1) (2) 11) (2) 4'-0" . g 4" (2) (3) (2) (2) 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 2x1O OR LARGER. S. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 4 N N a N TUB / SHOWER. WSMI UNIT O BEDLGR M 4EO AT 8'-0" C a t: 8'-O" CLG X o i 23'4" 16" PRECAST AB VE .11F.INIIII_ - 16" PRECAST AB VE N BW1 / A.B. ATTACHMENT LANAI ©cv 8'-0" CLG in m 4'-6" 2'-8" 2'-4" 3'-10" 101-0" 3450 SH TE TE ?s A sy �p © N4 A. 1 A H2 (2) 3050 SH AT A.B. ATTACH ENT H4 2868 BREAKFAST H1 Bw3 10'-0" CLG 2-2068 668 2868 -UY:.I w .. FLR O Z LINE K -R/SH 8' CLG 36" FLAT BAR TOP ON 341h" d R/SH to :p WALL 3-0 2.8 3-6 11 3-10 11 2-11 X � 26611 - ------_ -- i � d .H 6'-8" 1 W-10" N , � ,I BEDRgOM 3 KITCHEN I III I 8'-0" CLG "i 10'-0" CLG p ' , � V IG.T. 11 I19 2'-2 x ip m i - TM a - - t7- - IS 2, 4,1 8'-0" CLG DROP 11'-61, L z 12'-11" CLG in 2468 2868R/A I '-7- FAMILY ROOM N 10'-0" CLG 10" COL BEDROOM 2-_- '--- 00 ao [A/]C [no TO B'-0" 8'-0" CLG B ° 00 00 --- N 8'-0" CLG 5'-6" 3'-9" 3'-8" FOYER �NING ROOM 10.0"CLG iD HANSON Box 10'-0"CLG cc@36"AFF ;a ; UTILITY3"x10 ° r -�-1 .:..¢ :-I CORNER 8'-0" CLG I I ' I.3 PROJECTIONS ;o CTI B /SHOWER ° i iv I¢ a I @ ALL LOC'S 9 2'' ¢ G) L 13.mA 4 ; _ X ORYE VENT SHOWN (� i S-3JERJNIT r ,., N T OOF,. HRU 2 2668 X I OZ; 1' MAX L T 35' Q1 S VERIFY WINDOW TYPE ------- � 3068 R/SH ' N N4 �� J u WITH ELEVATION iv EGRESS -- -- " '- '- (2)- 2868 12" SIOELfTES TRANSOM ABV. (1) SIMPSON HTT4 O. DBL 26 SH MET. T'HLD VIS303 BW3 REQUIRED BETWEEN MS03 © CD04 ©TRANS. ABV k-rC2 OPENINGS S 1 SEE ELEV. �- ( ATTICACCESS LOCATE IN FIELD 22 x36' MIN ---------- 3 CAR GARAGE 8'-0" CLG N ,__________------------------------------------ u I, , , , , " MS12 HOSE s2 BIBB � O , H , , 16 X 7 OVERHEAD DOOR ENTRY 10,0" T.O.M. 4 m ROOF TRS A6V Q OFN --------------- ------- O MCDO4 00 S3 2'-0" 6'-0" ' m q O N ---------------- ------- C) N ' SEE DET. MS03 ON SHEET S-1. ❑1 ATTACHED TO CMU W/ (1) JACK ST D MS2 W/ (2) ROWS 12d NAILS STAGGER ID @ 8" O.C. O ALT. BASE CONNECTION TO IFTT4 a ; (1) SIMPSON DSP EA. SIDE @ ENT 8 X 7 OVERHEAD DOOR ONLY 10'-0" DBLO25 5H 2 aozi3 , , N � W OO 8'-0" CLG N , IG.T. , I 13'-10" R/SH - - -1 r=5-4 �- 4 10 3S " WI•C. Wy I r I = zi M2,C i �M , 04 I� , - - R/SH j R/SH 0 0 0 0 OFFS BATH w ,3„ 2,-3„ O N 5',4 8'-0" CLG 4--10" d F , age m 8 iv r M O 3X4 AR4C5 O F.G. SHWR 66" WALLBW3 C2 I mo AT 10'-0'FI I , ,X, , I M 'm' ' 0 - - - - Iy LIVING ROOM R '\ INVERTED HIP TO 10' i p F21 \ g3 \ Imo- D04) DELOH D FLOOR PLAN SCALE: 1/4" = 1'-0". ELEVATIONS "A & "B" BIBB R N N I 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B p +27.6 / -29.9 ® +27.8 / 37.0 © +26.5 / -28.8 O +26.5 / -34.4 O+24.8 / -27.1 O +24.8 / 31.1 O+24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED- THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. 1Y,M11111 IXAT/_lI nurri . T0FgF�F J` ,, QP S.E S GENERAL NOTES 22, 1. R302.5.1 Door from garage Into house must be a o ' U minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 Minute fire rated door. (? 2. Bathroom exhaust Pans must vent to the exterior of �, I' L O �:\'•<C,�.`� CL a the building, exhaust to attic space and soffits is not �" '" """ • pv,��� acceptable. Ventilation shall be permitted to exit through' `'q j 1 0.1�11A,' W the soffit If solid soff)t Is Installed 5'-0" on each side of 5 a the venting. 3 3 L 3. R302.6 The garage shall be separated from the residence and it's attic by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. u Garage beneath rooms shall be separated from all habitable rooms above by not less then 5/8 inch 'c (15.9mm) type X gypsum board or equivalent. Where i the separation is a floor -ceiling assembly, the structure supporting the separation shall also . if m v protected by not less than 1/2 inch (12,7mm) g 0 Cq gypsum board or equivalentOD 2 s w gg F 4. R312.2.1 Window sills In dwelling units, where the w s a g 19 # opening of an operable window Is located more than R L? m O ,- °' li r" r" 72 Inches (1829 mm) above the finished grade or 8 m; N ^ � w surface below, the lowest part of the clear opening 5 of the window shall be a minimum of 24 Inches g JF '� g j t Iq LU w 610 mm) above the finished floor of the room In 5? g= f9 s F _ a a which the window is located. Glazing between the v - t 2 2 4,! 'Fa floor and 24 inches (610 mm) shall be fixed or have x N 3 H LL fL 1= w R openings through which a 4-Inch-diameter (102 mm) 'g F. m � s °1 m m sphere cannot pass. _ m Z S. R308.4.2 Ail windows within 2'-0of doors and in ii S e Z o shower or tub areas will be safety tempered glass. N 8 $ IY 31 $ g w vrvW .FOSENacOn ❑ ❑ ❑ 6. Ceiling for exterior entries and covered porches to d have 7/16". span rated OSB nailed per zone on (9 '° roof diagram nailing schedule or 5/8" COX. z iXT&G acceptable for substitution. Z 8 p z 04 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) -1 .1(D rn shall be weatherstrlpped and Insulated to a level °- equivalent to the insulation on the surrounding i5 - ro surfaces. o z N 8- Laundry Note: (Unless noted otherwise) Provide dryer m v 2 re vent thru roof max. Igt. 35'-0", washer & dryer units` (washer unit to be always on left side when facing E O. units) hanson box @ 36" aff ti r TO W� 9. Ceilings for exterior erodes and covered. porches to be o 1n c IS 7/16" OSB on underside of roof trusses Shall be @ : 73 Ift attached to all framing members with 2x blocking v: : U provided at perimeter. The OSB shall be attached w/ 8d c w -a $ nails at 6" O.C. field and 4" O.C. at edges or 7d screw .� "_08 shank 3" O.C. field and 4" edges. Vinyl ceiling to be � . :. 7:t g I attaches to OSB per manufacturer specifications =_ E) Q N Ci i DAMS HOMES b� FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY a GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: REVIEWED FOR PORT ST. LUCIE L ♦ Job Information: CODE COMPLIANCE ST. LUCIE COUNTY g BOCC Cpoo N O LO m 9 z aT 0) w W U 4= a. 4�- "i FILE COPY m v 0_IWo 0 J m U) (1) oD L % VI Model Name / Number: U w 2265 AREA CALCULATIONS ° ♦ PlanlssueDate; < Thursday, September 3, 2020 1st FLOOR 2277 S.F. m ♦ KA PROJECT NUMBER: a, TOTAL LIVING (AC) 2277 ST`. 20-6268 T GARAGE 617 S.F. Sheet: ^ Of, COVERED ENTRY (BASE) 57 S.F. RI COVERED PATIO/LANAI 186 S.F. ry PLAN TOTAL AREA UNDER ROOF 3137 S.F. ci FLOOR 1' LAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION GREINF. GRADE SEE PLAN PP v W V4 I 16"' (2) #5 REBAR FM01 SINGLE STORY FTG REINF. SEE PLAN #5 REBAR NT. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION 8" OPTIONAL CURB FOR F F VARIES MASONRY 0 ELEV. 0'-0" ;a W/ (1) - #5 BAR CONT, m-.. +�. • , o I - 2 STORY: 20" X 20" REINF. W/ (3 - #5 CONT. SEE PLAN ;► (2) # 5 REBAR BEARING N C) 1/2" =1'-0" FM02 I SECTION @ GARAGE 1/2" =1'-0" FM03 I THICKENED EDGE (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. 2x BRG. WALL IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION (SEE FLOOR PLAN FOR MORE INFORMATION) - PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR, EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. PLR. ALIGN DRIVE W/ BOTTOM OF " `'� (2) #5 REBAR RECESS &PITCH DRIVE cv •' 2WSTORY' 20" X 2.0" 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. 2 STORY: 20' X 20" 'I JOINTS 10" O.C. TYP. 16" (2) #5 REBAR W 3 -#5 COW.. FM09 I SECTION @ GAR. DOOR 1/2" =1'-0• FM10 INTERIOR BRG WALL 1/2" =1•-O" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W 3 . #5 CONT. FOR MORE INFORMATION). REBAR FM11 STEP DOWN BRG. 1/2"-1'-0" -10" SEE PLAN i OPTIONAL CURB SLOPED GROUT ytl0fi' OR MASONRY AT TO DRAIN 4"x 4"X 16" y SEE PLAN ELEV. BAR WITH CURB o w TYP. SEC. (1) #5 BAR CONT. �,� 8" ,I• (G.C. VERIFY) � Iry -+1 Z F.F. REINF. 1 26 �- ► ° (SEE PLAN) INSTALL LINING "',`.,-r ,-. .* ; W 2 #5 BENT BARS W/ MATERIALS PER y y MIN. 25" LAP SPLICE FBC-R P2709.2 MUDDED FLR. 16" SLOPED TO DRAIN MIN. #5 CONT. FM14 SECTION @ RECESS SHOWER 1/2"=1'-a' FM18 P. STEP FTG. DETAIL 1/2' r 0" ; ALTERNATE: THE REINF. BARS SHALL BE GRADE REINF. CONTINUOUS AROUND CORNER #5 NT REINF. SEE PLAN F BY COLD BENDING THE BAR WITH SEE ND. FOR MIN. BAR LAP OF 25' QUANTITY #5 X 25" X 25" CORNER BAR ONE cwI FOR EA. HORIZ. ,REBAR, TYP. U.N.O. N :.: -•-3T--.._...� (2) #5 REBAR ' 16e A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10' THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL FM23 FTYP. FND PENETRATIOr�CODE OMPQ i STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM F.C. SPACING (O.C.) NUMBER/SIZE OF BARS LAT. HEIGHHTT h) h) d l STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL O'-0"-2'-O" 8" 10" 16" 20" W/ (2) #5 BARS <674# 61A" >2'-0"-3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 6744 5',4" >3'4"-4'-0" 12" 12" 32" 32" W/(4)#5 BARS 845# W/ (5) #5 BARS CONT. >4'-0" - 5'-4" 16" 16" 48" 48" & #5 @ 18" O.C. TRANSV. 