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Home My WebLink AboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN C INDEX Off°"I 'A INGS IA �- R318.1 CAST IN PLACE CONCRETE CODE. CRITERIA SHT NO: TITLE. - TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, 3000 S CO S D BEAMS A SLUMP OF 5" BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202 , REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY: THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) P I ( LUMN AN )' PLUS OR MINUS 1% AND HAVE 2 TO 59 R ENTRAfNME T, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS F ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROU D CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTHO 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 L13S OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRECAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 7P14,NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34.43 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 REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION 'BOR-A-COR" B PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST E ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. USING ADDITIONAL CROSS -REINFORCING TIED TO F00TI G REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE M. EDITION (2017) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL- 2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL SHALL CONFOMTI OEQUREMENT EXTERIOR COVERING MASONRY WALL CONST. AAND PPLICOBNEINACCORDANCE WITH THE OF ALLITH THEDFOLLOWING WHERE (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. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM 090-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (fm = 1500 PSI) 2, MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C27012A. ' 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH MAXIMUM AGGREGATE SIZE OF3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACH EMENT LATH EXTERIOR LATH ATHAT; CHEM SHALL BE OF CORROSION RESISTANT MATERIALS EXPANDED METAL OR OF 3000 PSI SLUMP 8" TO 11".CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4• GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE'. HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 10FT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2"CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF ROOF TRUSSES ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR I -JOIST** * LL/360 II LL/360 LL/360 LL/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMENTS: Y"_9� WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2" LONG. 11 GAGE NAILS HAVING A 7/16" HEAD, OR 7/B" LONc 16 GAGE STAPLES SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY AND HORIZONTALLY (REF. 201.7 FRC R703.7.1). *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" **s TL MAX 1/2". R703.7.2 PLASTER. PLASTERING 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. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL, TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR 17) DAYS. PER CODE ACI 318-14. 11, CONSOLIDATE AND. RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. GENERAL ROOF LOADING R 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 WOODBASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE 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. ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO I" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 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 45 55 R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME • CONSTRUCTION. AT WALLAND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS. 4.. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS, 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F.V5 LAYUP 1.7E FIb=2400 PSI MIN. 9 LAN NOTE FOR ADDITIONAWALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF ODD GC/GDL ROOF, WALL, OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH RUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 10R 15/32" RATED OSB EXPOSURE 1 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NON -CONCURRENT) 20 50 10 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) ICOMMMENTS: A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL ED 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS o 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS SA DETAILS S-5 PRODUCT INFO SHEET a I WP WATERPROOFING DETAILS M-1 HVAC N N v v 0 L E �� •'G N ,r B j Iv gTg6A C'i•, o = •aA "�-1 U 1 i10 . i v � ro I� 0 m v a c E a m Is s gg Qp a a NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFI TOP CHORD DL 10 (PSF) p B m`*€ i BOTTOM CHORD LL 0 (PSF). SEE FLOOR PLAN FOR ACTUAL PRESSURES 1. a= W PRE ENGINEERED WOOD TRUSSES g � Is a W BOTTOM CHORD DL 5 (PSF) 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER. S o STRUCTURAL PLAN IL 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING @2 s e g III � � m� m � -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. aE Z Y❑ a a 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%).TO GAME ROOM 80 (PSF) COMMENTS: g S a WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) 2 o a 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) , W 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) § 6,6 wnm.wservc.cw Q ❑ ❑ THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. w - 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLAT CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES m READING ROOMS 60 (PSF) CJ •_- 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED Y THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) � Z SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEM13ER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, m Z o0 0 AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR. ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL 0 HAND RAILS (d) 200 (PSF) Z d 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) ryg ¢ S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING '40 (PSF) y SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM -so (PSF) rL STAIRS 40 (PSF) UPLIFT CONNECTORS FOOTNOTES 0 m Ill 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 c y THE TOP. TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f, BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A '� M p MORE INFO Q 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 i SQ. FT. v a ' U - m FIELD REPAIR NOTES GENERAL NOTES: UF � BUILDER NOTICE:15 0 to n 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. It is the Intent of Designer/Engineer Ilstedin the tltleblockof these ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed m PLAN FOR EMBEDMENT DEPTH AT BOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to U 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to c 0? M 1 o Q 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 c+l 0 ao INSTRUCTIONS, ASSURE 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 pdorto DAM Ei0 B`3 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. KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the o TO FOOTING). 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 2'A" TITENS TO CONSTRUCTION SITE INCLUDING. BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality v FLORIDA CONTRACTORS LICENSE NO. CRC1330146 MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS RESPONSIBLE FOR INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE MOLDFUNGUSFIRETHEFTVANDALISMGRAINY OTHER v . (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS Assurance Manager immediately. No backcharges will be considered „ 3000 GULFBREEZE PARKWAY MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM14 W/ (4) 1/4".x 1 112" SIDS SCREWS AND (5) 1/4' x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE; CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, , , , , , TRESPASS, R for reimbursement by the Designer/Engineer without advanced m PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE 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 Payments will be made In accordance to the terms of the agreement € MISSED, CONTACT THE FOR FOR SUBSTITUTION.. DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OFF CODE SECTIONS. PORT ST. LUCI E 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. V I Job Information: 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN Sllu(PSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE. MISSED UNDER GIRDER JAMB STUD LOCATIONS. o MASTER REVISIONS pt\D N .T I DATE DESCRIPTION m ES LO 0) DAMS HOMUj o � m Of Northwest Florida® g M 6 F-`SUm co 0 J Lu ZDLO o U)J m U) (n w V1 Model Name /Number: 3000 GULFBREEZE PARKWAY GULFBREEZC9 FLOR A 32563 L012 -n�zs 2000 VPlan Issue Date: REVIEWED .2 Tuesday, December 15, 2020 CODE COMPLIANCE d V MPROJECTNUMBER: MOE)EL 2000ST. LUCIE COUNTY 0 20-8246 BOCC. , a 11, I29 Sheet: Of ,L Y FILE clopy COVER SHEET 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 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-)VALUE DENOTES SUCTION DIAGRAM AREA ® O (+) 27.6 (+) 27.6 10 1-) 29.9 1-) 37.0 20 (+) 26.5 (+) 26.5 (-) 28.8 0 34.4 O01 zi 50 (+) 24.8 (+) 24.8 I (-) 27.1 (-) 31.1 aF YYY (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS SOFFIT 9'-O" x 7'-0" 16'-0" x 7'-O" (-) 51.3 (+) 24.3 (+) 23.3 1-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END 70NE 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 140MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND• 3OURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 3s's" 160 MPH OPENING PRESSURES 20'-6" Id 14'-6„ 10'-0" ENCLOSED - EXPOSURE B C0r �� %� +27.6 / -29.9 +27.8 / 37.0 w ©. +26.5 / -28.8 O +26.5 /-34.4 ---------"�------------� C6TYP, BM3 BM3 O +24.8/47.1 O +24.8/-31.1 i +24.3 / -27.5 !