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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS (� ! j `'' R31E.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO' TITLE _ TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, U SS S G T 8 AYS OF 2500 PSI SLABS 3000 PSI COLUMNS AND 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 MINIM M COMPRE IVE TREN TH A 2 D ( ) A I PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3' WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM X1.064A/ 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 1.135 OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY FLORIDA BUILDING CODE 6TH EDITION (2017) RESI DENTTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & BTH FBCR Ch. 34.43 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530.13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -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 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH 1N 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: ITTHE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDSS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORKIN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE TH DRAWINGS AND SPECIFICATIONS THE FOLLOWING WHERE EXTERIOR COVERING MASONRY WALL CONST. REGULATORY AGENCIES (A) GOVERNING ST MUNICIPAL ANDBODIES (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OFTHESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OFTHIS CODE. EXTERIOR WALL LATH ATTACHEMENT LATH AND LATH ATTACHMENTS SHALL BE OF CORRO5ION RESISTANT MATERIALS EXPANDED METAL OR 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM G90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (fm =1500 PSI) 2• MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMPS" T011". 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 CIA OR 1OFT, 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 MSOS 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 DEFLECTION CRITERIA ROOFTRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR F-JOIST*** LL/360 I L/180 LL/360 LL/360 LL/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11,/2°" LONG, 11 GAGE NAILS HAVING A 7 "'^ OR 7/8' LONG. IS CAGE STAPLES SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY AND HORIZONTALLY (REF 201.7 FRO R103.7.+), *TL MAX 2" UP TO 4OFr SPAN * *TL MAX 3/4" +** TL MAX 1/2" R703.7.2 PLASTER. PLASTERING W/ PORTLAND.CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL S 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.. R CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER 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 r' WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS BETWEEN THE PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN 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. R703A FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS, • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS. ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT19% 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} INES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE yHEMICALS THAT ARECORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECjI APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT-DIPPGALVANIZED OR $STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. ED 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 Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDMONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSS FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP R TOP CHORD DL 20 7 20 7 20 15 20RECTED 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 0 10 0 10 0 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ 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) COMMMENTS: E FED WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE. CATEGORY 8 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 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT s 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® O W 27.6 (+) 27.6 10 (-) 29.9 1) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 s O 50 (+) 24.8 (+) 24.8 +� O (•) 27.1 (-) 31A s YYY 00 5 + O 23.4 + 23.4 ( ) 100 (•) 25.7 (•) 28.8 ^-DIAGRAM GARAGE DOORS* SOFFIT 9'.0" x 7'•0" 16'-0" x 7'-0" 1-) 51.3 (+) 24.3 (+) 23.3 26.0 GENERAL PRESSURE NOTES NOTES: 1, MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 3.1 DETAILS & SCHEDULES 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAta b7 B F s, ..It 8TB3 tA0 .� o " * t * ' F ''fit?LOFi\ 's v v v 0 E w ffi gym. _ rD V 8 O H a`Pi (C,11 � g666666g � �1��m ri t'i ri NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SP CI I TOP CHORD DL 1O (PSF) S " g mw: PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0(PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES 1 gg� �%all BOTTOM CHORD DL 5 (PSF) v 6 u.^�u5 ®'_� i. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER E O Z , _ m STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING h _� m o -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. s w aF ILLL W m m 3.. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: c $ 28 J C a WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) $' g I I 0 8 it o 0 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) o "'� 99 0 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEq MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) DANCE WITH THE FRAMING DESIGN LOADS. i r www.rosrNc.cau r THE TRUSS MANUFACTURER IN ACCORDANCE 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES .;. ' READING ROOMS 60 (PSF) (D o 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. ///''''''��� SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 150 (PSF) z g " 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 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) -5 ¢ N S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) J `o SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) 3 a STAIRS 40 (PSF) o UPLIFT CONNECTORS FOOTNOTES aN 8 d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG f ILD 1. UPLIFT -CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED 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 NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREATHIT EQUAL TO 1 SQ. FT. /// ��� 1 E MORE INFO. V/ = .2 ro BUILDER NOTICE:Ln FIELD REPAIR NOTES GENERAL NOTES: ` , O 1. MISSED 7' BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Engineer listed In the tltleblock of these 6 w 00 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 `_ Ia; PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN, Professionals clear information. Every attempt has been made to = 8 B �. r m 2. FOR MISSED. VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL .A 32" LONG #5.13AR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to $, c to a ' 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 Ao m INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Deslgner/Engineer are not ui �.m 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 c DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer /Engineer prior to 'DA lr{Q ItS 3. FOR MORTAR JOINTS LESS THAN 1/40, PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction, All construction MUST be in accordance to the IIIIII� TO FOOTING I. 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 information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTIOP I MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'A"x 2%" 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 FLORIDA CONTRACTORS LICENSE N0. CRC1330146 RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE Tu MASONRY AND ACTOR NAILS TO TRUSSIFORMPS UPLIFTS LESS THAN (4) /4" x 1 (USE (2) MTSMSS FOR UPLIFTS LESS THAN TENS O. IF EACH SIDE OF TRUSS. IS Assurance Manager at 321.972.0491 immediately. No backcharges 3000 GULFBREEZE PARKWAY TO PROTECT, WITHOUT LIMITATION, RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, M00, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SDS SCREWS AND (5)1j4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. PERIL OR CONDITION, AT ANYTIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OFTIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OFTHE PROJECT, OR AFTER will be considered for reimbursement by the Deslgner/Engineer a+w without advanced notification and approval by the =" 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. withou advanced nr. Payments will be made In accordance to the n MISSED, CONTACT THE FOR FOR SUBSTITUTION. terms Of the agreement.' DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTr5 w/ (26) CODE REFERENCES ARE SUMMARIES FO CODE SECTIONS. PORT ST. LUCI E 16d x 2.1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENTAND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. S MASTER REVISIONSrle DATE DESCRIPTION O DAMS HOMES ��JA 01 Of Northwest Florldae E51 Lo `= N N i z I-`s0m g REVIEWED FOR � J LU = N a CODE COMPLIANCE Ui Im to U) do " ST. LUCIE COUNTY Model Name / Number: COO GULFBREOZE p RMAY GULF1REEZE, FLORD32 6*43) BOCC 2010 - /2 /� Plan Issue Date: ( c/ a" Friday, May 8, 2020 o m V1 KA PROJECT NUMBER: I L E- d MODEL 20111111111111111111111111 COPY I 20-1410 Permitting De a St. Lucie Countyent R Sheet: Of: dfiop 5 a - COVER SHEET GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER- 14 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 ■ INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTG DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR ) IN EQUAL LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. [lbs] F1.0 V-O" X CONT. 1'-0" 2 #5 E.W. BOT. 2000 F2.0 2'-0" X 2'-0" 1'-0" 3 45 E.W. BOT. 7200 F2.5 2'-6" X 2'-6" 1'-0" 3 45 E.W. SOT. 11000 F3.0 3'-0" X 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 F3.5 1 3'-6" X 3'-6" 11.01, 4 #5 E.W. SOT. 21500 F4.0 4'-0" X 4',0" 1'-0" 5 #5 E.W. 80T. 28000 F4.5 4'-6" X 4%6" 1'-4- 5 45 E.W. BOT. 34500 F5.0 5'-0" X 5'-0" 1' 4" 6 #5 E.W. BOT. 42500 Fo".0 6'-0" X 6'-0" 1'-4" 7 #5 E.W. BOT. 61500 LEGEND - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING 3" VTR HANS01 PLUMBING RISER N.T.S. 21 6 9,-9. F2.5 FM03 3.1 F2.5 PATIO PAD 4" CONC. SLAB ; ' W/ 8"xS" THK'N ' EDGE FM03 ' 7 I w , I m Z A xo ' I ' 5'-4" 7,-0" 32-4 7-05-0 4-07-0" 3.1_T i [--FM19 TYP. kD STEP DOWN 4' ; CORNER ■ ■ ■ ■ - - - - - ----'---N -rr -_ _, r ---- -' r - -, I� a 113 X 3 I T "RJBS VARY ; ; r - HOSE CHECK DRAIN BIBB ' MOl FM01 II SHWR 11 LOCATION MANOR � / ' II 1 2'_8" 4, 7" 2.3" 1 1 � 1 � 1 , 1 o ' 23'-3" 1 LAV. LAV. Cr F3 11 ° -� —•' `" d �) MASON TO COORDINATE W/ BUILDER LOCATION OF ELEC. Q GROUNDING. SEE ELECTRICAL ; 1 SHEET FOR DETAILS I 1 r I 1 ; 1 TUBI UNIT 1 I W/C I - 1 Q 1 � IU $ ,I m 6" WALL O ; O 21-011 2'-9" 2' 9 i oat ' 12'-10" s63 o ; FM01 `- �I oaP`' ; ao 3.1 H.V.A.C. �i2, ; io \PO PROVIDE CHASE 1 ;p ' FOR HVAC UNIT ; A/C COMP PAD I 4" CONC. SLAB ' �I iv D 1 FM11 'I - o \`Sii� h, ,.I 7.-0�� 3.1 i�i — FM01 i v r —3.1 T, `------------- �t�-_ r- ----' , - - - - ---------------------------------- STEP DOWN 4" ' ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ .' 12'-10" 7'-2" 2'-0" '-101, '-10" 4'-0" 0" 2'-2" 3 - O" 2'-6" 2'$' 7'-0" 3'-4" STEP DOWN i 5 1/2" i #5 !4 m w o I ; (2) DOWELS 2 ' 1 U o 1 C �? 1 , I T 1 ' w 1 ' , ---- -- ----- m¢ 1 Q Z 1 ' , w z i F2.5 13,_2" _ _ _ _ _ _ _ _ _ _ _ C.J. FM02 ' o NNOTE: 31 ' REVISE FILL CELL SPACING W/ OWNERS BATH OPT. GLASS BLOCK4"STEPDOWNFROM ENTRY TO SIDEWALKHOSEI3.1BIBB L/BARS (2) #5 BARS WAN EA. F.C.--------- a ----------------- ■■ 20'-0" FOUNDATION PLAN "CR" SCALE: 1/4" = 1'-C" REVIEWED FOR CODE COMPLIANCi ST. LUCIE COUNTN' R VOCC SEE SHEET 3.1 FOR DETAILS ANDS REDUCES j N�a g6 S p. S-Tp`'is �. 