1162# SEE FOUNDATION PLAN L FOR F.C. SPACING ABOVE I� SLAB LEVEL SEE CHART ABV. -MAA. F.C. " SPACING (O.C.) W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 NORM CONT. TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-0" x < < (1) #5 HORIZ. COM. TIED EA. VERTICAL REINF, B , RN GRADE 8" MIN. TO TOP OF u• STRIP FrG. •., • °, ° •, . m � s°®t COMPACTED CLEAN FILL s;is °•' IN MAX 12" LIFTS STRIP FTG. W/ QTY OF "MIN. COVER d REINF. PER SCHEDULE (3 SHOWN FMASW I STEM WALL SCHEDULE BOCC O Tpr���,� .,u ��+'�• b g1864 o•. gCA3E OF to F_ a Nro �ef g gC1103 Itl m .a ,n �m I � a x u cd Ed m `+6N � Mr � �mNy'`m� W a S, WQ L a' a W (/I gaoWnm00 ��mLZN MI C� diyJ��sffi@® pN is 0 ❑ ❑ ❑ ,°--�;,di WNW.FDSENG.COM z o z N 4 J a _ r z n m ^ 1 J W ir w -6 RJ w +V p Y Nu w � c — M U N E L 0 V a 0 Q N w 4� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: ICE PORT ST. LUCIE g �— ;y N N p 9 l z tLE COPY W W v i > CV W NOTES: "' N 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL BELOW - t I— U 0 n' LL,I Z) INTERSECTIONS, GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM O J 1 o " SPACING STATED IN SCHEDULE 9 J m u ch 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND �vERT. 8 Model Name / Number: F.C. ABV. FDN. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND u PER PLAN SPACING. #4 TURN BARS ARE REQUIRED (4 EACH FILLED CELL LOCATION. EACH BAR TO �fQ 2265 E NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN, 4'-0" INTO SLAB/ STEM 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #g CONSTRUCTION FOR MORE INFORMATION PIaO ISSue Date: " 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK ° FILLING IS TAKING PLACE y c 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" Thursday, September 3, 2020 „ s^ h * O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0 KA PROJECT NUMBER: • ,c. TALL (TYPICAL ALL CORNERS) 2®-62'6i3 v 6AF STEMWALL IS WITH IN 5W-0" OF POOL OR WATER FEATURE FOUNDATIONS e *SEE NOTE 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. $' b 8.R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS( BOTTOM) SHALL BE Sheet: A A Of. PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. o S 1 -0 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'" TALL o . FOUNDATION DETAILS 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 = 2,277 x 3 = 6,831 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 1 400 GEN UGHT'G & RECEPT. +APP. CIR. = 35,381 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 25,381 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 I3= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS ®100%=10.000 + 40% OF "A" = (.40 x 25,381)=10,152 + 100% OF "B = (20,000) = 20,000 TOTAL WATTAGE=40,152 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 167 INSTALL FAN BOX PREWIRE,,[j . 1 1 r I r rill INSTALL FAN 1�r-/ BOX PREWIRE " INSTALL FANS BOX PREWIRE VERIFY COMP. WP LOCATION W/ GFI 7 BUILDER 3 - ` INSTALL FAN BOX PREWIRE INSTALL FAN BOX PREWIRE I WP GFI - -W.H. 0 GFI I I r — — Ir—i� II GFIk L k a 1 I I I. I 2�0 GFI ® 42" / \ I• NOTE: - LOCATION OF METER AND PANEL BOX TO BE BY BUILDER. IF NO GARAGE SEVICE --"• / DOOR IS PROVIDED A DISCONNECT SHALL ATTIC E CTRIC: Wo BE ADDED AT METER LOCATION. I RE 'D BY COD F m F -- -- 3�� �z Y W v a IRE :GFl(, GFI FOR GARAGE _ FOR GARAGE ' DOOR OPENER ' DOOR OPENER GFI 42" HOSE BIBB r , 1 INSTALL FAN BOXPREWIRE r r — — — — -, _ I I 1 1 )R D/W n 11C ELECTRIC I- — — — — — — - I I IF Rr'D BY CODE � Id GFI -� ` D� ¢ ' W I , FAN, A I PREWI �g U I ------------------ I 1 I , I , \I I , , I I _ — INSTALL FAN _ PREWIRE 1 I 1 1 I � \ � II {.T(r GFI dt Will I ,1 \ -----`--------- — i Y COACH LIGHT COACH LIGHT - " — ' — COACH LIGHT 1 Y _ _ _ T COACH LIGHT COACH LIGHT /' PLACE COLUMN COACH LIGHTS ON WALL BEHIND WHEN / CRAFTSMAN ELEV IS USED NOTE: KEEP COACH LITES OUT / OF BANDING, QUOINS, AND "MnHEN ROUND COLD S POSSIBLE, REFER TO ELEVATION FOR TRIM. ELECTRICAL PLAN SCALE; 1/4" = 1'-0" ELECTRICAL NOTES., UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44' AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42"AFF RANGE 2* AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBGR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBGR 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 OFTHE 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 FBGR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 408.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT. INTERRUPTER(GFC0. 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND IS SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH M SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH %� FLOOD LIGHT $4 FOUR-WAY SWITCH V LJ $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE —n� TRACK LIGHTING SCOUNCE (WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET W GROUND FAULT INTERRUPT In LU ' 2 DOOR BELL CHIMES WP WATERPROOF W/ GROUND FAULT v 220 VOLT OUTLET O-- DOOR BELL It SPECIAL SERVICES OUTLET D0 P DISPOSAL IT.V, CABLE OUTLET L= DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER RECESSED LIGHTING JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT ®y BATH FAN O LOW VOLTAGE LIGHTING (� BATH FAN W/ LIGHT I C INTERCOM SYSTEM TTT® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFYFNALAMPSNEEDED SAME AS UNDERGROUND IT ELECTRICALCONTRACTOR C��G 200 AMP SERVICE I / 200 NOR 4/0 ALUMNI. ST, LI I2"CONDU "' METER MAIN DISCONNECT 200 AMP A(C DISCONNECT UNDERGROUND SERVICE 8Y POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS - TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # M COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #BTO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER 0) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FCMSELC O Py 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. FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE Z N c r � W N V ` 0) o m coN G ® _J LLJ � m o E J ] W (1) VF Model Name / Number: 2265 Plan Issue Date: Thursday, September 3, 2020 KA PROJECT NUMBER: 20-6268 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq inctles of venting needed equally for Intake and exhaust I T P OF BLOCK W'DOWJ FAD HOT O iG 0 a I F N. FLR. LDETEXTURED CEMENTITIOUS COATING LITETEXTURE 23 SH CEMENTITIOUS COATING 25 SH 4a' OFF RIDGE VENT 48" OFF RIDGE VENT e RIGHT ELEVATION SCALE: 3/16" e TOP OF BLO )OW HEI HOT G ro W in FIN. FLR. TOP OF BLOCK — TOP OF 6LOC W'DON HEAD HGT FIN. FLR. DEL 25 SH LITE TEXTURED CEMENTITIOUS COATING 25 SH 'DOW H FIN. FLR. _ — D HGT 00 — _ DBL 3050 SH 2650 SH 3450 SH t 1 I 1 1 _ I 1 � I I SILL DETAIL 2868 REAR ELEVATION SCALE: 1/4" =1'-O" BRG. 0 DINING RM� — \\ BRG. 0 GARAGE 16" X 30' 6"'.FRIEZE -- - — - - — DECO (TYP) 16 X 7 OVERHEAD DOOR 8 X 7 OVERHEAD DOOR DBL 26 SH HGT 1 ®® 3068 DOOR WITH(2} 12" SIDELITES & 63" X 16" TRANSOM FIXED GLASS ABV Soffit product provides 4.12 netsgin/sf" Ridge vent provides 18.00 net sq in / If Off ridge vent provides ,;,..,.._ 138.00 net sg in/sf Overhang distance 1.33 ft S.F. of Areato be vented (SF) 3137 s.f. Total needed for exhaust for upper 1/3 753 netsginches Totalneeded for intake (soffit area, lower) 753 netsginches Number of Off Ridge Vents for upper 1/3 needed 5 L.F. of Ridge Vent needed (Can be used in combo with ORV) 42 Lineal Feet of Soffit needed to meet required 137 Lineal S.F. provided by plan -'226 LEFT ELEVATION "B11 SCALE. 3/0" =1'-U" i REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY BRG 0 ENTRY --------------- [oOD a io FINISH FLOOR DBL 25 SH VINYL SHUTTERS (TYP.) FRONT ELEVATION "B" SCALE:.1/4" =1'-0" \ `,a01111111111 f -T0RF? \\ 0 :to V y O \ dl aN N 7 L F- L EeC11 08 7JC a tk a mO O M1 6 LL LL � d iQ u W U5 W 0:✓�� o. a a � 1qaEg 13zo � n8i1 9 O m M ZN Edia E o8¢ in V Y c U 10 � wwa.msENG.coM 000 z ^' z 0 z fb' z 3IN. Ml J N a ri Z n to v w vro � � m M 0 w Lr c ~ J U E lawr U 050 o� MIiiiIIIIIIIIIII = MM Q N O o0 \+W ALDA:ms HOMBSmom FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE r Job Information: 0 � rl u) W N L U co y E Q N o —jw� -jmU)(f) Do 2 Fj Model Name / Number: 2265 Plan Issue Date. Thursday, September 3, 2020 / KA PROJECT NUMBER: 20-6268 Sheet: 5 Of: 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. TBO3 USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS G.C. TO PR( BLOCKING' W/ APA RE( FOR SPAN I 7/16- OSB SEE "HIP/R BLOCKING" EQ. W Q CONTINUOUS BOTTOM CHORD BRACING 2 X 4 MIN. SEE DETAIL T604— — — "X" BRACE SEE - IVIDE DETAILTB01 v '0 COMPLY Q ^ :OMENDATIONS — p — — — — IATING OF DGE — — — DETAIL — — 4 ty Z - mQ a — — d 9 q d � � 4 a T_ — — — — EQ TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C, MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB- TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS 4 Ff. 0 '- ------------------------------------------------------------- 1 I i 'i 1 4 FT. OI O 2 ' 1 I � (- I 1 I O 2 4 ------------------------------------------------- 5 FT, 4 FT. O 1 ' O I O 5 F11. 