� +23.3 / -26.0 COVERED PATIO BMS 20'-0"x 10'-0" M5 °�.� _ NOTE: 1. WIND SPEED LISTED ABOVE IS AN"ULTIMATE"WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE'ALLOABL. °. PRESSURES WALL LEGEND a _oc?i I Ili rn s o ,.,. 9, 4. 5._D„ 7'4" 7'-0" 5.4" VERIFY LOCATION a _ 1 ' n.. •x,-, . F FRAMED WALL o o (A) W/ BUILDER BEARING FRAML- WALL DEL 25 SH 25 SH 25 SH 25 SH Y o 2868 EGRESS ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING EGRESS Id 2'-0" ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR HOSE BIBB 24%6" 14'-2" STUD SPACING AND GRADE. s NOOK MASTER MASONRY WALL VAULT CLG. 00 DEDRw 'VAULT CEILING o nnnaa TO ---�- --- -----G.T_ ------ — - — - — - ------- ---.---- " Q c `°4QP° N.S ------------------------------------ - - ------ --- a* GENERAL NOTES e o R 16'B^-1D" W c R r - t 1, R302.6.1 Door from garage Into house must be a Y 3:12 o t % * E Ca GREAT +�---- minimum 1 3/8° solid wood door, solid or�� 3 VAULT CLG. I. I G , m SLOPE honeycomb steel door, or 20 Minute fire rated door. o •. L _ I 3'.6" JL 2. Bathroom exhaust fans must vent to the exterior of 1 A O the building, exhaust to attic space and soffits is not a 36" FLAT BAR z Cn -�D ' `r%j N acceptable, Ventilation shall be permitted to exit through bo TOP ON 34Jh" N g ; the soffit If solid soffit Is Installed 5'-0" on each side of a N WALL W/ 12" m o ' w the venting. 8 4) 7 O.H. 3 1- o ' 3. R302.6 The garage shall be separated from the B residence and it's attic by not lees than 1/2-inch 2 (12.7mm) gypsum board applied to the garage side. yS' z 1 Garage beneath rooms shall be separated from all habitable by less than 5/8 inch M -.�,_-. rooms above not c° 7-1! 9'-9" m ; '.. ' R/SH 3065 (-15.9mm) type X gypsum board or equivalent. Where E 1 KITCHEN , _ _ _ _ _ _ _ - - - ' R the separation Is a floorcelling assembly, the §tructure supporting the separation shall also m v 10'-0"FLAT CLG. I m Protected by not less than 1/2 inch (12.7mm) X p a 00 I gypsum board or equivalent. g to VAULT ,hI'r I 4! P1312.2.1 Window sills In dwelling units, where the _ S E U Lo WS ,, ° C-1 -----' m r v r v I Opening of an operable window Is located more than �2 : s l 0 ti w z -I S•2- - VAULT I Inches (1.829mm) above the finished grade or 1� .1 R/SH Surface below, the lowest part of the clear opening Of the window shall be a minimum of 24 Inches gI m F! a a $ a - ,. I (i310 mm) above the flnlshed floor of the room In ,o LL ,� w g - $ >P F3 =$ -8 m °' 12 2 5' 5" 10' 11' 2'-0 " 4'-0' 4'-2" Glazing Which the window is located. Glaa between the floor and 24 inches (610 mm) shall be fixed or have e Y i= 2 P � M - 1$ 8 o 1 F BEDROOM 4/STUDY 00 °P Openings through which a 4-Inch-diameter (102 mm) °e g W g m" m m _ r: VAULT CEILING DOOR, PER ACCESSIBILITY — — — -' 2868 Sphere Cannot pass. 51 R308.4.2 2'-0" doors In r g a F ? d a ti®g O 08 wrn u0m in CODE - -,- q All windows within of and s z j _ Y 1 3 -6" N " Shower or tub erects will be Safety tampered glass. y g _ ti NIN � I zo 6, Ceiling for exterior entries and covered porches to ~ n vwnvwsrrve.corr ❑ ❑ O In 10'-0 FLAT CLG. 1.9 I have 7/16". span rated OSB nailed.per zone on(n roof diagram nailing schedule or 5/8" COX y z ,p N IX T&G acceptable for substitution. g A O c4 w m n 5'-10" 4'-4" 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) Q QQ m Insulated level o- M. B F w shall be weetherstripped and to a equivalent to the insulation on the surrounding C — n VAULT ?9 PROVIDE PLATFORM. v o surfaces. z N to m m °v 2668 _ R S / _ - - - - - _- u � in FOR HVAC UNIT VERIFY SIZE W/ o: a to tp o 8, n Note: noted otherwise) Provided r Laundry ote ( ) rya o° - 0 a) (� t� � m ti iv - MFGR vent thru roof max. Igt. 35'-0", washer & dryer units S �, R/S (washer unit to be always on left side when facing 2868 E JL 3 X 4 F.G. units) hanson fox 0 36" aff t 0 w in 9. Ceilings for covered to be v t!) c y in m oo cSHWR �Q 0 exterior entries and porches 7/16" OSS on underside of roof trusses shall be �. 0 "s 1 = 0 cr�2 N ^• <t N mEo: '-2" 3'-6" attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached wl 8d o; V = N E - -_-_-- nails at 6" O.C. feld and 4" O.C...at edges or 7d screw 3" O.C. field and 4" edges. Vinyl ceiling to be �' � " , --- --- HANSON BOX I I I; ' ® 36" AFF shank attaches to OSB per manufacturer specifications v "raj , , , , W NOTE: BUILDER TO PROVIDE '� N rn Y i' ;i W.H. _ LAUN APPLIANCE PROTECTION IF 'o N '1 cs BEDROOM 2 5p ,_____,' in 1 a REQUIRED BY MUNICIPALITY. SEE SHEET 4 FOR DETAILS •O ,�,�DAMS HOMES w VAULT CEILING Lo I I c O i D i 1 1 DRYER VENT THRU ROOF v FLORIDA CONTRACTORS LICENSE NO. CRC1330146 MR 2868 ----- MAXLGT35'' I i 3000 GULFBREEZE PARKWAY 12'_2„ 7,.8" 7,9„ 21.-3" 1 = n GULFBREEZE,FLORIDA 32563 v DIVISION LOCATION: FOYER 2668 ATTIC ACCESS PORT ST. LUCIE VAULT CLG. LOCATE IN FIELD ~ Z p1 0 0 o BW2 22" X 36' MIN n ra ( ♦ Job Information: I I (-- - - g• 7^' 31 7" WF39 €n 53 I I �I— G.T. ---- -' a 8 HIL VAULT CLG 3068 ' OP -` GRE S w/ TRA S V. 6'-10" 1'-9". 4'•1" PER ELEVATION 4 I I N O R 3 N Wss2 Msi3 N 3 CAR GARAGE a N 2668 wF4z 8' CEILING I I "Z "-i 2668cn 4 v !LU Ln ° rn 1 BFJtM N I c r aD ro ao VJF38 ' .------7----------------, _� ` I"-' .y �.,/ 00 a S3 - -- - - - --- - - `--------- L 6'4" i 1 I 29'-8" n Loi J cc L N BEDROOM 3 � � I , ♦ Model Name Number: / ti 8' 0" CEILING , c 2000 1 1 , I N AREA CALCULATIONS ♦ Plan Issue Date: S1 $22 HOSE $ Tuesday, December 15, 2020 ® 0 S2 1st FLOOR 2004 S.F. ♦ KA PROJECT NUMBER: H EGRESS EGRESS 8' 4 7' OVERHEAD DOOR TOTAL LIVING (AC) 2004 S.F. C Y 20-8246 T 16'X OVERHEAD DOOR T 25 SH 25 SH 5'-6" 1'•8" 51•6" 1'-10" 16'-0" 1%10" " 8;-W 'd„ FLOOR PLAN GARAGE 754S.F. Sheet: 2 Of: f" COVERED ENTRY (BASE) 45 S.F. �i 1'-0" 6,_4„ 19,-8,1 10,-0,,: SCALE: 1/4" = COVERED PATIO/LANAI 200 S.F. ELEVATION rrCiRrr FLOOR PLAN TOTAL AREA ROOF UNDER 3003S.F. ci LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,004 x 3 = 6012 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 300 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,562 SUBTRACT 100 % OF FIRST 10,000 10,000 A= 24,562 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000EACH A/C ( AUXILIARY HEAT STRIP) 10,000EACH B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS 0 10D% = 10,000 + 40% OF "A" = (.40 x 24,562) =. -9,825 + 100% OF "B" = (20,000) = 20.000 TOTAL WATTAGE = 39,825 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 166 ASSUMED EDGE OF WALL 4 in 2x6 WALL (FLOOR TO CEILING) 2.$. USE 2 RED HEADS TO ANCHOR WALL IFM24.1 IALTE R NATIVE PROTECTION BARRIERS N.T.S.1 - = - — ---- - — - — ---� ' INSTALL FAN ' C� SOX PREWIRE , r , I GFI PROVIDE DISCONNECT AND GFI/WP OUTLET PER -CODE FOR A/C COMP. rr HOSE BIBB ' INSTALL FAN BOX PREWIRE ' \ OR FOR D/W I , I FAN �GFlyI,I — QREWIRE / L/6�1 OF \ \, �22 O \\ ' FOR HOOD 11 GFl \ z O F� , OF I I I , I ` I I , GFI u. 1 GFl .INSTALL FAN' BOX PREWIRE ' \ FI ° I INSTALL FAN ° I ` BOX PREWIRE I \ O i ° O I CHIMES � � I \ ' I I , O I 20 I " 220 INSTALL FAN OF M BOX PREWIRE jl'.1 - �'° 42" z 1 \ GFI (- ---� a D i w V \ I 220 / ,LL °Yf� I I \`\\ •� LLY ///�� I \ 'ATfICECECTF2IQ `\IFREQ'DBYCPDE GM OR OR 0 42" / / I FOR GARAGE FOR GARAGE DOOR OPENER DOOR OPENER ,_______________________, , INSTALL FANS' WP ' BOX PREWIRE h.1 GFI I GFI 0 42" I dt I I I , I i BIBB 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 FBCR, ELECTRICAL CHAPTER34 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 AFCS (ARC FAULT INTERRUPTERS) COMBINQON TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBC-R 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 B' IF THE OUTSIDE EDGE OFA 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 E3902.8 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 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TORE 100% CFL BULBS ELECTRICAL LEGEND SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOODLIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE n Ll n U