55 g' S to N00 L103 M J# t6SI' p o yq co •-' 02 ii 1i MMNfVm D mm $ 5'€ Zama SWy, Zmgs�m`"O pN'O ■2N-'6 J O a 2 in T 0 s" ■ r u WWW.FDSENG.COM ❑ ❑©❑ M VV■i..1 //�� Z N o Z m 0 10 Z 0 a � � 11/ I az az s 1U-) W ~' E 0 + o N i m N dro mN � w om o I f; 2 =0 M c ado oQ' A Qm Ar%ARAC uAwwrc FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: `O 1 z Lo W 0 V M C4 N w E 2 z H� U m Q a °' a O _I J LID M U) ZD (1) N 00 o L_ 1V1 Model Name / Number: ♦ I Plan Issue Date: _ Friday, May 8, 2020 ♦ KA PROJECT NUMBER: 20-1410 Sheet: 3 Of: FOUNDATION PLAN �r COLUMN SCHEDULE MARK COLUMN SIZE (BASE).CONN. & FASTENER UPLIFT(U)). C1 (3) 2 x 4 #2 SPF (4) -16d TOENAILS 0. DTT2ZW/1/2"WEDGE (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4' X 1 1/2' 2145 SOS SCREWS C3 (3) 2 x 4 SYP #1-OR- (4) -16d TOENAILS 0 D7T2Z W/ 1/2" WEDGE (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4' X 11/2- 2145 SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** G = 6665 SYP POST & (12) - 16d NAILS U = 2200 6 x 6 P.T. #2 ASU66 W/ 5/8" ATR** G =12000 C6 SYP POST & (12) -16d NAILS U = 2300 C7 8 x 8 P.T. #2 ASU88 W/ (2) - 5/8" ATR** G = 24335 SYP POST & (18) -16d NAILS U = 2320 3.6 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5-SDS2.5 W/ (14) 1/4" x 21/2" SDS WS & 5/8• EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5-SDS2.5 W/ (14)1/4" x 1.8E Fb=2400 PSI 21/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** 110 3.5 x 7 P.L. - 1.8E Fb-2400 PSI HDU8-SDS2.5 W/ (20) 1/4* x 21/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb=2400 PSI HDU8SDS2.5 W/ (20) 114" x 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) .ANCHOR, OR ATR*** 7 x 7 P.L. HDU8SDS2.5 W/ (20) 1/4" x C12 1.8E Fb=2400 PSI 21/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 LIND ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF [C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DUI. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA: LENGTH NAIL SPACING Ed 0,131" X 2 16" 0.131" X 2 2h" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & W 10d OR 12d 0.148" X 3' 0.131' X 3" SEE PLAN BLOCKING & TOE 0.148" X 3 4" 0.131" X 3?4" NAILS &TOP L6TE 12d DA48" X 311/4" OA31' X 3'A" 8" O.C.(GOMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131" X 3" 8" O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 16d 0.162" X 3 %- 0,131" X 3 -A" (2) 16D(COMMON) SEE PLAN (3) 16D ( GUN NAILS) BEARING W60D WALL SCHIiDULE MARK STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM SPACING SPECIES CAP.(Plr) NO BW1 16" (2) 16d TOENAILS (2) i6d TOENAILS $PF UPLIFT BW2 SP2 W/ (6H10d SP1 W/ (5}10d 16" STUD, (6)1Dd PLATE STUD, (4)10d PLAT SPF 402 BW3 16" (2) SP2 W/ (6) 10d (2) SP1 W/ (6) 10d SPF 803 STUD 6 36d PLATE STUD, (4)10d PLATE NO BW4 16" (2)16d TOENAILS (2)16d TOENAILS SYP UPLIFT BW5 SP2 W/ (6}10d SP1 W/ (6)-.10d18" STUD 6 10d PLATE STUD, 4 10d PLATE'i SYP 439 BW6 (2) SP2 W/ (6)10d SP1 W/ (6}10d 16" STUD, 8 10d PLATE STUD (4) 10d PLATE SYP 878 NO BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT BW$ :SP2 W/ (6)-10d SP1 W/ (6)-10d 12" STUD, (6)10d PLATE STUD, (4)1Od PLATE SPF 535 BW9 12" STUD, 6)10d)PLATE STUD, (4)10d PLAT SPF 1070 BW10 121, (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 BW11 SP2 W/ (6}10d SP1 W/ (6}1Dd 12" STUD, 6)10d PLATE STUD, (4)10d PLATE SYP 585 BW12 (2) SP2 W/ (6)10d SP1 W/ (6)-10d 12" STUD, (6)10d PLATE I STUD, (4)10d PLATE SYP 1170 8W13 NOT USED TOP OF WALL OUBLE 2x TO PLATE MASONRY WALL OR SEE PLAN ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2z HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH SEE MSO3/S1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MIDSPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS W TOP & BOTTOM EACH END FOR WALLS 7 1.. PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2" A.B @ 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMET PAST STEP DOWN. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD 0 32" O.C. 7/16" OSB PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4"oc SEE GENERAL NOTE #8 BRG. WALL DETAIL IN FELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO, 2, ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED. 4. SP4, SP6 AND SPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE W .1 R INDICATED DETAIL F06/S3 0 C TED FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ Bd NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS CTI NS FOR SND SPACING AND GRADE 8. IF THE BEARING WALL IS INDICATED WITH THE SW1, BW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SPl/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= OA48" DIA. x 3".. LONG BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) • 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M OSB FUTCH PLATE NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) • 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FLITCH PLATE NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -13/4' x 111/4' LVL CONNECTION: PROVIDE (2) 2.OE Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SDS WOOD OR (2) SIMPSON HETA1.6 TO CMU SCREWS 0 16" O.C, TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2) -1 3/4" x 11 7/8" LVL .2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" 0-C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)-13/4"x16"LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) TOGETHER USING (2). ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016' O.C. TYP. OR (2) SIMPSON HE-FA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3, BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS OH1 (2) -2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) -2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET OH3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H5 (2) - 1 3/4' X 11 1/4 ATTACH TOGETHER W/ (2) ROWS 1/4" X 312' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE H6 (2) -1 3/4" X 9 114 ATTACH TOGETHER W/(3) ROWS 1/4"X3 12 LVL 2.OE Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2X4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (1) (2) (1) (2) 4'-0" 9'-0" (2) (3) (2) (2) 10'-0'-16'-0„ (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS LINO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL'' BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" O.C. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER 1S NOT SPECIFIED CONTACT E.O.R. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION GREINF. GRADE SEE PLAN cl 16" (2) #5 REBAR FM01 SINGLE STORY FTG REINF. SEE PLAN_ #5 REBAR (*) SLOPE MAY VARY 24"' MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION 3" OPTIONAL CURB FOR F F VARIES MASONRY @ ELEV. 0'-0"- W/ (1) - #5 BAR CONT. " • ° r r , 0 ) J 2 STORY: 20" X 2.0. REINF. ry W/ 3) - #5 CONT. SEE PLAN • BEARING 16"(2) # 5 REBAR 1/2" =1'-0" FM02 I SECTION @ GARAGE 1/2" =1'-0- FM03 I THICKENED EDGE (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR, EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FR. ALIGN DRIVE W/ BOTTOM OF 'p-,, 2 STORY: 20" X 20" RECESS & PITCH DRIVE ry 4" CONIC. DRIVE W/ 1/2" EXP W 3 - 45 CONT. JOINTS 10" O.C. TYP. 16.(2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1, = 1-0" 2x BRG. WALL 2 STORY: 20" X 20' (SEE FLOOR PLAN W (3). #5 CONT. FOR MORE INFORMATION) T 245 REBAR I FM1.1 STEP DOWN BRG. 1/2" = 1'-0" = OPTIONAL CURB SLOPED GROUT SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" n�+l SEE PLAN ELEV. 0'-0" WITH S. CURB 0 w TYP. SEC. (1) #5 BAR CANT. (G.C. VERIFY) Z 1 F.F. REINF:. i iO i �; ► (SEE PLAN) d 2 #5 CONT. INSTALL LINING MATERIALS PER °� - '' w L• 2 #5 BENT BARS W/" e MIN. 25LAP SPLICE ` T rn' I FBGR P270 9.2 MUDDED FLR. 16" ` SLOPED TO DRAIN MIN. #5 CONT. E FM14 SECTION @ RECESS SHOWER 1/2 =r-o FMI81 TYP. STEP FTG. DETAIL ALTERNATE: " THE REINF. BARS SHALL BE GRADE REINF. 8 CONTINUOUS AROUND CORNER ' #5 CONT REINF. SEE. PLAN < BY COLD BENDING THE BAR WITH SEE FIND. FOR MIN. BAR LAP OF 25" QUANTITY L 77. #5 X 25" X 25" CORNER BAR ONE CON E ) FOR EA. HORIZ. 3 REBAR, TYP. U.N.O. a ..• T (2)#5 REBAR 5 18" e A/C CHASE 2 STORY: 20" X 10" : 4 PVC SLEEVE THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/z"=r-0" FM23 TYP. FND PENETRATION 1/2"=1'-0. I! STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) IN STEM WALL d 1 STORY d 2 STORY b 1 STORY b 2 STORY 0%0"-2'-0" 8" 1W 16, 20" W/ (2) #5 BARS <674# 61B" >2'-0"-3'4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'.4' >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) 45 BARS 845# 4'.O" >4'-0" - 5'-4" 16" 16. 48" 48" W/ (6) #5 BARS CONT. &#5 @ 18" O.C. TRANSV. 1162# 2'�" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL 1' SEE CHART ABV. -MAx. F.C. n ; ^ '� SPACING (O.C.) a �� W.W.M, TO BE TIED TO#5 CONT. REBAR , (1)#5 HORIZ. CONT. TIED TO EA VERTICAL REINF. BAR #4 TURN BAR ® STEM WALLS GREATER THAN a) #5 #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. u FIN GRADE. 8" MIN. + TO TOP OF _ STRIP FIG. COMPACTED CLEAN FILL IN MAX 12• LIFTS .. STRIP Fro. W/ QN OF COVER / REINF. PER SCHEDULE �I�"MIN, d (3 SHOWN) i FMASW I STEM WALL SCHEDULE 'N JG a1$g4 w �Jy o C4 CLY * UJI •LOP •` Q11 � �a nleeTeP. zd iN .01 ot¢auij -SIaS O az0 "go$LL LL Za z J a 8�� 0 ° WMN.FDSENG.COM ❑ ❑ ❑ U M � z z r ¢ o J a 0 T � E I �V Q w v)c m T(j 0 "Vm I _ wOry�o fffff���� IS IrP a m o ® DAMS HOMKS I FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST.ILUCIE VT Job Information: a n IF": G E C(.ot a L CIE BOG( 0 e W U m o > Ln m 0 G NOTES: 2 z N� 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL °' Ind INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM 120 O _5 I"LJ cw o SPACING STATED IN SCHEDULE 0 J 00 L. 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND y VERT. F.C. ABV. FDN. WALL WHEN STEM WALL EXCEEDS 4'-0" FlBERMESH CAN NOT BE USED AND' Model Name / Number: PER PLAN SPACING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO E NOTE TIE INTO VERTICAL BAR AND EXTEND OUTA MIN. 4'-0" INTO SLAB/ STEM #g 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO 2010 CONSTRUCTION FOR MORE INFORMATION 6 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK V Plan Issue Date: FILLING IS TAKING PLACE 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" Friday, May 8, 2020 * O,C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" KA PROJECT NUMBER: TALL (TYPICAL ALL CORNERS) f-SEE 6.IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS20-1410 E 5 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 2 8. R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE N PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. o Sheet: A w 1 Of: 9. EXTERIOR SHORING B-0 Y CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'" TALL vK . SCHEDULES & DETAILS NT3 LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING RECEPTACLES RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 2,010 x 3 = 6030 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 15GO DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 1 200 GEN LIGHT'G & RECEPT. + APP. CIR. - 34,580 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,580 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% =10,000 + 40% OF A" = (.40 x 24,580) = 9,832 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,832 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 166 200 AMP PANEL PROVIDED ASSUMED EDGE OF WALL 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL 24.11ALTERNATIVE PROTECTION BARRIERI N.T.S.I I INSTALL FAN BOX PREWIRE�I FOR D/W \ GFI \\ \ r- --, ------ `` Fl A I i is FlI I FOR HOOD O R 12 GFlI - S - 220 T INSTALL FAN/ A BOX PREWIRE GFI WP GFl CT 220 I F I I GFI . @42"I 2" UT, 220 GFI 1 A @ 42° \ ( Q'I`TIC ALE@TRfC) ' IF REQ'D BY CODE; / % I 1 NOTE: / LOCATION OF METER AND PANEL BOX TO BE BY BUILDER. IF NO GARAGE SERVICE DOOR IS PROVIDED A DISCONNECT SHALL / w a BE ADDED AT METER LOCATION. 6 EE LJLI /. F Z a y} ' w w -(r / GF @ 4, GFI FOR GARAGE DOOR OPENER __________________, I I I I I I I I I I I I I I I I I 1 1 I 1 I 1 1 1 1 1 1 I I 1 I , I 1 I I I I }T - — - — - — - — - — - — - — - — - — - COACH LIGHT — NSTALL FAN BOX PREWIRE 4VP GFI ATTIC ELECTRIC - n IF REQ'D BY CODE / 1 I , d e FAN , 1 PREWIRE I % , I 1 T -- —— I I I I I I I I I I I I 1 I II y I I II T I I \1 T 1 TTT 1 I � 1 I , 1 — I 1 I 1 1 I I I 1 /I I I I i I lel , Ipl WP GFI I 1 a IMI lil ICI lel , m le a_mo ---E__=--- -e NOTE: KEEP COACH LITES OUT ' OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. LIGHT , I , AT 1 c I ACCESS A SCALE: 1/411 = 1'-0" /ir J Jj �1y 1NSTALL FAN 6� BOX PREWIRE AL PLAN "CR" ELECTRICALNOTES. 