4 FT. O2 F---------------------------------------------- `` ® COx OI'x,1 O1 - 4 FT. Of________________________ O ---- ---.-___- 1 0 4 FT. O O 4 FT. ; O3 ROOF NAILING ZONE DIAGRAM O NAILATBASE 2ROWS@4"O.C.W/WCOMMON NAIL ROOF NAILING SCHEDULE. B� NAIL AT TOP PLATE TWO ROWS@4"O.C. W/8d COMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL OPENING PERIMETER @ 3" O,C. W18d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD C NAIL INT. AT W O.C. Wf 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" 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 6/9" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL SHANK NAILS) F� PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER NOTE" GO W/ 8d COMMON NAILS @ 4" O.C. 7/16" GSB MIN. (SHINGLES) SPAN RATED 24116 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15132" OR GREATER 12) MEMBER IF GABLE END COX PLYWOOD (TILE) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8'. PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO 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 16GA x 1 3/4" STAPLES & 2" O.C. ON EDGE & 4' O.C. IN FIELD. FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/9 15132" OSB ' (2)- 2x TOP PLATE 15/32" OSB BEYOND EXPOSUREI EXPOSUREI SHEATHING SHEATHING — II II u I II II II II II II PROVIDE I II BLOCKING AS II II REQUIRED PER SECTION X-X IF 11 NOT FULL II II HEIGHTSHEET II II I I 11 II 11 II II 0 �LOOR SYSTE 2x RIBBON ' VERTICAL OR BLOCKING BETWEEN FLOOR SYSTEM II I II tl y 111 II II III II II I ISECTION SOLID 2x BLOCKING @ ALL WU4 SHEATHING mIII EDGES (SEE gIII X-X) mIII C11IC III III OPENING 111 11 — — III — — I II If III III III UI III II 11 I I 11 II I I I II II II II II I II 11 II II II I 2xSTUDS w w BEYOND. _ SEE PLAN _o w �z I I I II I I I I II I II II 1111 III I 1 I 11 1 111 it II Il HORIZONTAL WAI I FLEVATION DIAGRAM "S" = NAIL SPACING 2x4 P.T. BASE PLATE BEYOND SEE PLAN a z W LL a. O 0. _ SO O rF�x3 O0O:3 11Wg0~ (•1WK W M LE AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7116" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. 4LTERNATING 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. ' T 7(' RCN[+1ECTORSDHEDUL¢FOR:ADAM$H±iMkS�#,765,4A1{agCE, ... . ,i ' - ° - ,,..; `• 11TI195f6 '-„ BF.NtINGPOINT °.M44SACTUAL '. UPLIFT" :: 'CONNECTORID ,,. ..:.. -CONNECT 10,R0P1SI'r , DESIGN RATING ,. 'PA8'iENERS ; JJl . ' 01 CSI;41V CSV E7 ,F7Gi 6,7$n ,. (,R "n,. S86#Gr LESS,...:'' ) A41EA04A, B21" L`%MdR, 89S i(-{k'Ig5.5 HTS,241HE`fA1'k SS10#k/,)r%,�8#j1810#' .(24)10dxz-SLY; '(9)10dx3d/2'=, , (9)10d x14/k 1 89-;8I3 ". ,, ,L/{vliR ` ^1012#orIV ,. H�[FL1„�4 /NNSOAI.HETA'1,6 ;; A810#J id40#/1810# 11S)10dx1x `OlOdX1-1/2"� (12T 16d B Ll M:)i ' ''. 1S01 #bf j4si „j2)H.EiA"15 / (2)'HT5i0 % (2)HETA16 , 29G5014620#I2365p D 'HETA161 M4,OA '. 187.Okf.;040# I�)ibdxl-1/2'^. ' 18 10d x 1-1/2" G7-G1xy C �L/ R :•-1347 N,oY 14Ss I HETA16 LHEd`A16 `' 1814#f181Q4, .; ., 19) lOd x 1-1/2" "., 9 SOd x 1 1/2 .., . LmPR- 97#Orfje5s.: . (9110dx11/2' 1,8x-1/2"=. „ip L/R -1976#DrTp56 ., ,(?JHEihl61-i2)HiS'24 " .` 236E#`/2620#: .. '142j Ib2)16d",,, 10d)(S-1/21' ,.,. M, N11, M2, MX L/R 57'211pr1'C69 H14A/H1tla, 1444#/1444# (18)1,OdX'1-i/2",, ,L/R -94#Orlesss^ "1,:ON4ElT APERTRLISS,M,FR ,LIR -. 1661#DT`ICSE;,, _ - '. WWSY2Ul H A1Cr: . , .., ., .. 26 k72365# ;. - 1 `(12)1Gd ' '(48)14d X14 Z'i �; '- (9) 10d x AO2,A04rD21< LfMJR �,*84Y#DTIEsd ": H6lA16/HT$2OH14A. 181D#/131Q0f,j144¢# '(23)10dxP-1J2" '`;>778),3,S1lPYS)RTEOWMN; 1/2 Wa 9'2'SUPP,ORYCflLUMN R ,' . 1641 #v( (y+6S DTr22" `. 2146# 2,WA -x e ADS SCREUII$ ` ,. ., 81%$. 1•+1f2"• , PLF Orless TGENAtLE'D 330'111F1 '' . 1 d@. 1 O:C•:' PE GFDS15F4; '. TRUSS MANUFACTURER DATE Of LAYOUT, '� ' DATEOF'rPU$SCU7 $k1F.kY5 3[a3/ a iT,a`&GRf&M=nnIDaLBAwNGs�`' RI „. BEAR[NG LOCATI DNS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS 'ALLCONNECTORS ARE SI MPSON PRODUCTS SIMPSON- CONNECTOR SCHEDULE MARK TYPE CONNECTOR B FASTENERS SPr SYP O FRMASONRY HETP20 W 9)i W x 1 V2"R 1810 'OR TRUSS BRACING O FFARREAW90 _ H2SAW(l019d N41L9 G$ 66U AND ADDITIONAL © FPAAMEME FRAME I0)IWxI W-A72PL 01& 104.2 W(i IQA lIeIw.I PLY TPUB6E6 ms 1440 IND 1440 RROOFINFORMATION SEE SHEET S-4 O FRAMETO FRAME WS12.9l4)l0dxtirz•(ATE%IERICe LOCATION INCLUDE (3) 12d TOENARB) B60 �o E FRAMETO MASONRY MGTW(n)1Od NAISAND6A' ATA. w/12• EMBEDMENT*MMP90(ATET•ER1OR 9310 386E OPRANE F TO FPANIE LOCkTIA2411CLUDE (2dTOENRIOR LOCATDN NCLIAE 12dT0ENAL8 1246 1310 FRAME TO FRAME MH133Dwl(4&)INx I=. JAT EXTERIOR LOCATION NCLUDE(S)I2d TOENNL9 24M 2620 0 MASON" HOT-2w/T(Nl0d NAILSAND(2) SW A.I.R. W IT' EMBEOMENT WOMPRON"SET" EPDXYO(DT4FOR3-PLY) 1N90 O FRAME TO MASONRY FOTRW(18)1/4' M70M WOOD SCREWS AM R)V2' xW TINEN HO ANCHOR SOLTS 3100 4728 QFRAMETO MASONRY (1) LGT2 WI(IS) led tlNKE116 81711I4":2-1M"7ITEN2 17N EENOTEMBELOW 2030 Q MWETO MASONRY/ FRAME (2)LOTB W See IN 9NKFA9&(14) ESDOM t/4'x21N"TTB4 (2 PLYTRU99) DR(2$)1N MRAM rvKERB FOR PRIME SEA) 824 0 F 08SM 40WNI ©FRAME 3 TO MASONRY FRAME 1 (2) LOTS W(24)1l4-x3. WS SCREWS 4711" &(8)378"xTTITEN(2PLYTRU8S) pataF ON(9211N SINIEAS FOR RUME(EA) %70bM WfiaF /1I EEAMTO I HLLI10OPTHJC4TDw/(1M16d&(10)10d Op2680 ;P- CONNECTOR SCHEDULE NNECTOR&FASTENERS SPF 9YP 41sW(10f1Nx117OR 1595 t870 RP20 W (10)iNx 117 RT7A W (10184 NAL8 516 BB6 MdAV17Tl0d.l IW we 1020 61Nxl1/TAT2PLYTRUB6ES On I080 (14)10:1x1170ATEXTERIOR low 1195 NINO.UDE 12d TOENAILS) 12M10d NAl9ANDMB' AT.RW MW 449E &EMv✓91MW (ATEETEWR F(GI)1Nxi17 (ATEXTENIOR 12M 183D ON INCLUDE (012dT�7JAL8 wea)IM x 11R• TAT EXTERIOR 25T0 lode INCUJOE (S)12d TOENAIS (FA) 'IB)1N NALSA6D(2)Sc AT.R. MSEOMENT w/91MP9IX4'SET- 7p20 m OYY(H IM FOR 3-PLY) — (12)W63MIN)SCREWSAND 71M )SVV.a'WEDOEBOLT v m U 'A 72 W(32) IN SNOERR&(IN 9IDDM 31N-M WEDOEbOLT(2 FLYTWSS) 3300,E 4620E 6 1N SIN ORkII FOR FRAME VA) N 2'Rlw/(24)IMx2I7WB25 Neo-M 7o50-M &1413M'x 8'WBI2 PLYTRU65) 6180.E TMF ". O BEAMTO MASONRY / HWBOPTHUC46W(9)INNAL9& 0A1M0 F2)l14'x2374"TRENR`OMAS.) UN 00 Gnmo UMIS5 HMO PTHU46W(U)1N WJl9& d2)1IMx2T4'TAPCDNS(TO MABJ Op161L U41030 GM211I Up860 FRAME OR (12)iatl &1811N IFOR FRAME) EMS SYP401 ORD2)ISd&1M1N(FORFRAME) SYP-F 9YPA 7� HETAt6 CPTM HETA20 (2)HTA18OPT(2) HTA20 M FRAME TO 1-PLYNx11/T'ON 1920 1920 1-RYW(10)INx1 OR 1870 MASON" 2-MY.RYW(12)t60 2 2PLYw/(12)i6d 24M HTWl6W(8)10dNAILSAND(4)lAN2114- 9pp 11t0 HTWMIBW(6)1N NAlSAM1'0 (41 V4"x1 Y4" Ills 122E TO TA ORS WEOOE.90LT OFRAME MASONRY OR HISM20 w1(10)IN NAILSAND(4) 1MM 1W INS 1110 OR TW1410w1110)IOd NALSANO(4)1/4'x13M' TAPCONs WEDGE-WLT II40 Ina ©FRAMETO HlWW(9) pdx1 I7 NAILSAID R)&3'w^ 780 910 MASONRY TITAN M DTTTZWI9)iM•KI I/TSD9 WOOD DT6RW(B)IN•x11A"W81&VrOOD qOEM MMASOMWY SCREMAM(1)VTOA.TAEPDXIEDW 183E 216E 6CREN'S AFA (1)1R'SAT.R EPDXIED w/ isle Ins SIMPSON "SET" SEE NOTE p4 SIMPSON•9ET' 9EENOTEN TO M'TE W(28)18d X117 NAILS PND IU ElB"B HTT40WT2e lfida1M•NA&SAND(1) ®FRAME MASONRY AT.R.EPODEDwI611MP6oN'6ET' 4375 ISEE NOIEA'48EL0 50W 5M"BAT.R.EPDXIEDWSIMPSON-SET SEE NDTE N muLovq — 5005 ETO HTT4 W Cis) IN X21M" HALL! AND (1)&S" B HTT45 W DM IN x'21/2'NALS AND (1) © MASONRY ATAEPDXIEDIWSIMP.SONTET' 360 4235 &&"H AT.R. EPDXIED W SIMPSON'EET' - 41M IBEE NOTE W SEED*) (SEE NOINEA BELA1'6 O FRAME IO H109W(24)10dxl 112-NAILS 7% 910 LUGTI W(23) 8dx117 NAILS 376 INS FRAME OFRAME TO HM9RT W (4)1A1117 SIDS MOD RTIUM W (9) led.1 17 NAH.8 & U MASONRY SCREWS & 15) IWI2IW TAPCONS ]� 780 (4) ITV O N"TAPOONS 139E 1898 FRAMEM YST1w(10)1/4'x9' WS WOODSCREWS& VO MASONRY (1) MS•HA.T.R. EPDXIEDWSIMPSON"SET' 35M MMO W 12' MIN. EMBEDMENT TO (2)WIT.132)IMM3"SOS MOD SCREWS WOFRAME MASONRY &(2)H9'H A.T.P. EK0eEDW91MP3DN sin 7186 `SEA W IT MIN. EMBEDMENT FFANNIE KiTW (Is)5 SMWOO MUGT15w/r22)1NNNLSBHTT48 w/(18) O FPAME W(10) IM-4 in" HOWS0CRRM1011M"V0A.T0B WOOD 325E 45fi5 1N I4U19 &(11 MB-H AT.R. — SCREW6&1115'6"OAT.R. YO PRM1E TO (2) H T5 W oO ISd x2I? NAILS & 497E 5090 HTT46 W Ia2)18dY21/T NAILS - SOS(2) FRAME (U5APBA.T.RISEENOTE44) &(I)SI8'6A.T.R(WENOTEBp GxNe9u (IT1N(eDTnR unxR. 1. CONNECTALL FLDORTRU65E5 T01NTERIOR BEARING WOOD WALLET 9EAMS*(2)INTOENAILS. 2. PLLTRU98 TO TRI199 CONNECT'gN8A11E PROVIDED BYTRlI88 MANUFACTl1F1ER,UN.00N PUN. 3. D.C.MAY USE EITHERSIMPSON OR 119PCONNECTi0N9, SEE FRAMING PLAN FORCONIMCTORCNJ-OUT. 4. FMMMLEPLYTRUSSO.SCASMN LLFEIGID'SYPM TK"70TRJB6V[ nT LWEBW(2)ROWSOFIWMLS(83"O.C.STMG RED. S 12-hflN.AT.R ENBEDMEW9CMUBONDBEAMUA.O. S ROAS TRUSS CHORDW4'41"2XSYPN(MATCH CHORD LWIRER BC:E)wl(2) ROWS IN@P FROM EN0341O.C. STAGGERED CENIERAT CONNECTOR LOCATION AB MUCHASPOSSISLE. O MIMMALCONNECTORVNOONFRAMINGPLAN 1. CONNECTION FOR ALL ROOF/FLOORTWIMESTO MASONRY WALL81LIWELSI IMWAIS LINO ON PLAN 2. CONNECTIONA724"ORB O.C.PMDINGVERTICAI.SFORALLPLOMTRUWSPARPLLELTOMAEONRY WALLS SEE DETAIL MlIV93.1 FOR MORE INFORMATION 3. CONNECTION FOR AL HIP JACK(OORNER JACK) TO MASONRY WALLSACF WALLS&INTELS 4. CONNECROIJ FOR ALL CONTINUOUS RIM BOARD TO TOP OF MABONRYAT W O.0 MAX. W(2) AT EACH CORNER.O.C. TO VERIFY LOCATION DOES NOT CONFLICT w Jl(IF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALUSE-AMS wl RI 12d TONMLS O MINIMALCONNECTORUNOONFRAMINGPWN I. CONNECTIONFOR JACKTRl199 TO W000 WALL OR BEAM © MIMMALCONNEOTCRLNOONFRAMINSPLAN 1. CONNECTION FOR ALLlAUBBESTD IMH41ORrtXTERIOR BFARINO WOOD WALMANO/OR 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. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH Sd NAILS AT 4" ON CENTER AT ALL EDGES AND THEN S" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - NOTE TO FRAMER - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO. THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OFTHE 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 B e" DE ROOF INFORMATION SEE SHEET S-4�, C.M.U. OR ICE WALL ° SEE TYP. WALL SECTION - 2x4 P.T. FASTEN TO C.M.U. w/ 11/2' LONG T-NAILS @ 2'-0" O.C. SECURE 1-CHANNEL @ 12" O.C. COPY METAL DRIP EDGE + 2 x SUB -FASCIA o CONTINUOUS VINYL ®G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLAWING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1•-D" D M B § w N N (D a gg; o c N SO, 65 SO E O� d1 LL LL ii N.r1 I-�. ° g v -6��E qin 13 n.8 a ym 5 w Q LIM LL�aWW Yd' � X i=g o IS SIM L z� SO m U < a 5 e €.�o. WMVIFICI NG.CON ❑ ❑ ❑ v N N Z Q £ Z n 5 Z d, QQIlk NWi 3 J SO v c _ r D In o Z o Ln m Q1 \ E � � e a1 Q B NL d o (Y1 •1 D J Co C4E 0 4L' t Qi c N toys ,00 'Q Q A%gI 9 DA S HOMBS o � 'v FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY a GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: I iAKI',PORT ST. LUCIE 0 F_ z O LO � LLJ 0 _ V N cM 0),M z N 1-`SUm a a _ pJLu::) 9 LL JmU)(n VI Model Name / Number: 2265 ♦ Plan Issue Date: Thursday, September 3, 2020 ♦ I KA PROJECT NUMBER: 20-6268 Sheet: ROOF PLAN B LINTEL BEAM: ' 1 COURSE LINTEL BLOCK W/ 1 # 5 NONSHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" -TR1 LAP (ACI 530) III III 11111111111 TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 O LOCATIONS SHOWN ON THE FOUNDATION DOING. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOP OF SLAB . ... "4N1€`1NM - I,. MS021 TYPICAL SHEAR WALL SECTION NT`' TYP. TIE BEAM W/3000 P.S.A. GONG. W/1 #5 REBAR CONT. SIMPSON Spa WAS) -10d X 11/2 SPE OR SP8 FOR 2x6 AND 2x8 WALLS a c DOUBLE 2x TOP PLATE i' STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 I, .f P.S.I. GONG. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. I' '^ 2"x #2 SYP/SPF P.T. W/ (3) 1/2" X 8" "J" BOLTS OR (3)1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR 1' (8) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME (EXT/BRG/SHEAR) WALL TO N.T.S. #5 REINF. 20" MIN. LAP BAR #3 OR #4 REINFORCING BAR #a & 44 I AP SPLICE IN. LAP 25" HOOK `#5 M"�""""" 21 TD. 90° REINFORCING BAR #51AP SPI ICE SCALE:1"-1'-0" 36 #8 REINFORCING BAR • GRADE 40 U.N.O. #G ( APSPI ICFICF MSO5 REBAR SPLICE DETAIL - GRADE 40 N.T.S. ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 214" 12" O.C. 1 2 x 6 1/4" X 2sA" 12' O.C. 2 2x8 1/4"X2V^ 12"0.C.. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. °PRECAST .LINTEL a (2) 2X P.T. > BUCKS W/ BETWEEN FASTEN PT 2 NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. : LINTEL CHART w� GRAVITY & UPLIFT LOADS FOR: ADAMS HOMES 2265 8 3� r ti STANDARD LINTELS` SAFE APPLIES APPLACILIII..:: k: L' NTEL LEN GRAVITY - VrT' ,,101W.. SAFE UPLIFT UPLIFT LOAD i ICE►LOAD (# PLF (## P:� ' (# PLF) # PLF) ,LOAD 14 5 405 ,$3 /.l'*� ,'. O 0 all 9 REBAR AT TOP MIN.(Urt p 4Vi GYA< 9'66� .ri-a dT HOttOM0. OP UNM eAA pprtc" "W.F"a "WACTe PRO✓I N uMlL NARn'10 e' Nott A JAPT" TYPE DESIGNATION III v.vaL®wITN ORouriu-Lwwuv TY OF 4 WAR AT orro II CUAnfOTI cAYI Y 8F16-1B/1T NdRNAL WDTN J j I •p NOMINA. lB11 RCGAR AT TOP MATERIALS 1, fc precast Ilntels - 3500 psi. 2. fc prestressed lintels-6000 psi. 3. fe grout - 30M pN w/ maximum 3/8" aggregate. 4. Concrete masonry unite (CMU) per ASTM CDO W/ minimum net area oompressive strength -1900 psi. 5, Reber pmIdad In precast Ilrdel par ASTM A615 GREG. 6. Reld rebar Per ASTM A615 GR40 or GR60. Prestressing Sound per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510. H. Mortar per ASTM 0270 type M or S. GENERAL NOTES 1. Provide full mortar head and bad joints. 2, Shore filled llmels as required. 3. Installation of limed must comply with the archRectufal and/or structural drawings. 4. Lintels are manufaotumd with 5-1/2" long notches at the ends to accon'modate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except Ilntals 17'A' and longer with a nominal holghl Of 8" meet or exceed L/180. 6. Bottom field added rater to be located at the bottom of the lintel cavity. 7. 7/32" dlalneter wire SUMPS are welded to the bottom steel for mechanical anchorage. S. CasHmplace concrete may be provided In composite lintel In Iiou of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10.Llntel min. depths are called out on lintel plan. ifcontractor Installs a deeper lintel than Indicated on the plan, doing this Increases the strength of the lintel and Is approved without englneadng letter. if a smaller lintel Ia installed contact FOR for appriti SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6-1/2". Safe loads for all roeessed limels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable lead on the section Specified. 4, Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by Providing addional reinforced masonry above the precast lintel. 6. One 47 rebar may be Substituted far two #5 rebate In 8' Ilntals only. 7The designer may evaluate concentrated leads from the safe load tables by Calculating lire maximum, reslating moment and Shear at d- way from the face of supporL 8. For composite Untel heights not shown, use safe bad from next lower height. 9. All Safe loads In units of pounds per Ilnear feet REVI CODE i ST. LUI PRECAST 'U" LINTEL w/3p00PSI CONC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WTIH TOP OF WALL UNTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE R 10" STD. 90 HOOK. ANCHORS i� i� %� HOOK (TYP.)► . N0PY 9TD. 90 DEGREE 'o B. REBAR ON BOTH SIDES ANGLE 3000 P.S.I. OF OPENING U.N.O. DQNC W/1 #5 D TYP. BAND BEAM REBAR 8"Y 8" x 16" K.O. PROVIDE KNOCIVOUT �� "•••'-L .'•::• LINTEL BLOCK BLOCK FOR FIRST RLL W/3D00 P.S.I. - COMPLETE CMU COURSE CONC. W/1 #5 DIA. BELOW SILL & FILL SOLID REBAR :.. W/ (1) #S BAR FOR ALL 7 WINDOW OPENINGS 61.6" AND LARGE INDICATES FILLED Vq lt" x 8'X 1W CELL FROM F S. TO CMU U.N.O. BEAM WITH 1 #5 _ BAR MIN. SBCI SEE FOUNDATION FOP 1 PLAN MS01 I BLOCK WALL REINFORCEMENT Z 00 16g8€ CI LL NIs s�s�P Ov�mg aLo -8m 0-"y, TURN" uJ m�ps o. „w a�9 a �w2 aw5�nn �$w�e GO0. o mi-n WL�igw m m X BgN ILI Z a g _y a 8g9 AS m V O WWW.FDSEN6.COM 1100 v m m U' w Z O N _ fi Z 0 ry¢� c 4 1= Z Y 3 Q N cD 1 C e-1 Z N m Q0 n ilk- E U _. N W O O W = C �G ma i°0 U � N 0 F .0 0 0 • 0 U) � 0 Qom �m ����nq � DAMS HO S I 11#U.U7R OtT,��11lrl'I't�CTFRS LICENSE NO. CRC1330148 GULFBREEZE PARKWAY LFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST'. LUCIE V1 Job Information: a 8 N M v z ro W U M i N N £W N a CO z FY) ¢v aLD 00 (n (n 00 N a V1 Model Name /Number: 2265 TYP. DOWEL 25" ♦ Plan Issue Date:. MIN. LAP (ACI 530) d Thursday, September 3, 2020 VT KA PROJECT NUMBER: 20-6268 PU1N • .. • . Y a) �, Sheet: seal Of: o r N.T.S. ,'To LINTEL PLAN 0 SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2)'/2'x5" SEE FLOOR PLAN WEDGE ANCHOR FOR BEAM SPEC. g 0 v OVERHEAD SECTIONAL o DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" a g J" " BOLTS WASHERS SET IN E FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. o °tj L SECTIONAL ® OVERHEAD DOOR CONT. P.T. 42 o WOOD + P SYP 2"X6" :,• TRIMatttdtF �5' $Ai ., .��,•.•.,•. ., � ,,adz.\O . 