n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE a CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT to LU DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT L=) 220 VOLT OUTLET t7— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL TV T.V. CABLE OUTLET DISCONNECT SWITCH TELEPHONE CABLE OUTLET 5P PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX WATER PROOF RECESSED LIGHTING) / THERMOSTAT O BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 2/D COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN ISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER E # B COPPER TO RANGE INTERSYSTEM) 0 a TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 0' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO, ELECTRICAL PLAN coo.. cj�_�°�w LI SCALE:1/4" = 1'-0„ ST. L U CE w J ELEVATION "CR" BOCC ! w p UE a V — cmv E E w = a " ( a := Nevi �2I,p55 g 0 or N o o " .. dm ®- DAMS IHOMB i FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: b `} r LL i Or { z � i W O 0 ` d CON O CO Q c O ti z 00 V Model Name /Number: 2000 u 2V F Plan Issue Date: gd Tuesday, December 15, 2020 aV1 KA PROJECT NUMBER: 2"246 o beet: w Of /i-�" C P ELECTRICAL PLAN TOP( 11110111111 )P gF BLOCK KIUN I CLr-VHI IVIV SCALE: 1/4"=1'-0" 48' OFF FUDGE VENT 48' OFF RIDGE VENT VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = not sq inches of venting needed equally for intake and exhaust ioffi£product provides �— 4.12net sq in/sf S.F. of Area to be vented (SF) 3003 s.f. Total needed forexhaustfor upper 1/3 721 net sq inches Total needed for intake. (soffit area, lower) 721 net sq inches Number of Off Ridge Vents for upper 1/3 needed 5 L:F. of. Ridge Vent needed (can be used in combo with ORV) 40 Tnp nP RI ncK ivr yr ow�.n _ _ - _ _ — _ _ — _ — TOPOFWINDOW TO SMOOTH RAISE CEMENTITIOUS BANDS w/ 2'-0" RETURNS ... o o LITE TEXTURED DECORATIVE Bo oo CEMENTITIOUS COATING °p m 2' 0„ 25 SH 25 SH FIN. FLR. CEMENII IIUU5 GUAIINU UUVK bI Tit NwT VAKY REFER TO SPECIFICATIONS REAR ELEVATION SCALE: 1/4"=1'-0" )K BRG_0 ENTRY 'OP OF OPENING _ O Bo D io 3LOCK - " RAISED BAND T.O.W. --E 25 SH 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 3068 w/ 16" TRANS.ABOVE LEFE ELEVATION SCALE: 1/4"=1'-0" 12 "RAISED BAN DECO STONE VENEER 16'x7' 32PANEL S'x7' 16 PANEL TYP. PLACES SHOWN OVERHEAD DR. OVERHEAD DR. ER NT ELEVATION "CR" SCALE: 1/4 =V-0" h v v d S j C E ®� 0 0 f,Qe S1O��++`` °PjalalW►t? a a E ¢wgm F Mro � 2��e •Q•'�Q �m xJr. Jx Ci V `� N OI LL LL �m Nor ®` A LQ w EfrO 0_s� 2 o � - RE p- � 2Fg� 's 3 v S LL0 pi o� m d www.rosENG.'com ❑ ❑ Cl m � w (9 Lo 7 in o S z g o � Z N ra N d 3 a a to c LO z N R. DECO STONE VENEER gyp. TYP. PLACES SHOWN E LJ — O v UF c � uF ifs U —3 c� E is OD � +11 ad jz IIOD V_ o�o Q N OO M Y ¢ 9 ® DA=SHOMI CFtC1330146 FLORIDA CONTRACTORS LICENSE N0. 3000 QULFBREEZE PARKWAY v GULFBREEZE, FLORIDA 32563 € DIVISION LOCATION: PORT ST. LUCIE VI Job Information: TOP OF BLOCK LO N m ` 1 O V c° a LO o W u7 L > (h O 1. FLR. ai m 'A c-I i J G) GO a- ~ �_j - Ll l GO o L ® LO Model Name / Number: 2000 ei Plan Issue Date: Tuesday, December 15, 2020 v VI KA PROJECT NUMBER: 20-8246 REVIEWED FOR Sheet: G Of: CODE C0rvjPL.`AaN� ST. LUCK COUNTY 4 ELEVATIONS - CR SEE DE G.C. TO PR BLOCKING W/ APA RE FOR SPAN I 7/16" OSS SEE "HIP/F BLOCKING' * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP CTIONS 20'-0" MAX 20'-0" MAX TB03 Q EQ w _ O CONTINUOUS BOTTOM CHORD 7 BRACING 2 X 4 MIN. SEE DETAIL TB04— — — "X" BRACE SEE o )VIDE. DETAIL TB01 -v "0 COMPLY _ X)MENDATIONS _ o IATING OF _ _ — IDLE DETAIL Q � Q � u QrG Z. LIJ Q m V a O e4 V JEQ TOP & BOTTOM CHORD GABLE END BRACING @ J 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENOINEERING 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. TBOS REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS 4 Fr. 2 _________________________ O I 4 Fr. I l'' 3, 1 i------------------------------------------------- 5 FI;. 4 FT. O 5 F ,. 4 FT. O 1 � I Y ___________________________ _--__-_____- I 1 I � I �♦ ` 2' 1 _ I � 4 Fr. O O- fr O ROOF NAILING ZONE DIAGRAM O NAILATBASE 2ROWS @4°O.C.W/8dCOMMON NAIL ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS @ 4" D.C. W/8d COMMON NAIL NAILING ZONES (SHINGLE. AND TILE) NAIL OPENING PERIMETER @ W O.C. W/8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O O EDGE AND 6" O.0 IN FIELD SHANK NAILS 3" O.C. N NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 2: Sd RING @ ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4' O.C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W18d COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING 70 HEADER NOTE: W/ 8d COMMON NAILS @ 4" O.C. 7/16' OSB MIN. (SHINGLES) SPAN RATED 24116 © (2) Sd NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1)15/32" OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN :131" X 21/2" DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGE$ WILL NEED TO BE ATTACHED TO MORE THAN 1/8". ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ STUD AND OR BLOCKING AT ALL EDGES, A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 13/4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. TOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32"OSB (2)-2XTOPPLATE 15/32"OSB BEYOND EXPOSURE i EXPOSURE 1 SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2X RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM . SHEATHING VERTICAL 112" -- - I--1L--,—`-- I II 11 II II 1( SOLID Zx I I I( II II BLOCKING @ ALL w III II II' II II I SHEATHING U) III III II II II. I EDGES (SEE III C III 11. II I SECTIONX-X) N— III III II OPENING II II I — — — — II II II II II Itl II It w I II I I II 2x STUDS I I I I I I I I I I BEYOND. w IIII II If I II ll II it I SEE PLAN oy IIII IIII I I II I I I 11 I I I I I 11 '.I I II II II II I � 3 I � T `-- HORIZONTAL. WALL ELEVATION ELEVATION DIAGRAM "S" = NAIL SPACING �— 2,4 P.T. BASE PLATE BEYOND SEE PLAN Iy� z W LL = a0�a 0 H O 15 MI N LU NWT LL W LL AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/7/16" FLITCH PLATE TO W/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. ALTERNATING STAGGERED BLOCKING SECTION X-X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNERORKHEDULE FOR: ADAM HOME- 1D00 He CR SCF TRUSS10 SOURING POINT iflU55 ACIUAI UPLIR CONNECTOR ID [ONNECTCRi nmw& F45 f3 NOlri „, A{IM M6S, C1, 218,C1V, CT C3V C5,C5V, 11M E5 EI, E7V GOIS; GOSS HS M,HN L/R 325N less HETA36/PERTRUSS MFG"iTz4FIIUM (9)YQd%Q+IR AOT AS¢r00r-4W O01 002, , LL r," L/:R 930#Dx4lA'4 ;)" HETA16:/HHT/'15 Y9}-0xf181O1F' 191374xd-+I1' '19V 'N' yUz t Gd4 pP 29FS0 87p H➢ NXF , 3 .' .; Lf a 90A4w�ixTpY T1lGa{aBL,TRIK4MPg 194Qc. L, iFYlbd)F11 ({°M'NLOBS 015 fit, C49 a/R 3X@4NInf PER TR093iA1f,PERtk1A§MkS /w, e. AbH14. 1iRIF4iATar 1+)+„ I llltdl'N1M 7,OnGMF0.10Y, diakmdxa;-T/2 (18)Yd xiFY,/T ?}Of LjR`' dse4d4e 1+)/ {xIN15#+kY(i7g0'7+ d r 7§T0#1 t6Y0ML L441404Tih x1ry _T,i1u)4odx,4VlL- lR a33'Ixuuui ( Ut3m'ALG�%Y41`NErnu u3bsxb�4s6>ri. 13dI7�Pd1t/A1/% A . , Ii1,G L;j1L' 4zLAp}hF" .; 321HE1Aj'l,pfRmU#MW -` a3iirr" 1Y0)`L4dhdnll IIQBA IJR #9R7k4Y1"{F a)kTy12)RTA 7�4(04R4`r^ (Yd)LO&xS�} /134) 1A +F3 9d5S}R» MR. iv. �M4,4W4ENi@MGT&(@): }'5/TITFN RTGm ' . R62, �9StVb5 .cbBf, 2T1x011e$ ' yg411cp41#C6x/S4;' 1RUSSMPN,6ACTUPER: Li 1pOTRoRIGXT&M�-MNOIE§FAeliy<$;: BEARING LOCATIONS ARE REPERENEttA'gfi63 Mn){UPACH166RG181NYLKMNIN69.. ALL COR IO% ARE .SIMPSON #8000 DAU OF --`. T.,4,_,H '^ .DATEOF k'UT .,514/zPD11 " v TRUSS LAYOUT 11 CR11 SCALE: 1/4"=1'43' SIMPSON - CONNECTOR SCHEDULE LISP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR&FASTENERS SPF Sw CONNECTOR& FASTENERS SPF SYP TO HETA16 w/(9)l ad x 1.12"OR HTA16 W(10)10d x 110 OR OFRAME MASONRY HE7A20 w/(9110d x 110 1810 HTAW W (IO110d x 112' 1686 1870 O FRFAMMEE H2AA wl (10)8d NAIL6 us $65 RT7A W (10)Bd NAILS SIB 585 ETO FRAMETO HIQAw/(18)l0dx 110 1015 1040 RTIOAw/M10dx 1112' 895 1020 © FRAME H10A-2 w/(18)10dxi12"AT2 PLY TRU36E8 03p 1080 RTi &2 wf(18)10dx 111T AT2PLV TRUSSES 935 1p60 OFRAME i0 MT612 w/(14)100x172"(AT EXTERIOR MTN'12w/(14)10tlx112°(AT EXTERIOR 1005 1199 D FRAME LOCATDNINCLUDE W)iTd TOENAILS) � 990 LOCATION INCLUDE (312d TOENAILS) OFRAMETO MGTw/(22)10d NAILSAN05lB' AT.R.W/1TON, 8965 NAIL3AN A.T.R.vd 333D gg95 MASONRY EMBEOMENTw/SIMPSON"SET•EPDXY W&MUQmSvd(2811Dd 12" EMBEDMENT SIMPSON 'SET' EPDXY FRAME TO HT820 W(24)10d x 110 (AT EXTERKJR HIW20 wl(24)104x 11?