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. ALLTRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBCR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OFTHE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 1811 FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBCR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BL 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 TO BE 100% CFL BULBS ELECTRICAL LEGEND (no SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR $3 THREE-WAY SWITCH COMBO UNIT $4 FOUR-WAY SWITCH FLOOD LIGHT $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET o CEILING FAN 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT u) ' 2 DOOR BELL CHIMES It WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL T.V. CABLE OUTLET LD DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX ❑ WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING (� BATH FAN W/ LIGHT C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOORPUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFYFlNAL AMPS NEEDED SAMEAS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 2DO = 2/0 COPPER OR 4/D ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BV POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # B TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN, 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. REVIEWED F'r-- CODE COMPLIAN ST. LUCIE COUN`, BOCC 1 g $— (0 CO N OD 5 a Ho e �U�m LL $ 'ffl D mmm Maps u a W Vi W 41'L— y�$ Zcviga. Z.O _ gM 49 Wm �`"� £�a 8 2RS ffly m d a 0IL 0" o: o y �8- 2 UOE� $ � VANW.R�EN6.COM Z N 7 z m z o J a 0 _ Z o il��l�JJlfp w r a -� E D.0 w t/T c p m U ENE ° 0 F o. S c py vo A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O I_ LLeI Y r LO N ccn N z m o a 0 J L t 1 ZD RlRl LL J m (n � Model Name / Number: 2010 Plan Issue Date: Friday, May 8, 2020 KA PROJECT NUMBER: 20-1410 Sheet: 4 Of: ELECTRICAL PLAN TOP OF BLOCK f u". 1=1 48" OFF RIDGE VENT TOP OF BLOCK C GO pp (D FIN. FLR. 48" OFF RIDGE VENT RIGHT ELEVATION SCALE: 1/4" = 1'-0" 'IN. FLR W'DOW HEAD HGT LITE TEXTURED DECORATIVE CEMENTITIOUS COATING FL ■ DBL 25 SH 25 SH ■ lit DBL 25 SH 1'-7" COLUMN DETAIL SCALE: 1/2" = 1'-0" 2868 DOOR REAR ELEVATION SCALE: 1/4"=1'-0" N 16'x7' OVERHEAD DR. LITE TEXTURED DECORATIVE CEMENTITIOUS COATING iD N P OF BLO 48" OFF RIDGE VENT 25 SH 12" x DECO LOUVER (TYP OF 2) LITE TEXTURED DECORATIVE CEMENTITIOUS COATING I CLG_LINE 8'-0"A.F.F. 25 SH 48" OFF RIDGE VENT 25 SH 3068 S.C. w/ KICK PLATE 4'10" COL ON 30" HIGH BASE NOTE: 35 WINDOWS CHANGE TO 25 WINDOWS FOR THE CRAFTSMAN ELEVATION VENTILATION CALCULATION Formula = SF / 300 / 2 * 1A4 = net sq Inches of venting needed euually for Intake and exhaust Soffit product provides 4.12 net sq in/sf. Ride vent provides 18.00 net sq in/If- Off ridge vent provides 28.00 net sq in /sf- Overhang distance 1.33 ft S.F.of Area to be vented (SF) + 2722 s.f. Total needed for exhaust for ti er 1/3 653 nets inches Total needed for intake Isoffit area, lower) : 653 nets inches , Number of Off Ridge Vents for upper 1/3 needed 6- LF. of Ridge Vent needed can be used in combo with ORV) 36 Lineal Feet of Soffit needed to meet required 119 Lineal Feet of Soffit provided by plan 192 LEFT ELEVATION SCALE: 1/4" = 1'-0" in ■■■ IN ■■■ I■ ■■■ . • rrn.�ea '— LITE TEXTURED DECORATIVE 2' 0" CEPAENTITIOUS COATING FRONT ELEVATION "CR" SCALE: 1/4"=1'-O" TOP OF BL FIN. FLR_ ° ffeO -MF? ' we°e ti� . I... �6 _ 8 `yo < •Y�'J'�F c � �'t .az:antttat c'd ' 8 81LO LO N a '^1wI .f 3 .,. Q .i ce M N OD OD ±k ik ±F i E gg,@ QQO Nnrn I�sm� sI�Eb 0"i Q mine (lta-?Z �v,rn w a p �' o Y�tiS a W w F 2 aLL 13 0 z8 i a 3 z o o e �g�t m m sg I:G MM! d m WQ J - ti S N'�� 111311 VAY`W.mSENn.COM Z (i/ M 0 Z N O M o Z Q v J o_ — z Y a 4-J Do V1 0 m cro m E a1.: 08 _ ® °' U ® C N?s r%AMC {JAMCC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 QULFBREEZE PARKWAY QULFBREEZE, FLORIDA 32563 PORT ST. LUCIE —1( IVI Job Information: 1 gg::=O m LO N � U � d m m ai z N N H U coa E i a pJLu:D JmCn(n DO Model Name / Number: 2010 Plan Issue Date; Friday, May 8, 2020 KA PROJECT NUMBER: 20-1410 Sheet: 5 Of: ELEVATION - CR SEE DET. TB03, G.C. TO PRI BLOCKING' W/ APA RE, FOR SPAN I 7/16- OSO SEE "HIP/F BLOCKING" 20'-0" MAX 20'-0" MAX ** 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 SECTIONS EQ. o W CONTINUOUS BOTTOM CHORD "X" BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL T604- - - - DETAILTB01 OpOMPLY ^ :OMENDATIONS Q - - - - tATING OF - - 4 IDGE v - - - DETAIL - - - - - - - - 0 a 2 W 4 q - - Q a Q N V TOP & BOTTOM CHORD GABLE END BRACING @ ---/ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBOS I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN Nrs ----4------------------------ -------_----------------- 1 1 i I � 4r. 2 F I 7 r I I ,F I O 5 FP. 4 FT. 2 I O 5 Ft. 4 FT. 0 L _____._____- I I I IlY A I I 1 I , 4 FT. 4 FT. 4 Fr,,,- 0 O ROOF NAILING ZONE DIAGRAM O NAILATBASE 2ROWS@4"OCW/WCOMMON NAIL ROOF NAILING SCHEDULE: © NAIL AT TOP PLATE TWO ROWS.@ 4. QC.W/6d COMMON NAIL O NAIL OPENING PERIMETER T O.C. W/8d COMMON NAIL NAILING ZONES (SHINGLE AND TILE) @ O ZONE t 8tl RING SHANK NAILS @ 6' O.C. ON EDGE AND 8" O.0 IN FIELD ZONE 2: 8tl RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD NAIL INT, AT 3" O,C. W/ 8d COMMON NAIL ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD O STAGGER ALL VERT. JOINT'S & NAIL @ 4" O.C. (NOTE: IF 5/8" PLYWOOD IS USED; CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL SHANKNAILS) ' O PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER NOTE: W/ 8d COMMON NAILS @ 4" O.C. GO (2) 8d NAILS@ 3" D.C. TO EACH TRUSS END OR @ VERTICAL 7118W OSB MIN. (SHINGLES) SPAN RATED 24/16 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 2 1/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS; FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8". STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 160A x 13/4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32" OSB (2)- 2x TOP PLATE 15132" OSB EXPOSURE! EXPOSURE I BEYOND SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2x RIBBON -V VERTICAL OR BLOCKING BETWEEN FLOOR SYSTEM '---11--IC--T-- II I I I II II If II II If I SOLID 2x BLOCKING @ ALL U4 �w III 111 11 II 11 1 SHEATHING w z� 111 III 1 11 11 1 EDGES (SEE III III If C it I I SECTION X-X) III OPENING 111 11 1 1 III III - r - III r I II N II II II III II II II III 11 II II IU II .