2"x6" P.T. WOOD JAMB V ' n• ".' v DOOR AND CONNECTION PER 3 OF ` GARAGE DOOR MANUFACTURER GARAGE SLAB c •, C� �,*` 01 TYP. GARAGE DOOR H O� �C . Z ��bA� F,L°� TRACK MOUNTING DETAIL NP m� q saasaaaeee v NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS v a i? DETAIL- UNLESS NOTED OTHERWISE 0 0 3 L o a u MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 FENTRY CMU COLUMN/BEAM N.T.S. s E a m a S�8E_qq c gs wnm III 'i r- cq 00 Aa O,� �✓ ggg£" DFmz �r 6��m m g2Fq 4SLL w u v "I° Q a ¢ BLOWN -IN R-30 INSULATION PER FBC Z 2-6a Q 59.6 AND ENERGY FORM SUBMITTED WITH Y $ ° "� W BLOWN -IN R-30 INSULATION PER PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) ? m m O a s 2 f2 e a FBC AND ENERGY FORM SUBMITTED 12 FIBERGLASS SHINGLES OR d a d u_ g F' 8 p a ° (9 w 12 WITH PERMIT APPLICATION SEE PLAN ( ) U g '^ 0 c, o g „ 2 o SEE PLAN PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) OVER APPROVED DERLAYMENT y a U J " € ,, E " W 5 PER FBCR 905.1.1 OVER APA 5 €'� WJ✓W.WSE�6.CINU FIBERGLASS SHINGLES OR RE ENGINEERED WOOD RATED STRUCTURAL SHEATHING o TILE ROOF (PER ELEVATION) OVER APPOVE-D UNDERLAYMENT TRUSSES @ 24" O.C. ' (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF «y w /� i Ur Z o PER FBCR 905.1.1 OVER APA NAILING SCHEDULE 5 Z 0 PRE-ENG. WOOD RATED STRUCTURAL SHEATHING (SEE STRUCTURAL NOTES - TRUSS ANCHOR (SEE PLAN) Q TRUSSES Q 24" O.C. — - — - SEE PLAN FOR -ERG �►VWi/� ���r✓1 I FASTENED TO TRUSSES PER ROOF �— . HT. `F' -O o- y NAILING SCHEDULE) TRUSS ANCHOR (SEE PLAN) 1/2" DRYWALL FELT PAPER OR • • ° r METAL DRIP EDGE TO BE INSTALLED ON OUTSIDE TRUSS PLATE (TYP.) FRAME FOR BUILT-UP h n i� 2 FACE ----------- 3 4" P.T. NAILER 2X SUBFASCIA / SOFFIT. SEE ARCH. CORNERS min (3) 2x4 OR m $ EVI J) 1/z" DRYWALL 4x4 w/ 2x4 POST UNDER EA no o T 1/2" DRYWALL . METAL DRIP EDGE CURTAIN NAILER PLANS A� 8 x 8 x 16 K.O. 2 X 4 P.T. PLATE NAIDLEOD wU 8dON IILSG@ 6 BEAM.�O� KEEP IN 3/4" FOR SHEATHING / � CONNECT ALL 2x STUD 2X SUBFASCIA lx4 P.T.@WINDOWS 1 x 8 P.T. @ S.G.D. r4 LINTEL BLOCK " O.H. W/ (1) #5 DIAL REBAR & AND LATH WITH FINISH O.C. a m TO TOP PLATE WITH (4} 16dTOENAILS SOFFIT. SEE ARCH. " SEE ELEV. 3000 PSI CONCRETE (TYP.) ALL SIDES / i \ \ (TYP.) FRAME FOR COR- / /! U E 1.00 _ PLANS PRECAST "U" LINTEL SEE SCHEDULE u 0° vv v� NERS FOR NON LOAD a ° " v BEARING SIDES NAILED Z .� +� i DRYWALL -- SEE PLAN FOR HEADER SIZEu .'�V° ° v°° ° o.# W/ 16d NAILS @ 8" O.C. m � .. � \ � � U G i O\\ vo f is¢Ndw a..m OPTION, - 15/32" OISE EXPOSURE 1 ON 1/2" x 8" J-BOLTS \ / ` � (TYP.)4 COURSE HIGH A.F.F. v ,-�, ATE MAXIMUM OF (3) - 2X PLATES MAY BE O.H. SEE ELEV. EXT. WALL W/ ALL EDGES BLOCKED. SEE TB13 FOR NAIL ATTACHMENT. (1) CENTERED EA. SIDE w/2" WASHERS / CMU BASE FILLED w/ CONK = c L ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4" �� (TYP) w/ (4) VERTICAL RENF w/ m 'v PLY ATTACHED W/ (2) ROWS OF 16d NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON r' FILL CELL - 1 #5 DIA. ( ) HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE NO. ORC1330146 ALL BEDROOM WINDOWS, n REBAR W/ 3000 PSI PLAN A1-A1. OF COLUMN 3000 GULFBREEZE PARKWAY GOD. ALL ONs GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN ,�, SHOWN ON FOUNDATION & FLOOR PLANS a : (" r.� .c �- (G.G TO VERIFY W/ FLOOR PLAN w ,) DIVISION LOCATION: LOCATION OF OPENINGS IN u SIMPSONLSTA30 SEE FLOOR PLAN PORT ST. LUCIE EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULL w/11-10d TO BEAM FOR BEAM SPEC. ^� ♦ Job STUDS ARE REQUIRED). j &TO FRAME BELOW"� H Information: NOTE; 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW a oCEMENTITIOUS WINDOW STW/ SCREENPRECAST DECORATIVE SPECS CONC SILLFINISH 7/W THICK PER ASTMPER C-926-98APAPER BACKED FOIL R-4.12X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALLMORE INFORMATION). SEE TB13 PER FBC AND ENERGY FORM EXTERIOR FINISH -ON i'�/// 1/2" DRYWALL SHEET 6 SUBMITTED WITH PERMIT (SEE ELEVATIONS)LFOR NAILING INFORMATION FOR APPLICATION o R-13 INSULATION AT EXTERIOR FRAME WALL PER FBC WALLSHEATHING. P.T. 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING\FIG. 1 x 4 P.T. DOWEL #5 DIA. REBAR 17" IN CONCRETE - 25" f0 WWOOD AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2' x 8" TITEN BASE NAILEREXTEND (ACI 530) ABOVE SIMPSON HETA20 a1 BUILT-UP CORNER MIN (3) 2x4 m 3 E 2 WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. MIN. 6" FROM END -SEE WSD7 WOOD BASE SLAB, ALL LOCATIONS SHOWN ON FOUNDATION PLAN w/10-10d TO COLUMN POST Al OR 4x4 POST w/ 2x4 UNDERWOOD „ N m CL BASE —EACH END OF BEAM I'°" oSEE FOUNDATION PLAN FOR TERMITE SHIELD SEE FOUNDATION PLAN FORr 0 J I„I„I xH p FOR SLAB INFORMATION - - _ TOP OF SLAB _ — sLA6INFORMATION TOP OF SLAB �, 2 X 4 P.T. PLATE NOTE: M STRAPS MUST BE BOTTOM J m (n � OD '� ..S INSTALLED ON INSIDE OF N ♦ Model Name / Number: GRADE \ ' GRADE COLUMN. DO NOT BEND v 4.''v N1 ,TL>;,, ° ° «- - V STRAPS UNDER PLATE. o ° .4 C 2265 ) vC�r,�''iY�° PLACE IN e o, v ♦ Plan Issue Date: CLEAN 0 o SEE PLAN FOR - v CELLS wT#5 REBARRAPS / • r (TYP.)4 COURSE HIGH CMU BASE a COMPACTED _ , '; w ! RE -BAR QUANTITIES ^ �� �; FILLED w/ CONK -SEE PLAN FOR N `?L Tffr' ' m SIZE. TOP OF COLUMN BASE - 9 Thursday, September 3, 2020 ;: • ' 2'-0" AFF ♦ KA PROJECT NUMBER: 16" SEE FOUNDATION PLAN SEE PLAN ; •- .� FOR FIG REQUIREMENTS PLAN 2U-S2BS NOTE DETAIL CD21 f S-2 MAY BE SUBSITUTED FOR THIS T m Sheet: S-2 Of: WS01 TYPICAL WALL SECTION 81, CMU a/a^=1'-0" DETAIL - UNLESS NOTED OTHERWISE CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. N WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'0" TYPICAL FRAMING DETAILS WHEN REQ'D RECESSED PRE -CAST LINTEL 8" D BLOCKTIEBEAM STRUCTURAL W/(1) #5 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ SHEATHING TOP TO ALLOW CONT. 2x4 BLKNG I CLIP EACH TRUSS AROUND CURVE. MIN. 2 TITEN ANCHORS TO 2x8 (SEE ROOF PLAN FOR TYPE) FRAME OUT BLOCK EDGE 0 (SEE PLAN)ATTAC EXTERIOR SHEATHING NAILING •• 7/16" 0.5.8. 2x8 W/ 131 12d SCHEDULDE TB13 ON ; EA. SIDE TOENAILS EACH END SHEET 6 STUD ANCHORING: STUD TO TOP PLATE: 2X BLK'G. /16" OSB W/ 6d R-19 INSULATION AT EXTERIOR SIMPSON SP4 TO�OEND NAILS @ 16" O.C. WOOD FRAME WALL PER FBC W/ 2 - 8d TO SIDE & TOP NAILER AND ENERGY FORM SUBMITTED ; ' WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS 2 X 4 SPF AT 15" D.C. VIEW 2x4 SPF CONTINUOUS EXPOSED TO INTERIOR SPACE) EDGE BLOCKING ATTACHED 2 X 4 P.T. STUD TO BOT PLATE: TO 7/16" OSB W/ (2) 8d SIMPSON SP4 NAILS. SEE DETAIL ABOVE 2x BUCKS SEE MS11 FOR MORE INFO WINDOW OR DOOR OPN'G WF01 I DETAIL @ ARCH WINDOW FRAMING m m � m 1S5" (2) 2 x4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED L6d ROWS OF STAGGERED led COMMON WIRE NAILS (D = 0.14a", L= 3") OR EQUAL COMMON WIRE NAILS EACH COMMON WIRE NAILS 2.L=L (NE D0.162L31/T') OR EQUAL ID = 016"L31//2I OR EQUAL LIGCENT NAILS ARE DRIVEN FROM 3) FOR 4�PLY. PROVIDE 1/4"DIA, x 51/2" LAG OPPOSITE SIDES OFTH E COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4. OF 4) REFER TO NDS SECTION 16.3 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) r' F.F. VERHANG ; �: ; �:•, FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. N.T.S. MS18 I RETROFIT WALL OVERHANG DETAIL I N.T.s. 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) STRUCTURAL SHEATHING 48" 7/16" MIN. NAILED W/ Ed 2x4 STUD 41°iy COMMONS @ 3" O.C. @ EDGE & 6" O.C. LD RUN PER PLAN FULL SHEET FROMM 2x4 BEYOND AGAINST 2x8 STUDS � ` BOTTOM OF FALSE BEAM NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS SEE GE05 FOR \` TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. STANDARD SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END �� I �l (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING ?� TOP PLATE W 8d 21 2" x 0.131 NAILS (SIM. w/ 2x6 NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION = I ` ? PIPE OR DUCT w/ UBLE 12d + +I ug PENETRATION THRU TOP SPLICE I+ +I h TOP PLATE w/ MORE o THAN 50°,6 OF TOP 2 ROWS 12d 2X TOP PLATE TO I o PLATE WIDTH INSTALL @ 3" O.C. GABLE END W/ 16d SIMPSON PSPN516Z NAILS @ 6" O.C. a W/ (12) 16d NAILS TYP. " TOP & BOTT. 1 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/ 2X4 STUDS @ 24" O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SINGLE BASE &TOP TOP PLATE W 8d 2 1/2" x 0.131 NAILS PLATE W/ PLYWOOD * NOT REQ'D. WHEN QT SYSTEM IS APPLIED SHEATHING COVERING NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL 3ME15 I FALSE BEAM AT GABLE END N.T.S. 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 7/16" O.S.B. (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLKNG. OPENING G.C, TO W O.S.B. INSTALL (3) TITEN HD. w/ 2 8d EA. END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW CONNECTOR REQUIRED (3) 16d SP4 COMMON O. 1 24" O.C. NAILS(TYP)� CMU, SEE PLAN FOR WILL HGT. D . PER LOCATION ---,,a, �iiiF%�� ii6�fI / •?o �ii��� /F .. • • : •• %III I�4 •!TOENAILS 7�' • , • - BOX HEADER EACH Fv 1/2" X 8" NOTE: HOLD FRAMING 1/2" ANCHOR BOLT BACK FROM FACE OF BLOCK @ 32" O.C. FOR SHEATING TO BE FLUSH WITH BLOCK FACE 8" CMU WALL WF21 I KNEEWALL @ ENTRY FRONT WALL 1 3/4"=1'4 OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF FT 0 E 12d NAILS @ 3" O.C. WOOD SEAM SEE PLAN FOR SIZE �� , SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-30d NAILS @ 8" O.C. EACH PLY ' ^ (SHOWN AS 4x 4) `--- (2) SIMPSON HETA20'5 w/(l2)-16d EA, TO COL. ALT: (2) MSTAM36 STRAPS /-BOTTOM SPLICE TYPICAL BLOCK CENTERED w/ (13)-I0d NAILS / OVER STUD WALL <,. ', Ea TO COL. TIE BEAM WF17 I TOP PLATE SPLICE DETAIL 3/4"=1'- * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. STUDS REQF AT OPEN G OPENING 2 X 4 WALL 2 X 6 WALL JACKS ICINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2 >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 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 10d NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - HEADERANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE N0. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH " FACE OR 3-ROWS 12d NAILS STAGGERED @12"0/CFOR Zx10 OR GREATER HEADER '—CMU �FN LNG 1F *HOLD DOWN CONNECIlONS NOT REQUIRED @BEARING WALLS WITHOUT UPLIFT WF39 1 TRANSOM DETAIL AT ENTRY 1/2'=1'-0" DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" 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 P.T. BOT. PLATE WF09 I WALL HEADER DETAIL 17E] CD04 BEAM @ RAISED ENTRY MASONRY WALL N-T.s. Aele)Ililllp°°y° T O R R �5°°°ar t� rGR 4J•:v og�u •:6 5K P <) ) r° °p/ aaluMpl�N�1 dg m m o g W w�� dgw F v 'n1000 sg I N� i LL i ._C„mNq" mNNN ppC W 01 09�� QC61v10 C- aw h� �LL a ui vS da I•rn'q� ¢ 0 m J w m all m m �Se ® oU K o N i, W o e° WWN FOSENG.CON W O Z n — o Z ry (//z Q Y^ 9 � V) I ti tl� Z n Ln OI m (j)2 y. L) ry 0 w M c \�N cM if6 o �m LIU U F m V 0(T•T _rod ' = O^N C) o p' clio0 am ,�,AIDS MIMES FLORIDA CONTRACTORS LICENSE NO. CRCl330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE hVI Job Information: m o N ri O n M m 9 z r_ LO W 0 N i FILE COPY -2 > N 3 m N 2 a 'a r 5 OJLIJZ o J m u) (h 00 h m � V Model Name /Number: 2265 v VT Plan Issue Date: Thursday, September 3, 2020 @VI KA PROJECT NUMBER: x 20-6268 s N Sheet: S=3 Of: fw o TYPICAL WALL DETAILS U *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 OLRLOOKER @ 24" OC. TO TRUSS WITH MTS12. FOR OR EQUAL TO 45° O.H.UNDER -SPACE OUTLOOKER BLOCKS @' 24" O.C. NO STRAPS REQUIRED. MINIMUM 2"x4" - 8d NAILS @ 4" O.C. WALL AND ROOF SHEATHING, SEE TB I3 CROSS BRACING A ' ". - - 2x4 SYP BLOCKING FOR SPECIFICATIONS (SEE PLAN FOR - ` - -'- BETWEEN TRUSSES @ 48" O.C. MAX. FASTEN TO EA. 2x4 SYP L BRACE FOR LOCATION) �.,. BLOCKING TRUSS w/ 3-12d NAILS EA. GABLES 3',0" TO 5'-11" TALL. '- END 2x6 SYP BL RACE FOR _ '. 2x4 SYP CROSS BRACE7 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. m _ ;,- @EACH & NG AT 45 ANGLE. CROSSING A N GABLE TRUSS (NOT REQ'D WHEN GABLE IS LONG 2x4 #2 SYP BLOCK AT 4'-1" OR SHORTER) BRACE SPANNNAILIN 4 COAFROMBRACEPSON LOCATION. FASTEN TO 2x4 P(8 CTORUSS BAYSNT -0 )ED) /DIAGONAL LL PLATE w 10d @ 3" O.C. (3) 12d - w 3-12d TO CHORD MIN BLOCK PL/ (NAIL GABLE TRUSS NPER 216d JOINT _ 1ST4 BAYS)NA TOP PLATE w/ NAILS @ 4" D.C.CONTINUOUS LATERAL BRACING , 4 BAYS1/2"x8" ANCHOR BOLTNAIL OVER X-BRACE AS SHOWN•AT 48" O.C. MIN. INSTALL BLKG. AT TRUSS WEBS COURSEU KNOCK OUT H CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP MASONRY WALLS w/ (3) 12d @ EACH TRUSS WEB `m a m NAIL TOP OF "T" TO GABLE I ROOF SHEATHING, SEE 3 T018 FOR ATTACHMENT TRUSS w/ 2.12d AND 1 I OVER JACK TRUSSES, SEE SIMPSON HS w/ 11 ql TB01 TYPICAL CROS5 BRACING DETAIL N.T.S. T602 TYPICAL CROSS BRACING DETAIL N.T.S. 10-1odx11/2' NAILS PLAN. FASTEN (1) SIMPSON HGA10 @ 48' D.C. w/ 8 1/4"Al 1/2" 5 �\ -f riri t SDS WOOD SCREWS GABLE 2x4 BLOCKING w/ 2-12d TOENAILS NAIL TOP OF "T" 3 )- TO'4P„� �°e� PROVIDE 2X4 MIN. BLOCKING AT END TO TOP PLATE /BEAM TO GABLE TRUSS w. 2-12d ��°° ���,�\: "S E `S ° CENTER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ •, �o BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. SOd x 11/2" NAILS E N cO Q� M NAILS EACH END TO TRUSS TOP ZTYP.. @ WOOD FRAMED WALL @ DUTCH GABLE •iM CHORD Z O c '� ° .0 '• CO \4 ' A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAPTRUSSBRACING GE01 GABLE END BRACING N.T.S. '. �� WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP .,FLOP:'CL �r,O>f. ?'J'I3`,%%e`` A -- --- TRUCTURAL PACE •`- IlJAlAAAIABd G.T. SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 m N TOP CHORD WHEN REQ'D NAIL TO TOP CHORD P' TO PREVENT SHEATHING ACK OF HIPPED TRUSS W/ t SPAN FROM EXCEEDING TRUSSE 12d NAILS @ 6" D.C. o 9 MAX 24" SPAN (EITHER KG. 2 SIDE OR BOTH IF REQ'D) a 0 c a m (2) 120 NAILS MINIMUM (3) 12d ROOF SHEATHING AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SYP TRUSS BRACING SEE * SPACED AT 10'-0" MAX 6 c g'o PLAN rri 28 c w a B F ° 1- '� 10 aD a jm J Nm m �4a 8�' ~4� HIP TRUSS ¢ a BXETWEEOCKING ES c ry��MM� �,g Q Wo li W Uj SECT, C t7W�� aa¢ Hf 103 ® m z=4 ° Z I FT HIP / RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP} N.T.S. Fg € W 8, 4' o it m o ' aBP III 2� M� ¢tea €°�€ IL 0 0`�orn a Z o �urvB,=S � U !— J F�" KWw.fDSENG.COM ❑ N Z N w � TRUSS NOTES' c z Q J 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIRPi-2014 c J N ~ aLO (rRUSS 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 Z IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED OF ANY u In TO8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION THEY SHALL BE SPREAD OUT w CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. d rn 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL E .O M LATERAL BRACING SPECIFIED BY TMIRUSS MSHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20• 0" O.C. MAXIMUM. tl 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT O - Lu c C ATTACHED DIRECTLY TO THE BOTTOM CHORD OFTHE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. mn � J i0 ��J "� SEE TYP. TRUSS BLOCKING DETAILS m V —N� , SHEATHING 3 TO4TRUSS LO 'P ALTERNATE TRUSS SPACES - C Q N o 9 Q ® DAMS HOMES mo y VERTICAL SCAB 2X6 82 SPF 48" O.C. SEE NAILS a o 0 W/ (4) 12d TOP &BOTTOM OR H5 TRUSS OR HCLR/LL IN PLACE DF 14)100 SS-EBC?ON TRUSS REVIE ELf w °' FLORIDA CONTRACTORS LICENSE NO. CRC1330146 REQUIRED 0 RAFTERS GREATER THAN 8'-0" YV rV:. 3000 GULFBREEZE PARKWAY ... BEE STRUCTURAL NOTES AND NAILING /y CODE COMPLI:'`� S GULFBREEZE, FLORIDA 32563 SEE PLAN DUBLE TOP LE PRE -ENO, TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS ST" LeUCIE C4) t 2x STUD WALL VARIES w ROOF DIVISION LOCATION: SEE PLAN SLOPE BACC PORT ST. LUCIE CONY- REAMED RIDGE \ / \ / / m r ♦ Job Information: MAYBE NAILED w/MIN. VERTICAL SCAB 2X6 42 \ \ (4)12d WHEN IT LANDS SPF 4W C.C. W/ (4)12d BET EENPF TRUSSES \ BETWEEN TRUSSES z NEXT TO PREfNG. TRUSS 2X8 BU(ING. NAILED 0 EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. SIDE w/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF (4112d REQUIRED w/ (2) MTS12'S REQUIRED 0 RAFTERS GREATER e \ N THAN W-0" 2x4 SPF BRACE \ / \ @ 48" O.C. - NAIL w/(4)IS COLLAR TIE \ \ 12d AT EACH END & to SHEATHI- RAFTER EVERY d \ \ \ ALTERNATE DIRECTION A O \ \ m 2X4 BLOCKING BETWEEN CB BEVEL CUTS (OPRONAL) , TRUSSES W/ (2) 12d NAILS d) 0 EACH END, CONT. EACH BAY TB / / TRUSSES LIZ C p D 2X4 SPF W/ (2) #7X3-1/2° DB WOOD SCREW EACH TRUSS / / SEE PLAN ti W ` ` V ALTERNATING BLOCKING OR H5 0 48" O.C. / / ro \ 4) co �6 PRE-ENG. TRUSS A \ / / / CN N C'/J tV F i CONT. ROOF SHEATHING AT TRUSS TOP \ / / c ^ a °' STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. / / G SEE PLAN FOR CONNECTION SIMPSON A34 OR J W t' B 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD - 2X8 #2 SYP RIDGE BEAM (USP MP4) N \ \ / / 2'-O" ON CENTER \ \ / / = W LL J v / v' TRUSSES W/ (2)-12d NAILS 4 AT TRUSS \ /\ / 2X4 SPF BLOCKING w Model Name/ Number: EACH END MAX 2x6 RAFTERS ®2-D°o-a. BETWEEN TRUSSES Y \/ m N MAX. w/ 0) 12d COMMON @ 24" O.C. MAX.w/ TOENAILS TO RIDGE BEAM WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN \ / \ (3)12d EA. END (TYP.) / \ u ` 2265 (SEE PLANS FOR TYPE) 4 Fr 0 2%0" O.C. MAX W / (3)1DD SEE PLAN H CONC. MASONRY COMMON TOE NAILS TO RIDGE BEAM N VI Plan Issue Date: 2X4 CONT. ATSTEEL WOOD BEARING SUPPORT T & B CHORDD CHORD TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE Thursday, September 3, 2020 ♦ KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING m SEE PLAN FOR MORE SHEATHING INFORMATION m 20-6268 Y 2x4 S.Y.P. @ 16" O.C. I s 0 Sheet: Of: _4 TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s. I TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. ROOF FRAMING IQ AND BRACING DETAILS \\\\\\\\\\\\\\\\\\\\\\ THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST :3 L-A A E Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma°Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2.1/2" wood screws (#B and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN, THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. 6" SPA EVE a 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE r„ it n 3„ 3„ 3n 3e 3" 1 IT 111 _ III E I i" 1 3" 3"33! 6e DOUBLE DOOR W/ SIDELITES )A /E (^ 6" ;PACE .VEN LY '^ 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 11-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. I TOP OF SLAB op I' M• Ir p z 16" MIN. DIAMETER I° CONCRETE FOOTING 1 PROTECTION BARRIER _ DETAIL N.T.S. 3" SPACE EVENLY T I µ,me Pit Oed to use In SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTEDki! BEHIND FLASHING EXTER. WALL FINISH EXTENN LOCATIONS) MINIMAND M OPIBo ABOVE 6^ X 6" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT HNEEWALL TENTRY PIASTERSTO SEALANT ft0 IN SH GLE6 6" X a" H SAM FLASHING CONT FLASHING DETAILS NOTE' THIS DETAIL /IS REQUIRED I' _FIN II AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION - 8• ............... • SAIANT 'NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 8/8" MIN HEADS. 