(AT EXTERIOR 1630 F FRAME LOCATION INCLUDE(3)12d TOENAILS 1126 1310 LOCATION INCLUDE(3)12d TOENAILS 1286 FRAME TO (2) HTS20 WI48H0d x 110(AT EXTERIOR (2) HTW20W(48)l0d x 11Ir(AT EXTERIOR FRAME LOCATION INCLUDE(6)l 2d TOENAILS 2260 2820 LOCATION INCI.UGE(SIT 2d TOENAILS (EA) 237D 3060 HGT-2W(YBpOtl NAILSAND (2)5/8"AT.R HUOT2 w/118)1W NNLSAND(2)5/8'A.T.R c © FRAME TO w/1T EMBEDMENTWSIMPSON SET° 10690 WIT EMBEDMENTw/91MP90N"SET' 7020 9790 . MASONRY EPDXY (HOT-3 FOR 3-PLY) EPDXY(HUOTS FpR 3-PLV) � OFRAMETO FGTRW(18)iM' x3'8D3 WOOD 9CREW8 34W 4725 RFUS AS (12) WSS WOOD SCREWS AND 7100 a MASONRY AND(2)lWxTTmENHDANCHORBOLTS (4)31VX6•WEDGE-BOLT G (1) LOT2 W (16) l6d SINKERS QFRAME TO 8(7)1/4-x2-114-TITEN2 1750 W30 y MASONRY SEE NOTE AS BELOW)m ©2 FRAMETO MASONRY/ (2)LGT2W(32)16d SINKERS&(14) 1M"NTEN IF LY 3506M 4060-M (2)LUGT2w/(32)lWSINXER38(10) 99) 1M"x3'6d 3101 3100M M y FRAME OR (28) iB0 SINKERS FOR FRAME (EA) �� (26)1 FOR 5770f SINKERS FRAME OR (32) 180 SINKERS FOR FRAME (EA) 3801 4520.E J3 FRAMETO MASONRY/ (2)UOT3 w/(24) 110 x 7SDS SCREWS 8 (54T30-M 65]0.M (2) LUG73 W(24) VCR 21/Y'WS26 SCREWS & (2 RLME 6480-M 705M Y 6010F 6950-F 64W 7710-F O FRAME 2) l6 SINKERS F R FRAM (E OR (62)16d SINKERS FOR FRAME (EA) 1 SINKERSFO (EA)) OR (68) 1B4 SINKERS FOR FRAME (EA) � K O BEAM TO HU410 OPT HUC410 W (18)16d & (10)1Od GAnS0 HD410 OPT HD41011P W (YO) 1W A (101104 GAGGED y BEAM NAILS Ug1696 NAILS U#1960 VS HU4IDOPTHUC410w1fI8)TITEN GM4500 HD410CPTHD4101FW(20)1/4"x3" G#3355 E ©SEAMTO MASONRY 1/4'x23/4"&Il(rl0d NAILS U#1800 WEDGE-BOLT6(10)10d NAILS U050 TO HU40 OPT HU046 Wl (6)10d NAILS & 0#1640 30D00 HD40 OPT HU46 wl (6)10d NAILS 8 GOIR5 GdniS ©BEAM MASONRY/ (12)1/4' x 23M'TTEN(TO MAS) UMSMO U#1135 (12)lA'x23/4'TAPCONS(TOMAS,) UXIO30 UIM50 FRAME OR(12)16d 8(6) 10d(FOR FRAME) SURF SYP44 OR(12)18d&(8) 10d(FOR FRAME) SYP-F SYP-M (2) HETA160PT (2) HETAW 1020 1920 (2)HTA16 OPT IZI HTA20. 1970 OFMMETO 1-MY V4°OR' 1.PLV w/110)lIf MASONRY PLYvd0tlx112'OR 2365 24'LYw/(12)9Hd 2366 2FLV w/(12)16d )1 2430 LD HTSM16 W(S)l ad NAILS AND (4)lAFx2 1W 8E6 1110 HTWM/8w/(&)10d MILSAND(4)1N"xi SN" 1145 1225 TAPOONS WEDGE430LT OFRAMETO N MASONRY OF: HTSM20w/(10110d NAILS AND (4) 1AN21/4" 266 1110 OR M(10)10d NAILS AND 1411M'k1 We O TAPCONS WEDGE -BOLT 1145 1225 FRAME TO HIDS w/(8) Btl xl 1Y1" NAILS AND (2) 3M'M' 75D BID MASONRY TITAN HO FRAMETO DTTww1(S)I/4"xt 1ITSoSWOOD DTB-TT wl(8) 1W x112"WSiS WOOD G O W SCREWS AND (1) 1/7 S A.T.R. EPDXIED /&05 210 SCREWS AND (1) IJ2'8 A.T.R. EPOMI 1510 1M MASONRY SIMPSON "BET" ISEE NOTE 04 SIMPSON "SET' @EE NOTE ") FRAMETO HTT5.1 tm 18d x212" NAILS Mu (1) SAV B 'SET' HTT45 w/(n)1W x21/7 NAILS MD (1) 0 AT.R. EPDXIED w/ SIMPSON 4375 DfNO 5IST AT.R. EPDXIED wI SIMPSON SET' - 5005 MASONRY (SEE NOTE"BELOW) (SEE NOTE "SUM) FRAMETO HTT4 W (18) l8d x210 NAILS AND (1) 54C' 0. HTr4S w/ (18)18d a 1/2"NAILS AND (1) ® A.T.R. EPDXIED w/SIMPSON °SET' 3640 4235 500 A.T.R. EPDXIED W SIMPSON'9ET" - 410D MASONRY SEE NOTE"BELOW) SEE NOTE N4 BELOW O FRAME TO FRAME 2410tl x112"NAILS ( ) 7S5 010 LUGTI .1 Cal Bd xi lw MILS $75 1045 FRAMETO HMSKT w1(4) 111 1/2' SD9 WOOD RTl6M W IB)10d x 1 112" MILS & OFRAMETO MASONRY SCREWS &B)1/4"X11M' TAPCONS 780 780 (q)1M'x 19M'TAPCDN6 1985 . 1395 FMME TO VQT W (16)11 SIDS WOOD SCREWS & O MASONRY (1)518.0 A.T.R. EPDXIED w/SIMPSON SET' 3555 4940 W ITMIN. EMBEDMENT FRAME To (2) VGT W (32)1/4W' SDS WOOD SCREWS O MASONRY & (2) SWR A.T.R. EPDXIED W SIMPSON 0170 7185 SET"wi 1T MIN. EMBEDMENT VCT W (16)1/45CY 8DS WOOD SCREWS B O PRAMETO HDU4-SD52 1 10)1/4'x212"SOS WOOD 3e85 4565 MUGTI$W (Tl)100 NAIL38 HTT45W(18) - 4160 FRAME SCREWS&(I)VrOAT.R. 10d NAILS&(1)W8"SA.T.R. O FRAMETO (2) HT75 w/(52) 18d'A2112'NARSB (2)HTT45 W(52118d'x212"NAILS FNAME (1)5/8'0 A.T.R(SEE NOTE W 4075 5090 & III 5IA'B ATR.(REP NOTE WI 5005 ROOF CRITERIA -15" OVERHANG @ EAVES U.N.O. -12" OVERHANG @ GABLES U.N.O. -SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION SHINGLE LOADING 4. FORSINGLE PLY TRUSSES, SCAB ON FULL HEIGHTSYP#12"x4R fo TRUSS VERTICAL WEB w/(2) ROWS OF lad NI 3.O.C. STAGGERED. 5. 12'MIN. A.T.R. EMBEDMI CMU BOND BEAM U.N.O. S. SCAB TRUSS CHORDW4'-0'2x3YP#2(MATCH CHORD LUMBER §IZE)w/(2) ROWS 10d a 4"FROM END" D.C. V MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF FLOOR TRUSSES TO MASONRY WALL& UNTELS/ ICFWALLS UNO ON PLAN 2. CONNECTION AT 24" OR 32' O C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FS1218&t FOR MORE INFORMATION & CONNECTION FORALL HIP JACK(CORNER JACK) TO MASONRYWALLS11CF WALLSILINTELS 4. CONNECTION FORALL COMINUOUSRIM BOARD TO TOP OF MABONRYAT 31 O.0 MAX. W(2) AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT WrJI (IF APPLICABLE) LAYOUT 5. CONNECTALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALUBEAMS W (2)12d TONAILS OB MINIMAL CONNECTOR UNO ON FRAMING PLAN 1./CT MIME CTION FOR JACK TRUSS TO WOOD WALL OR BEAM ��./"AAINIMAL CONNECTOR UNO ON FRAMING PLAN ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. OR CONVENTIONAL FRAME ROOF. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. TILE ROOFING SYSTEM (SEE ARCH.) OVER MIN. 1/2" COX (4 PLY) PLYWOOD, 2.7HE 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 Bd NAILS AT 4" ON. CENTER AT ALL. EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMEINT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT. AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY, STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST C.M.U. OR ICF WALL SEE TYP. WALL SECTION 1x2 MIN. P.T. FASTEN TO C.M.U. W/ J. 1/2" LONG T-NAILS @2'-0" O.C. SECUREICHANNEL @ 12" O.C. ®R.C. SHALL VERIFY SOFRT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DET I 3 4" +—METAL DRIP EDGE —2 x SUB -FASCIA t—ALUM FASCIA —2x BLOCKING NAILED TO TOP CHORD OF EVERY OTHER TRUSS W/ \ (2)10d NAILS AS SHOWN `—CONT 2 x 4 NAILED TO BLOCKING W/ (2) 12d —CONTINUOUS SOFFIT Tuesday, December 15, 2020 F ♦ KA PROJECT NUMBER: 20-8246 Y Sheet: Of: K`R N O ^, 0 +` s4 TA, {� �S � ryo yL F O w FLQQ.: U44e11a13►�� z .J _ o Z 0 � . E Z ✓ a ((��Qo��JJ i N 4 a LO n Z N M Q) H 0 w � N c z av) V —NE as w t 0 DbO 6 x cn ® C IN o d N OtD FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 d DIVISION LOCATION: PORT ST. LUCIE 0 h ♦ Job Information: in N�Ly R) 0 c In w N i m � 0o Gi 0 J U m J 00 Q a ® J W z o LL N J m u)� OD N ♦ Model Name /Number. 2000 I 0 ♦ Plan Issue Date: I TRUSS LAYOUT C3 � LlLr� TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. sill IN SP4 W/(6) - 10d X 11/2 SP6 OR SP8 FOR 2: 6 AND 2xB WALLS ;k — d s � DOUBLE 2X TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. rNAILS EARING WALL HEARWALL FRAME WALL C.M.U. 2 SYP/SPF P.T. W/ /2': X S' 'J" BOLTS OR /2' X 6' EXPANSION ORS OR (6) 3" X 1/4" ONS OR 7/8" HILT( TD(-DNI 2x BASE PLATE SEE PLAN FOR MORE INFO I MS031.^:rxl�,� d, de., ,ram,,.,..,... ,_ I I c.nunv nnalsr�n-rrnAl r�rrAu N.T.S. 20" MIN. LAP #5 REINF. BAR A #3 OR 04 REINFORCING BAR #3 & #d 1 AP RP ICE „ 25" MIN. LAP —Jtq #SRFJWORCINGBAR #5 STD- 90° HOOK #51 APSPI IP.F SCALE("-1'O" 36MIN. LAP #6 REINFORCING BAR * GRADE 40 U.N.O. V6 API-sPl'cF MS05I REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIREMENTS WE. TAPOONS SPACING #ROWS 2 x 4 1/4- X Zak" 12- O.C. 1 2 x 6 1/4" X 2ak" 12' O.C. 2 2X8 1/4"X2ak" 12'O.C• 2 NOTE: TAPOONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER, PRECAST LINTEL ' (2)2X P.T. SUCKS W/ 1/2" O.S.B. BEFWEEN FASTEN PT NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 1/4'X 4 1/2" TAPOONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.Ts. LINTEL BEAM: — 1 COURSE LINTEL BLOCK W/ 1 # 5 NONSHEARWALL SEGMENT BAR & 30DO PSI GROUT, MIN. 25" '1�TT�"f'f117TTTTT'f'T'ITC-T' LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FlLLED CELL: FILL BLK. CELLS WITH 3000P.S.1. GROUT ONE #b 0 LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN, LAP 25" (ACI 530) FOR MORE INFO TOPOFSLAB . MS021 TYPICAL SHEAF WALL SECTION 1RM & GROUT SOLID BAR CONT. N.T.B. C RM85 12" LINTEL DETAIL 3/4" = 1'-0" GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING FA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. * LINTEL MIN, DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IFA SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PROCRETE F=RLLEDWITH GROUT /U=UNFILLED RE&hR ATTOP R = RECESSED MIN. (1) REQ'D CLEAR CLEAR REH4R 0 BOTTQA •a OF UhT OF LINIEL CAVITY °•'•: ° M TOP KNOCKOUT L? LINIET BLOCK 5 COURSE 8F16-1B /1T � 1 SGROUT OMINAL LQUAMNY OF WIDTH „ #5 REBAR AT *5RESARAT TOP BOTTOM OF NOMINAL 0 UNrEL CAVITY 'EIGHT --BOTTOM REINFORCING 7.6 'ACTUAL PROVIDED IN LINTEL (VARIES) TYPE DFRNAION 8' INAL WIDTH GFNFRAI CONCRETELINTEL MATERIALS OPNFRAI INRTAI I ATION NOTES 1. Ta preens, hands =350D psi. L broader fuh mwtm heetl and bed jdrxs. 2. Pc prestressed limas=6000 pe. 2 Shorefilbdllnlelaasraaulmo- 3, gmmee Per ASTM C478 Pit =3000 psi w/ 1 installation or undid must emnply WMl the emhltxWTel and/or atmchral drawmge. 4, maximum 3/9' ag"ee and R" In 11' slump. & U-Urdws we mmufacbimE WAh 61/2° long notches at the ends W acconrdrodate S. en Le masonry "aft (emu) per.ASTM C90 W/ YertluirollrNmomirgendgmuthg. mlNntum net area cemPmxsm, smength=1900 tau. 5. All Ruder, meet or exceed L/38D wrectim, fical dedexcept Uni ETA' entl e. Reber per ASTM Atliemde 30. Lodi m a nomhw height of er meet a exceed L/180. etmM pa"A'T" A416 Dmda 6. BMW read added rebarto be located et the boUam of tiro (Intel be". P70:W bng ]. 