� - -Ir. if II I 111 III BEYOND. .BEYOND. rn a- If II I II II 11 SEE PLAN g III If II II II II I'z II I I I it -I I If 11 II 11 I I - HORIZONTAL WALL ELATION DIACRAMEL�ATION DIAGRAM "S" = NAIL SPACING Lu ham- I- Tn Y6KpT%i O Ali ml,_ ¢ -FgwF N W 00 ILy LL 2X4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7116" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. ALTERNATING STAGGERED BLOCKING SECTION X-X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE 7`11313 1 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 TY CONNECTOR SCHEDULE FOR: ADAMS HOMES 2010 ELEV CR W/ 10' x 20' Lanai TRUSS ID BEARING POINT TRUSS ACTUAL - CONNECTOR ID CONNECTORUPLIFT rFa FASTEN Y2 I' r N05.5 UPLIFT` DESIGN RATING .' CI - CS, E7, H7 L/R -465#or less HETA16/PER TRUSS MFG 1810# (9)10dx1 a CSP -CSP, E7P, H7P L/R -414 #or less H2.SA/PER TRUSS MFG - 600# (10)8d B02-B14 D03 - L/R -885#or less HETA16/HETA16 1810#/1810# (9)30dx 1-1/2" (9) 10d x 1-1/2" A15, 915 919 - L/R 879 #or less HETA16 /H10A I830#/1340# (9)SOdx 1-1/2" (18) 10d x 1-1/2" L05 L/R 960#or less H10A/H10A 1340#/1340# (18)10dx 1-1/2" (18) 10d x 1-1/2" IDS L/R 1642#orless (2)HTS20 / (2)HTS20 2900#/2900# (48)10d x1-1/2" BQ)< L/R 2019#or less (2)HETA36/(2)HETA16 : 2500#/25G0# (18)30dx 1-1/2" 18 SOd x 1-1/2" Alb L/ R - 1853 # or less (2)HETA16 / (2(HTS20 2500#/2900# (48) 10d x 1-1/2" A16 SUPPORTCCli.IM�1 °' R -1853 #or less D7T2Z 2145# 2" WA § SCREWS (8) 1/4" x 1-1/2" (9)10d x 1-1/2" 701,1`02 : L/M/R' -1327#or less HETA16/HETA16/H10A 1810#/1810#/1340N (9)30d x 1-1/2" (18) LOCI x 1-1/2" D04 CONT. - 100 PLFor less 15d 402 FILE (1) 16d @ 4" D.C. PER' �1,L'1/54 TRUSS MANUFACTURER: - PROBUILD/BF5 DATEOFLAYOUT: DATE OF TRUSS CUT SHEETS: 7/12/19 L� LEFT, R= RIGHT& M = MIDDLE BEARINGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAW I NGS. ALL CONNECTORS ARE Si MESON PRODUCTS �1►\Ii�IT_.R!�!t!1�111f•._.�Jl�a!�!�I��i�i I• I�II�I�I�III�IIr I• I• I• I• I" I� I• I• I6 SIMPSON- CONNECTOR SCHEDULE LISP- CONNECTOR SCHEDULE TYPE CONNECTOR 6 FASTENERS BPF BYP CONNECT0126FASTENER3 OFF $W FRAME TO HETAIBW(B)10dxt IIT GW 1610 HfA16W (t0ltOpxttT4'OR IRS 1870 MASONRY HETANW(W10dx1VT `F M�To H29AW(11HUM0LS SHB E6fi RTIAW(l(HSd NAILS b16 6B6FRAME r�K TO HlMw/18)IW x 11W 101B iNo fOiBAvdP7110dxtl1T ON ION FRAME HIM2W(M)tMxllITAT2AYTRUS6E6 Ow 1080 M9W(1N)lNx11/TAT2PLYTRU53E6 05 JIM FRAME TO MTS12 wR11111M1xil?P.T EXTERbR MRN12W11411pdx11Yl'(AT EMEMORFRAME LOCAYCHINCLUDEI9)IMTOENAILS No LOCAMONINCLUDERHIM OEMALS) low 1106FRAME TO MGT wR22)1Otl NMl9 ANO6M' A.TA. WIT MUGTISWMM10dNALSANDMB" AT.RW FRAME TO NT620 w/(241100x11R"(ATEXIEPoOR HiWtO W(24)100 x.11/2'(ATEKTERIOR V FRAME LOCATKNJ NCLWE Or"TOQJMUS 1016 1610 LOCATKBI INCLUDE (311di0ENRL8 1�6 163U E TO (2) HTffiOWI4MIOdx 11/T(AT EMEROR &60 26i0 a1HIWNWi4SIl0d.I 'T IAT E)fIERHIS 3NO AME LOCATKXNMCLUDEfM1NTCPNALS LOCATIONINCWOE(G12dTOENAILS MAI2570 EW HOT2W(101WNAILSAM)(2)W A.T.R. IUMW(NHIN NMLSAM(2)&TA.T.R. ONRY WITEMBEDMENTWSMPSON' r low W 1rEMBEDMEMWSMMN•8EN 7@0 97NEPDXY(HOT4 FOR3PLY) E C*xm IGT3FOR3YLY) ME TO J.AI FGTRW(t8)1/4"x T9D9 w0oD SCREWSRFUB()ONRY moo IT25 AM 02j 112'xB'Tf1EN ID ANCHOR BOLTS (4)W4•x6'WEDGBJ30LT7100ME TOA(i) W .R1N•7D612 1750 MID 0NRrEEN2 ME TO WRIZ) IN8OM Lcr2 W EN (2KY & a R) (32) 0) IM"x21a`TITR (2PLVTRUE9) LOBO-M LUGwEo oLr(2 PMi6& 1(21 (a2) 1950DM to"xTWE00E-BSFORIIAMST-) 3100A/10DMNRY/ 8240.E 377of agOo-F 4B2o-FAME OR ReItW SNKERS FOR FRM4E (FA) pa(92)t6d SNIGHg FORFRAME(FA) '©MAMETO 3 MASONRY! (2)LGT9 W!)4J 1M'x3'S03 SCREWS 6(8)WI- A S' TITEN(2 PLY TRUSS) 4MM W70-M (21LUGT3WQ4)V4'x2IXW32a SCREWS&141WTSTWBI2PLYTFsJN) &1SON 70WM FRAME OR= IN SNKERS FOR FRAME MAI 80taF BMM-F Oq (6B1 tea SNN6L4 FOR FRMIE(E!N 61aDF 7T10-F BMAMTO HWIOWTH1JMl0.F9)l&A(IQ)10p (p2Be0 HOiIOOPT VU11dFWI2y lBp A(10)lOtl NISNO 1✓ BEAM NVIA LWINS MILE U01950 BEAMTO HU410 OFF HUC410 w/(18)TITEN QNM MN10 OPT HD41OF W 120) IW x T GM55 V MASONRY 1W,2 S4.& 00) IN NAILS max, WEDGE-SocTallopUNAILIS LM60 BEAMTO MASONRY! HU4BOFTHUC44VHH INHALE A (I2)1M'x23/4'TITENfTOMAS.) abluo U9990 NNII, UP1135 H04B OPT HUMW(e)t04 NAl19& (12)I1fx2314'TAPCON5fF0MAS.) WON M030 CMNI& UM50 FRAME WP2)IW&M)I0d(F0RRiAWo SYPF SNP-M ORO2)IDd&FRlW(FORFRAWo SYRF SW-M Y..l FRAME TO (2) WTAI6 OPTR) HErA20 19N 191M (2) HTAISOPT(2) WAN 1070 1♦J/ MASON"TRY 1-PLYW(10)f N X11 vTCR 2365 THIS 1-RYW(10) INXI 1/TOR 2X W 112) IN 28LY W (12)16d HTSMI/W(O1WMMLSAND 14) 1MN2 III M6 1110 H'IWM16W(6116&RAISAND(4) 11"zl W4" 11M 1226 y� FRAME TO TAPCONN WEDGEI �"A MASONRY OR OR WSM20 W F0FW NAILS AM (4) IMN21M' NO 1110 HYMN w/ 1R oil N NAS AND (4) IMN13M` WEDGE -DOLT 1140 ins P FRAME TO H103W(S)W.11?NAILS AfA (Z)8M'M" Teo 9/0 MASONRY WAN HOFRAMETO OTi2ZW IRA lw,ci 11T 6DSWOOD DTB-RWl6)ib'x111T W810W000 MA901`RV BCREW6M'U (i)tIYBA.i.R EPDXIED./ 1895 TIM SCREWSATO (i)12"00.T.R EFOMEDW 1510 Ins SMPBON •SEr'BEE NOTEM SIMPDON"BEi" ENOTE 61 ETO MTBW(26)16d Xlfre NMI9 ANDII)MT G HTTMW(N)lWxI IM'NA1,80ND(t). RO MA9gNM' ATA O)OED IWW60N 1IEN 4375 SON &TSA.T.R. EPOYIEDWSI.PSON EEP SWS E NOTEM BELO SMNOM"B6L0 y�A FRAMETO FRAME TO HR4W(1&)18tl#Ire NAll9 ANDliI&PB I HTT46WIle)lBp r2112'NALBAND(1) V ATAE1PDoEDw161MPSCHN "BEN 3640 42M &TBA.T.A EPOMEDW/SINDBON%ET - 41M lS NOTEM BELOW) MEENOTEABELOW! O FEHCE 2-N ILS HIOSWMM1WIct 1A 70 910 LU1 W(M)8px11/2'NMLS 13T no 104E OFRAMETO 4W9KTW(x)ta'kI VTSDSWJDO 760 1 R WW(8)1wx1NSNNLS& Mp90HRY SCREWS&(511a'x2114'TAPCONB 700 1 (4) IW.13N•TAPCONS 1385 1395 FRAME TO VGT W (19)14W SDSNOODSCREWS& V MASONRY (1) 61879AT.R.EiKIOEDWSMPSON•SEN 3665 4940 W 1r MIM EMSEDNENT TO (x)VGTW(32)lM'M3'SDSWOODSCRFM OFRAME MASONRY &(2) 6/B'9 A.T.R. EFOWED W SIMPSON 0170 7185 °HET' W IS MIN. EMBEDMEM FRAMETO VGTW 1/4'4• ON MOO SCREWS& HOU4OWZ5 W(10) IM-W If? ON WOOD nabs4NM MWTIS W(22) IN NNLS&HTT95 W(18) 1J FRAME SCRFM&(1)yTe AT.R. IWNVt9&ft)d0'BA.T.R. 41W OFMNETp Y T& (2) HTW(52) 1 WX211T NAILS& d3r" (2)b1TT4&WI6211695G 1IY NAILS FRAME III518"O AT.R.MEENOTEM) 9080 8(ibM'O AT,R (BEE NOTEM) on ;f$NCLMI f.IWNCRfflQuQuIll, i. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS/B@AA 1(2) UA TOENAILS. 2. ALL T WTOTRUM3 NECTNINSAREPROMDED6YTRU09MANUFAOTURER, UN.CONPUAN. 3. G.C.MAYU EITHERSMPSONORUSPCONNECTId4SSF MAMINOKMN c ONNECrmcC oUT. 4. FOR SINGLE PLYTRUSSES, SCAB ON FULL HEIGWSYPM TIN'TOTRUS6 VERTIGALWESW(A ROWSOF IN NAILS B TOE. STAGGERED, 5. 12' "N.A.T.R EI.BEDMENT@ CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORD Wow"2x SYP62(MATCH CHORD LIMBER SPE)wl (El Rows 10d@4'FROM ENDS 4'OZ. 6TAOOEREO; CFNIFA AT CONFECTOR LOCATION A6 MACH A3 POSSMLE. M IMMAL OONNECTOR U NO ON FRAMING PIAN 1. CONFECTION FOR ALL ROOT/FLOIX4TRUB8E8 TO MADONRY WMI9/4NFEL& ICE WALLS UM ON PLAN 2. CONW"MAT24"ORWO.C.PENdNGVEMT SFORALLADGRMbBSE6PARALLELTOMA60NRY WALLS SEE OVAL F612/63./ FOR MORE INFORMATION 3. CONFECTION FOR NI HIP JACK (COFFER JACK)70 MASONRY WALL&lof N'ALLBILINTELS 4. CONNECTOR FOR NJ.CCMiN0009 RIM BOARD TO TOP OF MP90NRYA�yr�D.0 MAY. vRDATEACH COR ,GC.TOVERFYLOCAOE 'rMDSNMCq FUCTWTJIOFAPPLI�LE)(AYWT S. CONMCTALLFLOORTRUSMSMIN7ERIMR MNGW00DWALUSEAMbV(2),MTONNES V MIMMALCONNECTORUHOONFRAMINGRAN 1. CYJNMECTON FOR JACKTRU99 TO WOOp WALL OIi BEAM MIMMAL CONNECTOR UNOONFRAMING PLAN 1. CONNECTOR FOri NlttiU99E5TOINTERbRIExiERIOR BEARINBW ALLSgrobP BEAMe ROOF 1.SHINGLE ROOFlNGSYSTEM VE MIN. PRE-ENGINEERED WOOD.TRUSSES AT 2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN W ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BYTHE 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 THEE.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE RENEW 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 FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL SEE TYP. WALL SECTION 2x4 P.T. FASTEN TO G.M.U. W/ 11/2" LONG T-NAILS 0 2'-0" O.C. S'ECUREI-0HANNEL 0 12' O.C. 0 METAL DRIP EDGE -7 2 x SUB -FASCIA CONTINUOUS VINYL ®G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDINQ WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL TJ"�- LTV PTO C103 ro Sg�F OS gg baRyyR�ggkk�� £3wD 4�M�j LL LL LL `,15B 9�R w Q ppD W 4sbW ®?w= wl7 9W ¢ m ZEll L CIO .T.SEs0 "r w �' � www.wsENGcaH ❑ ❑ ❑ ZI 09 N p N z� a� - Y 93 E U w r o c m a T C4 l m c FONv Q rnom b A DAMS! H0M9S fl 11� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 y 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a DIVISION LOCATION: PORT ST. LUCIE Job Information: cS UR EVIEWED FOR MODE COMIPLIANC a zr. LUCIE COIPVTY� W BOCC C v 1- o IS. M N (0 N N N v F- Um o e L O J W CR LL -.1 co U) (n 0 gVI Model Name / Number: 2010 u VI Plan Issue Date: d Friday, May 8, 2020 $VI KA PROJECT NUMBER: :220-1410 Sheet: Of: N F-- N ROOF PLAN B UNTELBEAM: --► 1 COURSE LINTEL BLOCK W/ 14 51TOPOI ON-SHEARWALL SEGMENT BAR & SOW PSI LAP UT,(AC fT7- 5130)25" TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BILK. CELLS WITH 3000 P.S.I. GROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEEPLAN AND FLOOR PLAN. FOUNDATION PLANMIN. LAP 25" (ACI 530) FOR MORE INFO 111b, MS02 TYPICAL SHEAR WALL SECTION TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #6 REBAR CONT. SIMPSON SP4 WAS) -10d X 11/2 SP6 OR BPS FOR 2x6 AND 2x8 WALLS DOUBLE 2x TOP PLATE )' STANDARD HOOKS SEE MS05FOR MORE INFO TYP. FILLED CELL W/3000 1, P.S.I. CONC. W/1 #5 REBAR VERT rLS BEARING WALL SHEARWALL FRAME WALL,M.U,2 sYP/SPF r.T. w//2^ X 8" 7^ BOLTS O/2' X 6" EXPANSIONORS OR (6) 3" X 1/4' ONS OR7/8" HILTI TW DNI - 2x BASE PLATE SEE - PLAN FOR MORE INFO " MS03 FRAME (EXT/BRG/SHEAR) WALL TO N.T_s. MASONRY CONNECTION DETAIL #5 REINF... 20" MIN, LAP BAR. A #30R#4 REINFORCING BAR #3 A #4 1 AP SPI-ICF 15 „ 2 " MIN. LAP #b STD. 90° HOOK #5 REINFORCING BAR #5 i AP CPI ICE SCALEt"=1'-0" J 36" MIN. LAP � #6 REINFORCING BAR ' GRADE 40 U.N.O. #6 LAP SPLICE MSO5 REBAR SPLICE DETAIL GRADE 40 N.T.S. ATTACHMENT REQUIREMENTS SEE TAPCONS SPACING #ROWS 2 x 4 1/4^ X 234" 12' O.C. 1 2 x 6 1./4" X 28A" 12" O.C. 2 2 x8 1/4" X 2%" 12' O,C. 2 NOTE: TAPOONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. y �UNrEL-1 i (2)2X P.T. I > BUCKS W/ 1/2" O.S.B. BETWEEN FASTEN PT NAILER TO - MASONRY i IF DOUBLE 2X NAILER IS USED, USE 9/4"X 4 1/2" TAPDONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. SAIL RA OAO r PLF) 950 6113 2661 2661 "6113 4360 5206 5206' 6113 6113 iRAVI ST it UPLIFT LOA1D5 FOR: 2010 ELEV 4U5 1UU 8F16 - 1R / 1T 2707 1C�9 1624 440. 1624 101p ,2707 924 ' . ' 2080 386 2272 386 2362 440 352 ' 109 27n7 1010 0 •6 REBAR AT TOP MIN, N Ri un" CLEAR O.MAI. ® ; � aR= ' 0 R• REBAR AT BOTTOM C OF LNUL CAVITY BOTfOM.REMFORCINS T-a/6°AGTML PROVO N L"L i VARIE6) t" NOMINAL WON TYPE C)ESICsNATION F . RLLI'.P WITH GROLLT I v . UNFILLED r Q"XVTT OF b REBAR At BOMOM OF UNm- GAV1T SF16-I6/IT NOMINAL WOTN J Q14� OF 5 NOMINAL NEII ROAR AT TOP MATERIALS 1. t'c precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 pal. 3. fc grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Reber provided in precast lintel par ASTM A615 GR60. 6. Meld rebar per ASTM A615 GR40 or GREG, Prestressing strand Per ASTM A416 grade 270low relaxation. 7. 7/32 wire par ASTM A510. S. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed joints- 2. Shore filled lintels as required, 3. Installation of lintel must Complywith the architectural and/or stnrctural drawings. 4. Lintels are manufactured vAth 6-1/2• long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. Al lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longerwilh a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to Or located at the bottom of the lintel Cavity. 7. 7/32" diameter wire stimpS are welded to the bottom steel for mechanical anchorage. 8. Cast -In -place concrete maybe provided In composite lintel In lieu of concrete masonry units. l 9 Safe load ratings based on rational design analysis per ACI 318 and ACI 55D 10.Lintei min. depths are called but on lintel plan. If Contractor Installs a deeper IlrRel man intllcated on the plan, tloing this Increases the strength of the Ilntel and is epprovetl vi out on reining letter. If a smaller [Intel is Installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% it bearing length is less man 6L1/2". Safe loads for all recessed Ilntols based on 8' nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total SuPenmpdsed allowable load on the section specified. 