6 PER SHINGLE, wen If dr H r f o If no INSTALLATION OF BUCK BUCK STRIPS- 2x (DEPTH OF W'DOW' AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 31/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTAC H M ENT N.T.S BUCK STRIPS -1x4 (DEPTH OF WDW, FRAME MIA STRIP W/ADHESIVEBLOCK LINTEL & SCREW WJ3/16"LLIPS 1/2" DRYWALL FLAT HD. "TAPCON" THE W'DOW FRAME Y °' • \JAMB MIN. 4" FROMN.16" C.C, 1/8" SHIM SPACE EXT. FINISHeDRIP EDGEWINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S CAULK BY OTHERS O.A. WINDOW HEIBHT INTERIOR i TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S cows rb 1"dG,um° CIO. 1� Mammum Fastener s"drg (lambs, Had and Snf) Wall Framing: 11,25prutelmnelfir or Base SlNmne Screw s Soavesew a nimm u Pbneh/aan Stan% ead 13/8" r4oF mng Pfn Cross Secti Yiew Biterlor Viev OF Fill WIrd" Monday, sinxi F34aimsheathinp Note: Westrang/yrecommendtheuseo//lashfngand/ornashfngt#pai pansasttatoftn A57ME1111-OI,However,doeto varletfon In codesandbuffdhg tWee,ltfsleN up to the enduarfu d4fefmhre theproper lnnsibludon oftflaterAfts LEAVETMEAMLEWRA►ONI BOOM hStaAlngYnurwiMbw,M sun dewrap may M peeled badtnor inspactial,bW:imeaseri o*wrapto .. protect the blocks from scratides and Must damage totall toriftoons botniete. Step Measure to be ma the opening is 3jr to 1J2" large then the window size path vertical and hoimnlaBy. + You may wish 0 pre-dral tite installation holes In the An at this time. Dumsyend Me pepuxWhoks an Me m—ft fin, as ossy are nor nxaYa S4 2 Apply a generous bead of silicm,e to the bacloode of the mounting On. Use enough saimne to sufiklm0y fill all wills betwen the fin ad the wall sheath; . Step 3 great the window into the opening from the outside, The window Is Labeled "Insl and "outside", but If tllse kbes him been removed, the Binding bead should always be so the Inside of the built Sep 4 Install shims under the sill, adjusting than uma the unit Is plumb In the opening. Shims should be instated way the sill every 2 lae. The wkldow should be basically centered in the opening witll no male than 1141 gap between the window and wall training. Step 5 Install a#10x 1-1/2-sacw 4"hen the coma of the fin at eath end tithe ham, sill and boll lambs. Sep 6 Install the rarogimg festawrs in B" increments from the cmner screws to the center of e36 have member. Use rare n" over- lightenthe saewsand pugthe,nthrough the M. Also, make sure the sasrs go In straight ad do not Cause the home to bow. Wall framing should be a mimmum of #2 SpruWMne/Fir. FasaaTers AMM be#10 screws of sufficient lengthto achieve 1-318" PwaftWn into the wall and no less Than 1R"from ageoffnml . Fastener 4uaNfies deeded Mead) side of acme roadeeve8 i ofrrane f4emha 1V" 18• 28". 34' 42" 5a" 59' 66° 7,r B2° go" BB" Number or Fasteners 2 3' 4 5 6 7 a 9 10 1 12 12 13 Stop 7 Rmgre moves; slleome" a our Irom armed the fin aid ItMect for hoes or roils. Use saeom to flu my voids. Step S Itde wed, a foam insulation can be applied No the interior gap between the window and wait framing. If applied, dusmust be Ma NON PXPANDING TYPE FOAM, Sep 9 Ships these windows arc typically used in moms wph high mosti le; bathrooms, it is N oommendd that the Interior gap between the window, and veil naming also be sealed wan Moore and tooled so as not to mWene with the im allatbn of wallboard file of Uim. Step 10 Once all construction Is complete, remove the bubble wrap flan the Inside and miWde of the widow. If necessary, dean the beds with a mild d tad mum water using asoft doth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: { Building Permit: Product Design Manufacture Model # Attachment Approval # Pressures Method Roofing: 1st Choice COUNTY APR IKO Industrues, Ltd Cambridge AIR NAIL SHINGLES W/ 12 GAUGE ROOFING FL7006.1 R-10 NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: FIOYIda Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580 1 R 1 Products Inc. " -rid a vent" I I" FROM EDGE AND 4" D.C. TYPICAL MAX ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING A,,30 No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328 RS PRODU TS A TSATURATED 0 ATTACHED IN ACCORDANCE WITH - 2nd Choice R901l Overhead Garage Doors: 53W5 f� EC1131 W to 00 •+ #fix gU8� a �e� .rOW �g Q�-\� a w' LI0=x..�. Zt$ Z zwar 3 ?� mED¢m1LL Zr3���E CgyS�iQin fn ao£w 9 @ Pis WwW.FDSDVG.COM ❑ ❑ ❑ .. Z zg10 a �¢ b 0- - t'Hn Z r- cO w d V — w 01n c I �`"'1- Ln ro _ W 9 1st Choice +30.0/-30.0 CLOPAY 1 x 7 2"x6" P.T. WOOD JAMB WITH FL16546 1 , m v v ®lig +30.0 -32.0 CLOPA 53W5 (5) 1/2" DIA. x.8" "1" BOLTS FL15279.36 °� III 4 N e. 2nd Choice / Y Sx7 Swing Doors: 0 DAMS HOMES THERMA TRU-CORP. GLAZED uT 1st Choice +67.0/-67.0 FIINSWING 2X BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X3" FL20461.1 9 T —0— MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS w +67.0/-67.0 THERMA TRU-CORP. FLUSH AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.19 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 2nd Choice OUTSWING BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 4 1' 3000 GULFBREEZE PARKWAY TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. m GULFBREEZE, FLORIDA 32563 THEREAFTER. (TYPICAL ALL 4 SIDES 'a Siding:€ o DIVISION LOCATION: +O/-146.3 The Tape: GMUp 7"Staggered INSTALLAITON FASTERNE�S ARE GALVANIZED STEEL ROOFING FL20403.17 `I tiQSY\Pi IG+I E 1st Choice Shakes NAILS 1ah" LONG WITH 1 8" DIA. SHANKS & 3/8" DIA. HEADS m E� W'T\a W AT.10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL 2nd ChoiceN.A. N.A. SHALL BE BEYOND WALL DRESSING N.A. Windows: L UIC1 COUNTY +40/-50 MI WINDOWS 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR ALL INSTALLATION USE ONS WITH ALL RL 17676.1 R9 1st Choice Single Hu (fin) ANCHOR WITH MIN, 1?b" EMBED. TO ALL FACTORY DESIGNATIONS WRH ALL �, 3540 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS $ — I �� +40/-50 MI WINDOWS Single Hung (flange) OF SUFFICIENT AT TH. TO PROVIDE HROUGH Dx BUCK USE #6 WOOD SEW8" MIN. EMBED. O WOODOF BUCK. FL 17676.8 IRS 3 (ILYFr_ +50.0/-50.0 MI WINDOWS 3540 SERIES SUFFIEW LENGTH TO ACHIEVE I%- INCH MINIMUM EMBEDMENT FL18644.3 R3 vi Picture window IN WOOD. SUBSTRATE. Mullions: L— fvt1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE FL 18504.1 9 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVER ILA 9 Z LO NI-1926 Horizontal MINIMUM W EDGE DISTANCE EMBEDMENT WITH 1" MINIMUM EMBEDMENT WrrH 1" MINIMUM FL 15SO4.2 2 •• 0)-4 Fixed Glass: g > M N 3 1st Choice US B 0 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR g +50.0/-50.0WIN WS 625 WITH MIN. 1?4" EMBED. TO ALL FACTORY DESIGNATIONS FL18644.3 R-3 -9 • ••� �,� M ¢ a WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD mFla • F+"�l W 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 3rd Choice 5/8" MIN. EMBED. INTO WOOD BUCK. Is J m (n (n , Soffit: VI Model Name / Number: 1st Choice 1 +55.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" O.C. IN FL16503.4 R-3 RECTION OF SOFFIT LENGTH 2265 Hurricane Panels: 2a^ Gan Z VPlan Issue Date: 46 PSF EXT HURRICANE STORM Galvanized DIRECT MOUNT. TOP'/n"-20 MALE PANELMATE W/ FL16293.1 gg 1st Choice / PANEL MFC INC. WINGNUTS AT 12*" O.C. BOTTOM 1/4"-20 SIDEWALK Thursday, September 3, 2020 46 PS INT. Steel 7F 1 g KA PROJECT NUMBER: BOLT w/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their 20-626$ use in the structure. (Architect or Engineer of record) , Name: Carl A. Brown Certification Number: A. # 56126 o Sheet: Of: Name: TODD M. BORN Certification Number: FI. # 82126 S-5 Name: Luis Pablo Torres Certification Number: FI. # 87864 MATERIAL 3 REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER WEATHER RI=sIsrlvE I FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH .• RESISTIVE BARRIER& GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING _ TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with aweather-resistant exterior wall envelope. The exterior WEATHER /-RESISITIVE WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4. A Water -resistive barrier Is described as a material behind an exterior wall covering that is intended to resist liquid water that has penetrated behind the exterior BARRIER ! EXTERIOR WOOD FRAME CONSTR. SLOPE Covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or SHEATHING SELF -ADHERED FLASHING BY LAPPING DOWN 3/4"-1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER 0.3 in : 12.0 in SELF -ADHERED FLASHING assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive Y PP P Po P g 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 t0, veneers, siding, exterior insulation and finish systems, _ WALL BY 61N. UP JAMB 6". USE LIQUID NAIL BRAND CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. OR EQUAL WEATHER PROOF R703.2 Water -resistive barrier. One layer of No, 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such Ll WEATHER SELF°ADHERED FLASHING EXTERIOR RESISTIVE CEMT. FIN. f TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2Inches BARRIER 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 SEAL TOPS OF JOISTS shall be continuous to the top walls and terminated at and building appendages In a manner to meet the UNDER DECKING SUBFLoOR wall Section R7 requirements � the exterior wall envelope as described In Section R703.1. (SEE DETAIL WP07) - SELF -ADHERED FLASHING R703.7.3 Water -resistive barrier: shall be Installed as required In Section R703.2.and, where applied over wood -based WIRE LATH Detail Instructions sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of HEAD FLASHING TIE-IN INSTRUXTIONS: RIM JOIST Grade D paper. The individual layers shall be Installed independently such that each layer provides a separate t. cut, fold up s temporarily secure weather Refer to the number marked as ® in each detail that corresponds to the continuous plane and any flashing (Installed in accordance with Section R703.4) intended to drain to the water -resistive resistive barrier above header to ellow for flashing installation BUILDING numbered items in the list of instructions below: barrier Is directed between the layers. 2. Self -adhered flashing plus head flashing underweather. resistive barrier ,) 1 PAPER 1. Install self -adhered flashing in order as shown by numbers Exception: Where the water -resistive barrier that is applied over wootFbased sheathing has a water resistance equal to 3. Fold weather resistive barrier back over head flashing and seal with tape 2 2 O 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper or greater than that of 60-minute Grade D paper and is separated from the stucco by an Intervening, substantially 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 he 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. Sel"Ithered membranes Scale: NTs SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW W P01 SELF -ADHERED FLASHING IWPO2 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W P03 SCorring Cuts used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK- SECTION A 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint g adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1281, AAMA 31.2, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing In exterlor walls shall comply with AAMA 714. The flashing shall extend to the EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: EXTERIOR SHEATHING �♦ 3/4"-1"BEAD OF CONSTR. ADHESIVE TO APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB &HEAD ADHESIVE ASPHALT 6. Fold as Shown by arrows 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the ADHESIVE 7. Angle of corner may Var , adjust folding of the flashing accordingly to fit vary, g y y J g g g y F THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW (SEE DETAIL WP01) tight to corner Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings LETTER ON CHEMICAL OR EQUAL WEATHER PROOF CAULKING SCORED 8. Mechanically fasten as necessary shall be Installed in accordance with one or more of the following: COMPATIBILITY RELEASE PAPER 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed In the SELF -ADHERED FLASHING, v • (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where SELF -ADHERED EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE flashing Instructions or details are not provided, pan flashing shall be Installed at the sill of exterior window and FLASHING VERTICALLY FROM ADHESIVEAS SHOWN) door openings. Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the BOTTOM OF exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall THRESHOLD MECHANICALLY FASTEN AS Incorporate flashing or protection at the head and sides. 3 SECTIONTAI NECESSARY IN CORNERS THROUGH 1.2. In accordance with the flashing design or method of a registered design professional. (SEE DETAIL WP02) SELF -ADHERED FLASHING L3. In accordance With other approved methods. SELF -ADHERED 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 260, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FLASHING Z 2. At the Intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both SELF -ADHERED FLASHING 5 sides under stucco copings. NAILING FLANGE 1 O 4 3. Under and at the ends of masonry, wood or metal copings and sills. DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS UNDER DECKING g 6 4. Continuously above all projecting wood trim. BOTTOM NAILING FLANGE $ (SEE DETAIL WP07) 7 S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wooddrame construction. Y 6. At wall and roof intersections. SELF -ADHERED FLASHING W PO4 SELF -ADHERED FLASHINGSELF-ADHERED IWP`05 FLASHING INSIDE CORNER (� W PO V 7. At built-in gutters. HALF ROUND WINDOW EXTERIOR DOOR WITH DECK x SELF -ADHERED FLASHING DECK PROTECTOR' _ SHEATHING 7/8"Cement Plaster 7/8" Cement Plaster in accordance with in accordance with AS7MC926 ASTMC926 SELF -ADHERED FLASHING PATCH , .F Felt backed metal Felt backed metal lathe In accordance lathe in accordance SELF -ADHERED FLASHING with ASTMC1063 with ASTMC1063 DECK PROTECTOR k n Building Paper Building Paper � 7/16" O.S.B. ', 7l16" O.S.B. sheathing sheathing 9 SINGLE DOUBLE JOIST:; ' Metal - Keep top edge JOIST 6 SELF -ADHERED FLASHING t ,: , Flashing Of Weep screed below top of !% SELF -ADHERED FLASHING 2 3 1/2" Unerforated block b l p 3"MIN 4 Flange 7/8" -. Vulcumcauk Weep Screed bottom O 5 joint only Maintain Metal Flashing Bottom of 3-1/2" Unperforated SELF -ADHERED FLASHING W P07 SELF -ADHERED FLASHING /x� W P 0 APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 Wee Screed p 1 1/2" t0 2" Flange 7/8" Weep Screed \HO.8362x;DECK JOIST OUTSIDE CORNER V INSTALLATION OF THE BUCK/RECEPTOR. Above Roof 1/2" Cementitious Sheathing Decorative Finish o • • o, All inside and outside corner will ••••�' EXTERIOR WINDOW UNIT need to be miter CEMT. FIN. Cement Plasterbutt cut and caulked all joints BUILDING PAPER SLOPE SLOPE in accordance ° ° ', becaulkedn singe SLOPE with ASTMC926 Vulcum caulk for all SLOPE 0.3 in: 12.0 in in : 12.0 in (0.6 Cm : 30.5 cm) 0.3 in : 12.0 in (0.6 cm: 30.5 cm) over wood 2nd floor (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING `-""-- EXTERIOR CEMT. FIN. BUILDING PAPER ... WIRE LATH 1/2" Cement IV V SELF -ADHERED FLASHING Plaster Finish Block WIRE LATH 2 1/2" Perforated o, Flange 1/2' Weep BUILDING PAPER Cement o, Screed BUILDING PAPER Plaster over block 1st floor EXTERIOR WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL 3 3 O Note: The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING SELF -ADHERED FINISH WINDOWSILL WP ED FLASHING CEMTFFINFINISH PARAPET WALL W P 12 the Weep screed. SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD to `♦`♦qq0 qj��f� °NSF vG 91a6A/. illi,09,• F L F I "sue * i p O 04 N $i 01�W iAllo ., M to to W l0 to W � Sgga a `ti CN H 8xa ON �m JuJ JJu LL LL LL ffi� �6m9e5 "By Bm45iy"a J �AN{m aWteJ 6F'. 13 0' da Wa r 3�-6, Z- O Z1� ,5 IQ9NV. W 0Om, RDO GO A 2 R a s 8s O Z �o You o WYM.FDSENG.COM� U W Z o Z Z n a 3 � N a - c Z N co J - 1 vJ ram .. V 0 wWa C UJNE F =� off= o e^U In vs FLORWAPONTWTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32M PORT ST. LUCIE IVI Job Information: (, r_ 0 � L U 1i LO � m N CN 3 E 0JWZ J m � 0 1 ♦ 1 Model Name / Number: 1 I♦ I Plan Issue Date: Thursday, September 3, 2020 KA PROJECT NUMBER: 20-6268 Sheet: W P Of: WATER PROOF DETAILS 25 SH BEDROOM 4 8 -0" CI G 85 10x6 1wcd 512 bath duct to roof cap w/ standard 7 cfm bath fan wm0 U 42X42 A/C SLAB z a BY BLDR MIN U � 2' FROM WALL HOSE, BIB 5" bath duct to roof cop w/ standard 70 cfm bath fan DBL 25 SH -NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 3.0 TON V 18x13 ple platfc bldr E 5" bath duct to roof cap w/ standard 70 cfm bath fan 5" bath duct to roof cap w/ standard 70 cfm bath fan —light scale :1/4 =-I u FLOOR FLAN SCALE, 1 4" = V-O" ELEVATIONS "A' & "B" Must have a ,minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. F - s s O U 0 o O O L Q s � � m Z 0 w w ry F_ d REVIE ED FOR CODE CO PLIANCE LJJ ST. LUCI ` NTX Z 13G W - ®Uj Cu 2: ®3: o 0 Ln m CV F W COPY Q�v CZ N .. C\I 0 1 }- (� Cb M LLB .. Z AREA CALCULATIONS 1st FLOOR 2277 S.F. o z Q J o m 0 D w Q 3: Q Q� TOTAL LIVING (AC) 2277 S.F. m m _j 0 c) GARAGE 617 S.F. COVERED ENTRY (BASE) 176 S.F. COVERED PATIO/LANAI 186 S.F. Rating TOTAL AREA UNDER ROOF 3256 S.F.