7/32aw rep rAisTi 7. 7/32' dim" Wire leinuos we welded b the boU°n steel Tor moonombei wisheege. 7/32rrire per ASTM 0Typ tL Coat{Oplace damping, mq be broadest! In cmnpoffle Lines in lieu cl concede B. Mama per ASTM C2]D fypeMvS, masonry urhs. 9. Sale toed raLings based m ta0onal deer mageie par ACI 318 end ACI 530 10. Florlda Product APprowl No. 1E81 11. TheadrgdatU= ofli t is meta e><th ametlag aT atNCco aPPletl in acmrdmca wY.n A5TN C928 orather epprawtl we A$Tmlemte ofe a amdided coetldg. 12 Lintels ballad gnwdmeousiy with w (gyMty and upl#0 and (MeraQ uo :Ml ds ahwtl o loaW chechetl Par combine badfr gwl[h dro 1dYbwng equaban: Appxredwdical toed Applied! horuggi load < LO Vide abdUcal lead Sefehbrlmntal'old — o107010,70 BRF606/1T 8F8-0B/1T O © D Q O Q 8RF141B/1T gF16-18/1T 'b C D 0 0 O O 8F2P1B/1T °A 0 0 0 0 ° ,°"4' O ERF22-16/1T 8F241B/1T 0 0 0 ci) SIMS 113/1T O O BF3218 1r (j HURRICANE ANCHORS (TIP-1 REBAR ON BOTH SIDES Of OPENING U.N.O. PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #B BAR FOR ALL WINDOW OPENINGS 6'.6" LINTEL W/ 3000PSI Coli SEE GENERAL CONCRETE )ULE FOR REQUIRED cmu O.N.O. GROUT SHALL BE FLUSH iiii"—WRH TOP OF WALL 11D" /—STD. 90 HOOK 'TYP. BOND BEAM i S"xe'x 16'K.O. C LINTEL BLOCK T RLL W/3000 P.S.I. ' CONC. W/1 #5 DIA. REBAR INDICATES FILLED CELL FROM FNS. TO BEAM WITH 1 #5 BAR MIN. TIP. DOWEL 25' MIN. LAP (ACI 530) O4 1 U O SEE.FO SEE FOUNDATION �r 9PLAN FOR lOOTIONS LINTEL PLAN PLAN Rry WED N ATIONS C MS01 I BLOCK WALL REINFORCEMENT RAPL.IAV' El I-VATION "A" AND "CRT' eT_ LUCIE COUP , 130c rll ',, t,jee I rSF/xF I q ✓ v _a '�✓� `T e O T 111, et®eY 6) i (D 1 F 1 L i 1 N 2 IN W Ell 0 we DO g� f W 55pp spyp Ii Ii I'd i =845 m��N taei a 1 W I 1 uT"=frB ��'� m 11 W w M �� a ( 8�9 2 � g 7R wWW.FD6ENc.coM ❑ ❑ ❑ I � I z m _ o 0 z0 gryQV z a 4 I a � 6 J � I _ y 04 Z I L/S To I w ARI w M L amok w L 0 H e. �d]Ql D ¢ 01 6 Par FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZ.E PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI 1 Job Information: Ageless i 1 1 T i i I Q L0 C i O •' LIJ u) m d J N r_ E'- U m Do a LO i u 7V Model Name /Number: 2000 VI u Plan Issue Date: Tuesday, December 15, 2020 KA PROJECT NUMBER: 20-8246 S G Sheet: �I Of, i V LINTEL PLAN DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR O.H. GREATER THAN 12". 0 ATTACH 2 x OUT LOOKER @ 24" O.C.TO TRUSS WITH MTS12 OR H2.5. FOR O.H. J.2" 2X6 #2 SYP P.T. — AND UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. W/ (2) Ys"x5" WEDGEANCHOR p SEE STRUCTRURAL NOTES AND NAILING OVERHEAD SECTIONAL SCHEDULE FOR SHEATHING DETAIL DOOR TRACK W/ 3/8" X STRUCTURAL SHEATHING 15 1 1/2" STEEL LAG BOLT 2x4 SPF BLOCKING @ ' i @ 3- OR 7/16" MIN. w/ 8d NAILS @ W/ WASHER. MIN. 6 PER PANELEDGES w/ (2) 16d , ,' ,' I O.C. EDGE & 6" O.C. FIELD TRACK TO JAMB. NAILS EA. END TO TRUSS. ,' ,' I NAIL SHEATHING @ 4" O.C. �' ,�' j 2x4 L BRACE FOR GABLES 3'-0" STAGGERED w/ Sd `� , ,' I TO 5'41' TALL. 2x6 L BRACE FOR (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o o (MIN 1ST 4 BAYS) GABLES 6'-0" AND TALLER. T LLE10d ,' \`.``� ATTACH L BRACE NAILS 'lift BOLTS WASHERS SET IN 2x4 SPF CROSS BRACE ,'� ,'� AT 4" O.C. FILLED CELL W/#5 TYP. FILLED CELL APPROX. 8" FROM RIDGE •. , MIN. 5 PER JAMB. THEN 48" O.C. AFTER. NAIL VERTICAL o ti w/ (3)10d @ EACH END & @ , ,^� `� I GABLE TRUSS �y CROSSING AT 450ANGLE. SECTIONAL (NOT REQ'D WHEN GABLEIL @ OVERHEAD IS 4'-1" OR SHORTER) DOOR , ` �` I \\` JACKTRUSS CONT. i SEE PLAN FOR #2 CONT. 2x4 SPF SPANNING `� CONNECTION t WOOD SYP 2" X 6" SNIP a :-I (4) TRUSS BAYS (8 FT) NAILED `� `�\ ° TRIM TO 2x4 BLOCKING @ 4" O.C. ® W/ 12d & (2)12d TO CHORD (MIN 1ST 4 BAYS) ., 27X6" P.T. WOOD JAMB `/ ` ti DOOR AND CONNECTION PER GARAGE SLAB 2x4 SPF BLOCKING BETWEEN NAIL TOP OF "T" TO 2x4 BLOCKING W/ GARAGE DOOR MANUFACTURER TRUSSES @ 48" O.C. MAX GABLE TRUSS W/ (2) 12d TOENAILS TYP. GARAGE DOOR (8 W112d 10) 0d X 1 N H8 W/ (10) 10d X 1 1/2" MASONRY WALL/ LINTEL TRACK MOUNTING DETAIL NAILS OR WOOD BEAM/WALL SEE PLAN FOR MORE INFO o cD (MASONRY SHOWN) GE21 I SECTION @ DUTCH GABLE 1/2• =1-0" MS12 I OVERHEAD GARAGE DOOR ATTACHMENT -::] BLOWN -IN R-30 INSULATION PER FBC ' AND ENERGY FORM SUBMITTED WITH BLOWN -IN R-30 INSULATION PER PERMIT APPLICATION PROVIDE BAFFLES FBC AND ENERGY FORM SUBMITTED AT EAVES (FOR VENTED ATTICS) _ 12 WITH PERMIT APPLICATION 12 FIBERGLASS SHINGLES OR PROVIDE BAFFLES AT EAVES SEE PLAN TILE ROOF (PER ELEVATION) SEE PLAN (FOR VENTED ATTICS) OVER APPROVED UNDERLAYMFNT PER FBCR 9STRUCTU OVER APA FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD SHEATHING RATED AT TILE ROOF (PER ELEVATION) TRUSSES @ 24" O.C. STRUCTURAL NOT FAST STRUCTURAL NOTES , OVER APPOVED UNDERLAYMENT , FASTENED TO TRUSSES PER ROOF PER FBCR 905.1.1 OVER APA NAILING SCHEDULE) RATED STRUCTURAL SHEATHING PRE -ERG. WOOD (SEE STRUCTURAL NOTES , TRUSS ANCHOR (SEE PLAN) TRUSSES @ O.C. FASTENED TO TRUSSES PER ROOF ' - _ _ _ SEE PLAN FOR NAILING SCHEDULE) ' BRG. HT. -,. -- ., �;r�' l� 1 TRUSS ANCHOR (SEE PLAN) 1/2" DRYWALL , TO BE INSTALLED ON OUTSIDE FELT PAPER OR '' ETAL DRIP EDGE i x._JIJ� , .•, .. _ _ _ — _ FACE — _ — _ — _ � TRUSS PLATE 3/9" P.T. NAILER ' ' • ' 2X SUBFASCIA .1R SOFFIT. SEE ARCH. !-METAL DRIP EDGE 1/2" DRYWALL PLANS 1/2" DRYWALL CURTAIN NAILER J 8 x B x 16 K.O. CONNECT ALL 2x STU 2X SUSFASCIA 1 x 4 P.T. @ WINDOWS rn LINTEL BLOCK TO TOP PLATE WITH (4) 1 x 8 P.T. @ S.G.D. p•H• W/ (1)#5 DIA REBAR & Ssd TOENAILS SOFFIT.SEE ARCH. h ELEV. 3000 PSI CONCRETE PLASEE 1/2" DRYWALL PRECAST "U" LINTEL H SEE PLAN FOR HEADER SIZE SEE SCHEDULE u u N N N OPTION: 15132" OSS EXPOSURE 1 ON O'H' EXT. WALL W/ ALL EDGES BLOCKED. MAXIMUM OF (3) - 2X PLATES MAY BE SEE ELEV. SEE TBI3 FOR NAIL ATTACHMENT. ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4" PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. el NAILS AT 8" O.C. NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. ALL BEDROOM WINDOWS. N REBAR W/ 3000 PSI CONC. ALL LOCATIONS VINYL FRAMED WINDOW W/ SCREEN w SHOWN ON FOUNDATION (G.C. TO VERIFY W/ FLOOR PLAN u & FLOOR PLANS LOCATION OF OPENINGS IN u EXTERIOR WOOD WALLS. IF NO v OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. % VINYL FRAMED WINDOW A W/ SCREEN CEMENTITIOUS DECORATIVE WINDOW STOOL FINISH 7/8" THICK PER ASTM PER SPECS n n PRECAST CONC SILL C-926-98A H N 2X STUDS (SEE FLOOR PLAN FOR PAPER BACKED FOIL R-4.1 N MORE INFORMATION), SEE TB13 INSULATION AT CMG BLOCK WALL 1/2" DRYWALL ON SHEET 6 PER FBC AND ENERGY FORM N N EXTERIOR FINISH - FOR NAILING INFORMATION FOR SUBMITTED WITH PERMIT (SEE ELEVATIONS) R-13 INSULATION AT EXTERIOR WALL SHEATHING. APPLICATION FTG. DOWEL DM REBAR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED P.T. ZX #2 SYP. BASE PLATE w/ 112 x 8 A.B. (OR 1/2" x 8" TITEN 1 x 2 P.T FURRING 1 x 4 P.T. EE TE - EXTEND IT' EN CONCRETE 530) ABOVE WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. BASE NAILER L L SLAB. ALL LOCATIONS SHOWN WOOD BASE MIN. 6" FROM END - SEE WS07 WOOD BASE ON FOUNDATION PLAN FOR TERMITE SHIELD SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR FOR SLAB INFORMATION u TOP OF SLAB _ _ SLAB INFORMATION TOP OF SLAB 00 ' x GRADE � � _ GRADE CLEAN = 3 i 0 N COMPACTED .�-� r0,1 SEE PLAN FOR RE -BAR QUANTITIES p., FILL - •Y16 „ SEE FOUNDATION PLAN FOR FTG REQUIREMENTS SEE PLAN -�" I, SEE FOUNDATION PLAN WS02 I TYPICAL WALL SECTION EXTERIOR FRAME w7s01 TYPICAL WALL SECTION - 8" CMU 3/47m, = r-0" v a a� s N LD LD fi 5 3 a;;nanae»a T .. O • �� 6 ID 3 -�.r e Ok m F L S1 Y#4Ai197 91, U) O 2 H a m v a s T REVIEWED FOR 00 U ^� p,y J J 9^ ri QONN�q LL LL m'A v g m a ' F € a- Qt s2a E' 2 a a c Sal Z o u7 a Y3-y" W U J � t�-$ �" W�VI4.FG9F:IVG.COM ❑ 110 m Z Z N G NQ 4w d N 6 "-i & to m E 0— _ — w � U —NmE ice, v F tO U 3 '® V) r y a am a'm A DAMS HOMES 'y FLORIDA CONTRACTORS UCENSE NO. CRC1330146 v 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 L DIVISION LOCATION: PORT ST. LUCIE � VI Job Information: 5�b o � Or M z O to a W m ` d > M m 000 N e•I ci 3 � N z H U m 00 1 m V / (n LO w N♦ Model Name / Number: 2000 ♦ Plan Issue Date: Tuesday, December 15, 2020 m ♦ KA PROJECT NUMBER: 20-8246 s T H Sheet: _2 Of: R TYPICAL FRAMING V b� F m 'y 4D m 1' iih' 1 1Y. y (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 LBd ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) 10.102", (ONE INTO EACH OUTSIDE FACE) (D L. 3-1/211) OR EQUAL (0 = 0.162". L= 31/2") OR EQUAL 11ADJACENT NALLS ARE DRIVEN FROM 3) FOR 44PLY. PROVIDE L/4"DIA. x51/2"LAG OPPOSITE SI DES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 41 REFER TO NDS SECTION 15.3 FOR THE THICKNESS OFTHE LAST LAMINATION. ADDRIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN /� FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR ti ;' / SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS I H •°-;_ b/ REINFORCEMENT REQUIRED) �i. F.F. VERHANG FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. MS18 I RETROFIT WALL OVERHANG DETAIL N.T.s. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 D.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE CONNECTOR REQUIRED CMU— 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W/2.8d EA. END EDGE VIEW S(3) 16d P4 AT COMMON 24" O.C. NAILS(TYP)- SEE PLAN FOR WILL H GT. HEADER PER LOCATION---,, 00 /�`/ 10 / ;�•. O.C.• SIDE : TOP NAILER:,III 2x W/ (2) 16d TOENAILS EACH END TYP. CONTINUOUS BLOCKING ©ATTACHED TO . • :. NAILS. SEE DETAIL ABOVE SEE I ELEVATION•' R • SgUARE TRANSOM BOX HEADER--j EACH L I A WINDOW OR DOOR OPN'G -CMU WF39 TRANSOM DETAIL AT ENTRY PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. UBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50% OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. 49. TOP & BOTT. f 4! 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/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2" x 0,131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL OP SPLICE DOUBLE 2x8 TOP PLATE w/ 2 ROWS OF NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD WF17 I TOP PLATE SPLICE DETAIL 3/4"=1'-c * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 1 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' 1) (2) (1) 2 >4' BUT <9' (2) (3) (2j (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 SOd NAILS @ 8" O/C TYP DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - Cit HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT WF09 I WALL HEADER DETAIL HEADERANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE IEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12' O/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" 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 N.T.S. SEE TRUSS PLAN FOR CONNECTION FRAME OUT TO BLOCK EDGE I 2 X 4 #2 SPF KNEEWALL WITH , ' , , I R-13 INSULATION AT EXTERIOR STUDS @ 16" O.C. W/ WOOD FRAME WALL PER FBC STRUCTURAL SHEATHING ON ; AND ENERGY FORM SUBMITTED BOTH SIDE FROM TOP OF WALL WITH PERMIT APPLICATION TO BOTTOM OF BEAM, ATTACHED (WHEN EXTERIOR WALL IS PER NAILING SCHEDULE. EXPOSED TO INTERIOR SPACE) SEE PLAN FOR , BEAM SIZE ! BUILDER FRAME n n , RADIUS AS REQUIRED u u , I I I I r 2x BUILD -OUT BEYOND WF38 KNEEWALL @ ENTRY FRONT WALL N.T.S. 12 P) SEE ELEV. (TY ;RED WOOD TRUSSES @ 24" O/C .IFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" TOP PLATE STUDS @ 16" O/C -CRICKET AS REQUIRED SIMPSON SP2 @ EA, STUD APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES W/ 8d COMMON WIRE NAILS @ 4" O.C. BOUNDARIES 6" O/C EDGES & 8" O.C. FIELD R-19 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS LiLzj EXPOSED TO INTERIOR SPACE) SIMPSON SP1 @ EA. STUD . • 2"x P.T. PLATE MAIN SPAN ROOF TRUSS 1/2" X8" "J" BOLT @ 24" O/C MAX UPLIFT CONNECTOR 8" x 8" x 16" K.O. (SEE SCHEDULE) BLOCK W/ 1 #5 CONT. CMU WALL REVIEiN'€ CODE COMFLL, ST. LUCIE COk. OclC _ WF42 I KNEEWALL ABOVE MASONRY WALL 1 3/4"=1'-0" 'v55m3 mom c 0) M Q m ik ik 13 ym,,.' 1 1•'9mmn S y 3E. 2tgIII .gy m LLW IL 2. N am ae B E9 a ¢ w 6 2^ 5 U J 9 'R ° WWW.FDSMG.COM ❑ ❑ ❑ m h v Z y £ — � o �pp � Z N a n U Z � � ro MI � \_ J1/ W C y o u — V) w N w uda 0 J ® •�w•u� u�•ur� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: O 2:c� O Lr) / m M � p � ai Z V moo OJLu v o J m (n V) In La. Model Name / Number: 2000 Plan Issue Date: Tuesday, December 15, 2020 KA PROJECT NUMBER: 20-8246 Sheet: S /3 Of: -v{ TYPICAL WALL DETAILS TO BE LESS THAN OR EQUAL TO 45° I MINIMUM 2"x4" CROSS BRACING (SEE PLAN FOR LOCATION) (3) 12d PER JOINT BOTTOM CHORD BRACING 2"x4" MIN. 'B01 TYPICAL CROSS BRACING DETAIL N.T.S. PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT SHEATHING JACK JACK SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) ROOF (2) 12D NAILS AT 12" O.C. MAX SHEATHING SEE PLAN 2X4 BLOCKING BETWEEN TRUSSES SFCI..A--A G.T ALTERNATE TO BLOCKING TRUCTURAL SHEATHING RIPPED 2X4 SYP #2 NAIL TO TOP CHORD OF HIPPED TRUSS W/ 12d NAILS @ 6" O.C. HIP TRUSS '11303 HIP / RIDGE BLOCKING DETAIL N.T.S *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING 4 CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING X-BRACING - 2x4 SPF OR SYP w/ (3) 12d @ EACH TRUSS WEB TB02 I TYPICAL CROSS BRACING DETAIL N.T.S. PRE-ENGINEERED OVERLAP TRUE WOOD TRUSSES � AT LEAST ONE MINIMUM (3) 12d PER JOINT * SPACED AT 10'-0" MAX MINIMUM 2"x4" SPF OR SYP TRUSS BRACING B04 I TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OFACCIDENT A WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCNON LOAD SHOULD BE LIMITED TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,06,130) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 312d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS - VERTICAL SCAB D W/ (4) 12d TOP & OR HCLR/LL IN PL REQUIRED O RAFT B 2X4BLOCKING BETWEEN S TRUSSESSSESW/ (2) 12d NAILS @ EACH END, CONT. EACH BAY ALTERNATING ]"_I ALTERING STRUCTURAL SHEATHING SEE PLAN FOR CONNECTION e 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2)-12d NAILS @ EACH END WALL BELOW (SEE PLANS FOR TYPE) — — TYP. WOOD TRUSS BLOCKING @ RAISED HEEL DETAIL SEE SEE PIAN� TOP PLATE 2X STUD WALL SEE PLAN CONV. FRAMED RIDGE MAY BE NAILED w/ MIN. (4)12d WHEN IT LANDS NEXT TO PRE -LNG. TRUSS-7 3 TO 4 TRUSS x4 AS SHOWN SPACE ALTERNATE ,yy�li� --------------------- �)��,' --------.-_-.. ----- i! limmmillim� 0 =2 ==" •I i NAILS TRUSS LE SECTION B-B TOP PLATE VERTICAL SCAB 2X6 A2 SPF 4W O.C. W/ (4) 12d 2X8 BLKING. NAILED W EACH TOP & BOTTOM OR H5 OR SIDE w/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF (4)12d REQUIRED w/ (2) MTS12-S REQUIRED @ RAFTERS GREATER THAN 8' 0" COLLAR TIE EVERY 3rtl RAFTER �� BEVEL CUTS (OPTIONAL) g� TB 2x4 SPF W/ (2) #7X31/2" WOOD SCREW EACH TRUSS OR H5 @ 48" O.C. PRE-ENG. TRUSS CONT. ROOF SHEATHI NG AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL WOOD � 2x8 N2 SYP RIDGE BEAM AT 8 -0' TRUSS MAX 2X6 RAFTERS @ 2'-O"O.C. MAX. w/ 13) 12d COMMON TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN CONE. MASONRY 4 FT @ 2'-0" O,C. MAX W / (3) 10D STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT SEARING SUPPORT T&BceoaoA-A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 11306 BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. 8d NAILS @ 4" O.C. WALL AND ROOF SHEATH IN GSEE 2x4 SYP BLOCKING FHE OR SPEC FICATIONS3 BETWEEN TRUSSES @ 48" 2x4SYP I BRACE FOR O.C. MAX. FASTEN TO EA. TRUSS w/ 3-12d NAILS EA. GABLES 3'-0" TO 5'-11" TALL. END 9x6 SYP L BRACE FOR 2x4 SYP CROSS BRACE GABLES 6'-0" AND TALLER. APPROX. 8" FROM RIDGE ATTACH L BRACE w/ THEN 3-12D.C. EACH & 12d NAILS @ 4" O.C. END @ AT 45 ANGLE. CROSSING (NOT REQ'D 1""'OR SHORTER FASTEN (1) SIM IhON HGA10 GABLE TRUSS 12" LONG 2x4 02 SYP BLOCK AT CONT 2x4 SYP SPANNING (4) BRACE CONNECTOR FROM BRACE LOCATION. FASTEN TO SILL PLATE w/ 10d @ 3" O.C. TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO W/ 3-12d TO CHORD (MIN BLOCK PLATE NAIL GABLE TRUSS 1ST 4 BAYS TO TOP PLATE w/ 16d NAILS @ 4" O.C. 2x8 .T. PLATE 1/2"x8" ANCHOR BOLT -�— 4 BAYS AT 48" O.C. MIN. KNOCK OUT COURSE MASONRY WALL NAIL TOP OF "T" TO GABLE 1 ROOF SHEATHING, SEE FOR ATTACHMENT T013TRUSS w/ 2.12d AND 1 OVER JACK TRUSSES, SEE OVER SIMPSON H8 w/ PLAN. 10-10dx11/2" NAILS ' FASTEN (1) SIMPSON HGAlO @ 48" O.C. w/ 8 1/4"x1 1/2" ' SDS WOOD SCREWS GABLE NAIL TOP OF "T" 2x4 BLOCKING w/ 2-12d TOENAILS END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ BELOW, SEE PLAN. 10d x 1 1/2" NAILS @ WOOD FRAMED WALL @ DUTCH GABLE GE01 I GABLE END BRACING N.T.S. SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS- SIMPSON A34 OR (USP MP4) @ 2'-0" ON CENTER 1/2" SPACE SEE PLAN FOR MORE - INFORMATION 2x4 S.Y.P. - @ 16" O.C. 2X4 SPF BLOCKING BETWEEN TRUSSES @ 48" O.C. MAX. 2x4 SPF BRACE @ 48" O.C. - NAIL w/(4) 12d AT EACH END & ALTERNATE DIRECTION / TRUSSES SEE PLAN \ h / 2X4 SPF BLOCKING Y V BETWEEN TRUSSES \ / \ @ 24" O.C. MAX.W/ (3)12d EA. END (TYF TB15 I EXTERIOR NON -BEARING WALL DETAIL N.T.S. Y 0 N c m d- m s 0 L w -MR C14 S ;"° ttPj\' • to S E °® t artir I �' 3z zt ��o 1. 0 dI � 21 E €fig w m gO v IJE m LL LL v r �+B��roH� UJ c H'.4 2 CI Lq 0 w Egg ®L�� it �` 3 ° 103 m m o � Eel 2 IL ell oV o 92. � U J m 6 yZ. y5 m i=$ a'lE WtMY.tOSENG.COM I] ❑ Z g a - w — Lo c Z N co M Q) — LL c 4- N E U a w Ln a Yc3 U J m CO L W U 111 = C W 7 Y qq oMco Q N O w Q,W A DAMS HOMES o� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 L DIVISION LOCATION: PORT ST. LUCIE y ♦ Job Information: €a .c o y N r y O'-i M 9 z UH W m M M cs J c J d m Do n- JM L�LI Z) o rn J W V/ V J LD Li � VI Model Name/ Number: N 2000 8 VI Plan Issue Date: Tuesday, December 15, 2020 m ♦ KA PROJECT NUMBER: Y 20-8246 REI/IEWED FOR 01.DE COMPLIANC o Sheet: S_TL w Of: ST. LUCIE COUNTS � BOCC o ROOF FRAMING AND BRACING DETAILS 5 R f THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 114" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. SPA EVE 6" 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE s" 6" 3" 3" 31, 31I 3" 3" III - - III f I" I I I 3" „ 3 3" 3r 6 6 DOUBLE DOOR W/ SIDELITES 2A /E w WAC E :VEN LY 3" SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. O 0 ° t - TOP OF SLAB 1 Clip z 1 if - it I a °I Z e ci 2 PROTECTIO 16" MIN. DIAMETER CONCRETE FOOTING N.T.S. 5„ SPACE EVENLY rr a notes na11 wtthir Poe Oeaw e bed each .2" pp l Bi Bade ale T' s to use In 506. 111111111� 111111� \IIIIIIIIIIIIIII�Ii��I�■ NAIL SHI VGLES W/ it OR L2 GAUGE ROOFING NAILS. 3/8" MIN HEADS.6 PER SHINGLE. SomI eta° rise '000 \Au`G" 3td "d Ca"se / 19" over Cut shingles 2" back from valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE. ASPHALT BASED (REQUIRED AT GBAwvT APruED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) EXTER. WALL FINISH AND EXTENDING A MII or 6' ABOVE G" XG" H GALV. VERTICAL RISE OF FLASHING —vr VERTICAL WALL FLASHING CONT. AT MEEWALL T ENTRY PLASTER ST SEALANT OO RF\ SHII ES FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED 6" HORE.all v AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF WIDOW . ' ' • \ AND/OR SGD FRAME MIN.) GLUE STRIP W/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF Wow. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE WIDOW FRAME INTO MASONRY t \ JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME BY OTHERS SHEATHING By HERS CAULK BETWEEN FIN &$ HEATHING CAULK BY OTHERS O.A. WINDOW HEIGHT EXT€ 04 11/2" MIN. EMBEDMENT —08 WOOD SCREW INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S Wall Framing; #2 SprlxeyPinelFir Or Beller , Minimum Federation Glaring Mad' 71 1d/e•.. Cross Section V Lew ilmum va le E#edor5he miilg p Us Cie blobs Ions saacl, and ot+erna..age anal Lon5WCtial nComplete. Kepi Measure to be sure the maenag is 3/e"to1j2'largerthan the window site both vemoth and horizontally. • You may wish to predng the Installation (roles in the 8n at this area. almilpswid #re prepffx1med holsM U* MOulft Ift as &W arerprnxasanY . Step 2 Apply a generous bead of si icon to Me backdtle of the mounting fin. Use enough sllimne to sAFtlently Of all voids between the be and the no Meath g . Step lee thewhdub otheopwkghomtheoue9de. The window is labeled'mI and 'outside, but terse Weis have been removed, to glazing bead should ~ be to the Inside of the buAd Rap 9 Install shIns Under the sill, adWstlg them umg the unit is plumb In the opening, yams should be hataNM under the all every 2 The window shale be leaskafly cenlared in the opening wgh ro more than Ijr gap betvwem the window and wall firamfing. Step 5 Irataa a 910X 1-1/2" Was, 4" fiom the corner of the fin at each end of the head, sell and "jambs, Step Install the remaming fasWnes In 8"Increments from to c.rcr screws to the center of each Name member. Use care not to over tighten the saews and pull them through the 0n. Also,mattemethewmgo Instoutanddonot®usetheframetohow. Wall heMng ahmdd be a minimum Of #2 Sprum/PkWFk. Fasteners sbeuW be#10 screws of sufident length to achieve 1-318'tied into the wall and no less than 11rhard edge of Fasten. aramWes no dart In mph tote rot hamo- In arbi. A- sar•.M Rep 8 Irdesred, a foam insulation ran be applied to tie Interior gap between the window and well heading. If applied, M2smusf beflee !coal EXFAIXDIR6 Iyvt FOA'W. Rep 9 Sims these windows are lypimlN used In rooms with high matters, le; bal irmms, a W remrnmmlded that the immor gap between the widow and wall framing aim be sealed with sgmr a and tooled was noted Interfere with the istalWton of wallboard, tW or him. Step 10 Oroe all mnstructon Is mmplefe, remove the bubble wrap Iran the Inside andoulalde ofthe window. If neressxy, dean tie bkds with a mild tlmaraent and warm water uskm a OR dots. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE, I 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: DADE 1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge AR 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: Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Products Inc. "Off-rld a vent" R21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-R8 PR DUCTSL C 430 ASPHALT-SATURATEP ORGANIC FELTI ATTACHED IN ACCORDANCE WITH R905.1.1 2nd Choice , Overhead Garage Doors: j 1st Choice +30.0/-30.0 CLOPAY 53W5 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x S" "J" 80LTS FL16546.1 2nd Choice +30.0/32.0 CLOPAY S x FL15279.36 Swing Doors: 1st Choice +67.0/67.p ERMA TRULOORP. OR FIBERGLASS ED (NSW NG 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.1 ' THERMA TRUCORP. RUSH FL20461.19 2nd Choice +67.0/-67.0FIBERGLASSDOOR AND MIN. 12' O.C. THEREAFTER. THE DOOR FRAME SHALL PLUSH BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 4 1 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. I I 1st Choice +0 -146.3 The Ta o Group Pc P 7" Staggered P$ Shakes ^"^" "'^ ".'"" ^"` `° ""° .Ic.L NAILS 1s/z" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADSi AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL 2 N.A. N.A. F 2nd ChoicelSHALL BE BEYOND WALL DRESSING Windows: 2 1st Choice +40/ 50 MI WINDOWS S`� SERIES Hun (fln) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCONogle ANCHOR WITH MIN. IIA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL3540 HOLESNOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS+401 �OR NSTAIEN T OTN THROUGVIDDEH 2X BUCK USE #8 WOOD SC WOOD EW OFBUICK. q17676.1 MI WINDOWS SERIES Single Hung (flange) SERIES 0 +50.0/-50.0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE1%" INCH MINIMUM EMBEDMENT IN WOOD SUBSTRATE. Mullions: n 1st Choice M-1926 MI WINDOWS Mullion Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 , 3/16' TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11,4 W1926 Horizontal FL 15804.2 r MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE i Fixed Glass: 1st Choice +50.0/-50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 i WINDOWSWITH MIN. 1uk" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD - 2nd Choice i BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice ol Soffit: C 1st Choice +55.0/-35.0 KAYCAN LTD 8' BEADED I SOLID SOFFIT VINYL 1 1/2" NAILS 10" O.C. IN I DIRECTION OF SOFFIT LENGTH R16503.4 R3 Hurricane Panels: i 46 PSF EXT/ HURRICANE STORM Gelvenlz0d DIRECT MOUNT. TOP 1/4"-20 MALE PANELMATE W/ FL16293,1 1st Choice WINGNUTS AT 121/e" O.C. BOT 46 PSF INT. PANEL MFG. INC. Steel Sto m /d'TOM'-20 SIDEWALK Panels BOLT w/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) REVIEWED Ft Name: Carl A. Brown Certification Number: FI. # 56126 CODE COIF° ° S _ Name: TODD M. BORN Certification Number: FI. # 82126 _ ST. L UCIE CU,� ` Name: Luis Pablo Torres Certification Number: Fl. # 87864 BOCC F x,,tti,at!tlta.t p CNI N to �. fti0 4 04' de i to v $ & W do ro r7n t[7 W 4 E �08 $o` the � e+mo A W 2m�s d i q2x b S, !il 113 a ad3 0 1411 LH w��& g st z ;_ � 2� O 68 � N t � r ¢ m w WWw.FpSFnG.COM ❑ ❑ ❑ ' W z — o Cll Z O Z IN J ' a .i ' Z Cn �c/7 2 CU W rya I Q � D U — 0tn c ill m C Was O o Q A DAMS HOMES I FLORIDA CONTRACTORS LICENSE NO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32S63 I DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 r r i p 0 i 1 r z LID o rn Uj N a i J N m 00 EL 0 J LUun = J m to (n Model Name / Number: 2000 VI Plan Issue Date: C Tuesday, December 15, 2020 VI KA PROJECT NUMBER: 20-8246 ' Of: Sheet: a S-5 J MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS /� FOLD UP WEATHER - NECESSARY IN CORNERS THROUGH / RESISTIVE BARRIER & WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS SELF -ADHERED FLASHING TEMPORARILYSECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS '�' � DOOR ROUGH OPENING TO B E USED. R703.1 General. Exterior wells shall provide the building with a weather -resistant exterior wall envelope. The exterior WEATHER wall envelope shall Include flashing as described In Section R703A. A water -resistive barrier Is described as a _ �BARRIRESISRIVE s WINDOW UNIT material behind an exterior wall covering that is Intended to resist liquid water that has penetrated behind the exterior BARRIER WOOD FRAME FLASHING covering from further Intruding Into the exterior wall assembly. An exterior well covering L9 described as a material or !' ` TAPE - EXTERIOR BY LAPPING O FLASHING 3DHE BEAD OF APPLIED SLOPE SELF -ADHERED FLASHING assembly of materials applied on the exterior aide of exterior walls for the purpose of providing a weatlrer-resistive SHEATHING 6Y LAPPING DOWN ADHESIVE 70 BE APPLIED UNDER �.$ ID : 12.0 In J OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) barrier, Insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, WALL BY 6IN. UP JAMB 6", USE LIQUID NAIL BRAND PRODUCTS DETAILS WEATHER architectural trim and embellishments such as comlces, soffits, and fascias. U OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTIR D226 SELF -ADHERED FLASHING /� EXTERIOR for Type 1 felt or otter approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such c RESISITIVE / CEMT. FIN. 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 SEAL TOPS OF JOISTS l f( ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 runt). Where joints occur, felt shall be lapped not less than 6 Inches (152 mm). The felt or other approved material ons anbuilding appendages In a manner to meet the uiremehris of the exterior wall envelo pe � SUBFLOOR shall be continuous to the top of walls and terminated at penetrations buildi UNDER DECKING re as described 1n Section R703.1. „ SELF -ADHERED FLASHING (SEE DETAIL WP07) _ a 0 WIRE LATH R708.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based m HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Instructions sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of w 1, Out, told up & temporarily secure weather RIM J01ST Grade D paper. The individual layers shall be installed Independently such that each layer provides a separate a;�•. resistive barrier above headerto allow for flashing installation Refer to the number marked as ® in each detail that corresponds to the continuous plane and any flashing (installed in accordance with Section R703A) intended to drain to the water -resistive Y 2. Self -adhered Hashing plus head flashing under weather resistive barrier BUILDING numbered Items to the list of Instructions below: barrier Is directed between the layers. '15 3. Fold weather resistive bamer back over head flashing and O n PAPER 1. Install self -adhered flashing in order as shown by numbers Exception: Where the water -resistive barrier that Is seal with tape 2 2 2. Install flashingand weather resistive barrier to form water shedding laps or applied over wood -based sheathing has a water substantially resistance equal to h g p greater than that of 60-minute Grade D paper and is separated from the stucco by an Intervening, substantially E 2O 3. Self -adhered flashing can be substituted for building paper nenwater-absorbing layer or designed drainage space. g 4. Split the release paper using the ripcord (Split release on demand, v Scale: NTS R703A Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of SELF -ADHERED FLASHING embedded in the adhesive layer) - for ease of installation and to minimize FLANGED WINDOW W SELF -ADHERED FLASHING SELF -ADHERED FLASHING W PO water Into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER ` ' PO EXTERIOR DOOR WITH DECK - SECTION A Y Y P O2 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER scoring cuts used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA 800 or ASTM C820 Class 25 Grade NS or greater for proper joint i adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) Fluld-applied membranes used as flashing in exterior walls shall comply with AAMA 71A. The flashing shall extend to the EXTERIOR SHEATHING 314"-l" BEAD OF CONSTR- INSTALL SELF -ADHERED ASPHALT ADHESIVE surface of the exterior wall finish. Approved corrosion resistant flashings shall be Installed at the following locations: ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD 6. Fold as Shown by arrows L ADHESIVE 1. Exterior window and door openings. 7. Angle of corner may vary, adjust folding of the flashing accordingly t0 fit p gs. Flashing at exterior window and door openings shall extend to the surface of the THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING a REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND FLLANGED WINDOW tl ht to comer exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP07) g Mechanically attached flexible flash) ply with AAMA 712. Flashing at exterior window and door openings LETTER ON CHEMICAL nga Shrill comply COMPATIBILITY SCORED 8. Mechanically fasten as necessary shall be Installed in accordance with one or more of fire following: T chT rra°°P,, N RELEASE PAPER �� l,O,�ii me 0 3-1 The fenestration manufacturer's Installation and flashing instructions, or for applications not addressed in the SELF -ADHERED SELF•ADHERED FLASHING, v ISEFOREFOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where gR •••'f`. FLASHING EXTEND A MINIMUM It" RELEASEPAPERTOEXPOSE flashing Instructions or details are not provided, 9$ VERTICALLY FROM ADHESIVEAS SHOWN) g p ,pen flashing shell be installed at the sill of exterior window and y- BOTTOM OF door openings. Pan flashing shall be seated or sloped in such a manner as to direct water to the surface of the 3 THRESHOLD exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall ' MECHANICALLY FASTEN AS Incorporate flashing or protection at the head and sides. SECTION -A NECESSARY IN CORNERS THROUGH c i P (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2. In accordance with the flashing design or method of a registered design professional. a, ei� A•'. 4; 1.3. In accordance with other approved methods. 'i'9 L 0'('.-' FLASHISELP-ANG 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or e°sa F e col FLABHING OO FMA/AAMA/WDMA 400. � °fs ��tty�" � 2 o F 2. At the Intersection of chimneys or other masonry construction with Name or stucco walls, with projecting lips on both 2 : SELF -ADHERED FLASHING 5 sides under stucco copings. .g NAILING FLANGE t 4 � © 3. Under and at the ends of masonry, wood or metal copings and sills. T SEAL TOPS OF JOISTS DO NOT FLASH OVER - 2 o B E BOTTOM NAILING 8 UNDER DECKING 8 4. Continuously above all projecting wood trim. � FLANGE (SEE DETAIL WP07) 2 7 m & y g_ S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood frame construction. g � UN W � 00 SELF -ADHERED FLASHING SELF -ADHERED FLASHING WP�5 6. At wall and roof intersections. $� A SELF -ADHERED FLASHING V1/P06 �� HALF ROUND WINDOW W PO4 EXTERIOR DOOR WITH DECK s O $ , °' INSIDE CORNER 7. At built -In gutters. m m ON,, n S g SELF -ADHERED FLASHING w ge €' 13��.i ` m � w R A404.1 a DECK PROTECTOR' 0 3 o SHEATHING _ ": n�� If O o 6 c WIT' Cement Plaster 7/8" Cement Plaster g.0 tY 2 d a F, in accordance with Egg a U J /` In accordance with a g a m 9 Ill ocn SELF -ADHERED � �'-�� , � ASTMC926 0 . FLASHING PATCH $ vrWW.FDSENc,coN Felt backed metal Felt backed metal SELF -ADHERED FLASHING. lathe in accordance lathe in accordance ;, U i r with ASTMC1063 Z o .% DECK PROTECTOR , k - with ASTMC1063 u, 15 Building Paper Building Paper z -i �7 16"os O.S.B. '; 7/1s"os.B. � `�, � DOUBLE .sue. '; ; �� sheathing i ' %. sheathing a ri SINGLE r j JOIST �� i �� Jj� f JOIST ,{ / /, ` SELF -ADHERED FLASHING ' Metal Keep top edge ///-�� "i to 0 M gI�ItY SELF -ADHERED FLASHING t - _ "" �� Flashing of weep screed WSJ w 2 "- 31/2" bl below P f E o 3"MIN ' ' UnperfFlanged 8" [ 1 1O O 4 Flange 7/8" W c �IYIIh�_I Vulcum 2 Wee Screed cauk bottom g � P joint only 11 Maintain 2 U w E Bottom of Metal Flashing s o 0 SELF -ADHERED FLASHING /� / PO SELF -ADHERED FLASHING W P D A APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN Weep Screed 31/2" UnperfOratt d _ � 2 1H0.8362x;DECK JOIST V V OUTSIDE CORNER r+ VX ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 Flan a 7/8" Wee Screed ? U 0 o o � 1 1/2" to 2" g P INSTALLATION OF THE BUCK/RECEPTOR. Above Roof o Sheathing 1/2"Cementitious ¢ N d u0 Qm Decorative Finish B A&D:A:MS HOMES o • • o, All inside and 0 EXTERIOR WINDOW UNIT o outside corner will 'v FLORIDA CONTRACTORS LICENSE NO. CRC133Oi46 CEMT. FIN. need to be miter 3000 GULFBREEZE PARKWAY BUILDING PAPER Cement Plaster all GULFBREEZE, FLORIDA 32563 cut and caulked aa butt joints need to a SLOPE in accordance _ .. •,•oo.,'• z SLOPE 0.3 in : 12.0 in SLOPE becaulked using with ASTMC926 DIVISION LOCATION: 0.3 in: 12.0 in (0.6 cm : 30.5 cm) 0.3 in: 12.0 in over wood 2nd Vulcum caulk for all PORT ST. LUC I E (0.6 cm: 30.5 cm) (0.6 cm: 30.5 cm) floor p ob Information: L b0 SELF -ADHERED FLASHING a WIRE LATH g SELF -ADHERED FLASHING - EXTERIOR BUILDING PAPER CEMT. FIN. LL WIRE LATH n O SELF -ADHERED FLASHING M 1 /2" Cement Plaster Finish 7 c LO WIRE LATH Black W 2 1/2" PerforateddPto m "'0• Flange 1/2" Weep cq e a BUILDING PAPER v > �e i BUILDING PAPER Cement a,I Screed Plaster hL over block r O J � W J m c EXTERIOR 1st floor Ln L� WINDOW UNIT CEMT. FIN. w w Install bottom Dom, a Model Name /Number: Slab edge of weep screed 1" below c ,2000 finish floor VI Plan Issue Date: OPTIONAL DETAIL Tuesday, December 15, 2020 O 3 2 Note: VI KA PROJECT NUMBER: The building paper and metal lath ;2 208246 SELF -ADHERED FLASHING \/�/P 1 O SELF -ADHERED FLASHING W^ 1 1 SELF -ADHERED FLASHING must be installed over the top of WEEP SCREED DETAIL 0) Sheet: Of: CEMT. FINISH WINDOW HEAD V y CEMT. FINISH WINDOW SILL P CEMT. FINISH PARAPET WALL W P 12 the weep screed. SCALE: NOT TO SCALE W P WATER PROOF B®CC DETAILS h