4. Safe bads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addienal reinforced masonry above the precast Ilntel. 6. One #7 rebar may be substituted for two #5 rebars In 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of Support. 8- For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linearfoot. PRECAST 'W LINTEL W/"CRITI OUT SHALL BE FLUSH AT OPENINGS SEE GENTH TOP OF WALL LINTEL SCHEDULE FOR REINFORCEMENT HURRICANE R, R STD. 90 HOOK ANCHORS (TYP.I _y\ p n � REBAR ON BOTH SIDES STD. 90 DEGREE S OFOPENING U.N.O. ANGLE Saco P11 CONIC. W/1 #5 DIA. REBAR PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE OMU COURSE BELOW SILL& FILL SOLE) W/ (1) #S BAR FOR ALL WINDOW OPENINGS 6'•6" AND LARGER — a"x a, x IS, CMU Um.O. SEE FOUNDATION PLAN L SEE FOUNDATION FOR LOCATIONS PLAN MS01 I BLOCK WALL REINFORCEMENT N.rs. -TYP. BOND BEAM 2 8'x8"x16"K.0. T LINTEL BLOCK � RUL W/3000 P.S.I. CONC. W/1 #5 CIA. F REBAR E c 4 INDICATES FILLED CELL FROM FIG. TO D BEAM WfTH 1 #5 BAR MIN. n TYP. DOWEL 25" MIN. LAP (ACI 53D) M 9_ R W Z9 00 1 ��w 113 W �g � a ZaNa Z m0 ( i3 i• `o G f- I_ W`� m m 0 q� E3B f.7 c CI u7 c r 'tfi IM VAYW.f03EN6.COM ❑ ❑ ❑ Z r- N M M o Z •O J I OL. W O 0 c to` W ONO ;I Ot m�s QQ Q on ® DAMS HOMES �1��11111�� ��r. I Innlr•n FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Jobinformation: 0 I- REVIEWED FOR Z3DE CgMPEIAN0 cc 4) N CCU Z Q N I f"--�Um o a —� ® _3 U-I N a J M (n (f) CD , VI Model Name / Number: 2010 VI Plan Issue Date: Friday, May 8, 2020 VI KA PROJECT NUMBER: 20-1410 Sheet: / Of', LINTEL PLAN 2x6 #2 SYP P.T. W/ (2) %z"xS" WEDGEANCHOR 0 OVERHEAD SECTIONAL s DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o "J" BOLTS WASHERS SET IN s FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. O n a SECTIONAL OVERHEAD DOOR 9 WOOD SYP 2" X 6" o 5 r TRIM o c . 9 tt%IIII rill T I R c r� . 2"x6" P.T. WOOD JAMB R` T .•• \_J. V ��n DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER GARAGE SLAB T OF TYP. GARAGE DOOR f P e. O TRACK MOUNTING DETAILPLO e9 o r�d�Iird 6i 819➢, c Y '. li W a V MS22 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. v a g y W w r In 00 W $'p8- Di3 orb. (Ji m s_a'a O�mmd Lo 10 BLOWN -IN R-30 INSULATION PER FBC iO e O Z G € - i AND ENERGY FORM SUBMITTED WITH 1 �9a x w .6 3 z ° —BLOWN-IN R-30 INSULATION PER 12 PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) Y ' 0 Q .9 n g o p , g n W C m m co 12 FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION ; FIBERGLASS SHINGLES OR 2 PROVIDE BAFFLES AT EAVES' SEE PLAN ' TILE ROOF (PER ELEVATION) OVER APPROVED UNDERLAYMENT u 0 o O �" c G 9 8 "" SEE PLAN (FOR VENTED ATTICS) n S S Z a ° '5 —FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD PER FBCR 905.1,1 OVER APA RATED STRUCTURAL SHEATHING o v W �� www.wsena.con+ TILE ROOF (PER ELEVATION) TRUSSES @ 24 O.C. (SEE STRUCTURAL NOTES 'b � OVER APPOVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA � - I ' FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE) i; i - �� I - SEE ROOF PLAN FOR @ N ^ i 00 -- /\W,' Z N 0 PREENG. WOOD RATED STRUCTURAL SHEATHING , ',; , r I TRU55 ANCHOR SEE DLAN ( ) " - - - TRUSS CONNECT ON J] ro TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF SEE PLAN FOR - ,�-+-' -- ' - " INFO &LAYOUT DESIGN 5 Z m a a o � NAILING SCHEDULE) TRUSS ANCHOR SEE PLAN ( ) 1/2" DRYWALL �' �• • / ' , o FELT PAPER OR SEE PLAN FOR -� _ _ _ _ _ _ _ � W TO BE INSTALLED ON OUTSIDE TRUSS PLATE METAL DRIP EDGE TOP OF BEAM ; _x - I - - $ c z a Z I II , . , FACE -� I 3/4' P.T. NAILER • r •� r 2X SUBFASCIA SOFFIT. SEE ARCH. ; r-SEE ROOF PLAN - I :FOR BEAM SIZE& I r� tf (!) o. v CO , 1/2" DRYWALL PLANSra ; `,CONNECTION INFO ,. _ -, w METAL DRIP EDGE 1/2" DRYWALL CONNECT ALL 2x STU 2X SUBFASCIA CURTAIN NAILER II l x 4 P.T. @WINDOWS n 1 8 P.T. S.G.D. 8 x 8 x 16 K.O. LINTEL BLOCK v U O c 2 V)in x @ n O.H. W/ (1) #5 DIA. REBAR & c TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH. „ N c� E_EV 3000 PS] CONCRETE c t) PLANS PRECAST "U" LINTEL 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE SCHEDULE " i HB&G COLUMN WRAP OR g — 00 ago .FRAMING y U a V W/ MIN 7/16" 3 m c, SHEATHING ATTACHED PER ¢ o $0 a 4FJIOM 15/32" OSS EXPOSURE I ON NAILING SCHEDULE N � DAMS HOMES MAXIMUM OF (3) - 2X PLATES MAY BE O'H• EXT. WALL W/ ALL EDGES BLOCKED. SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. SEE FLOOR PLAN FOR � � w � ADDED BELOW THE HEADER W/ EACH PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" r COLUMN SIZE &BASE , ^ FLORIDA CONTRACTORS LICENSE N0. CRC1330146 NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. n MAX. SILL MGT. ON KFILL CELL -(1) #5 DIA. CONNECTION INFO. (n N ALL BEDROOM WINDOWS „ „ REBAR W/ 3000 PSI I I wS° E „ CONC. ALL LOCATIONS SECURE 2X4 P.T. BOTTOM 2 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW w/ SCREEN ;, SHOWN ON FOUNDATION ' ' PLATE w/ 5/8" x 8" GULFBREEZE FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN u &FLOOR PLANS , , o ANCHOR BOLT SET IN r LOCATION OF OPENINGS IN P I ' SIMPSON HIGH -STRENGTH EPDXY 6" MIN. EMBED. DIVISION LOCATION: EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULL i ; v PORT ST. LUCIE STUDS ARE REQUIRED), � y Jab Information: NOTE: 44" MAX. SILL HGT. ON j .•o: i ALL BEDROOM WINDOWS. r ' VINYL FRAMED WINDOW =° WINDOW STOOL W/SCREEN LiSQUARE 3 CEMENTITIOUS DECORATIVE FINISH 7/8" THICK PER ASTM rl PER SPECS n N PRECAST CONIC SILL CMU BLOCK BASE W/ C-926-98A " (4) #5 VERTICALS FILLED SOLID 1x4 P.T. WRAP or N �y PAPER BACKED FOIL R-4. SEE ELEVATION FOR MORE INFO IL STUCCO BAND O 2X STUDS (SEE FLOOR PLAN FOR MORE INFORMATION). SEE TB13 INSULATION AT CMU BLOCK WALL v PER FBC AND ENERGY FORM a: �' -EVIEWED,F®1�R 1/2" DRYWALL SUBMITTED WITH PERMIT EXTERIOR FINISH • m s ON SHEET FOR NAILING INFORMATION FOR , APPLICATION (SEE ELEVATIONS) a DE COM/P1a7ANICH �c. R-13 INSULATION AT EXTERIOR W000 FRAME WALL PER FBC WALL SHEATHING. P.T. ZX #2 SYP. BASE PLATE 1 x 2 P.T FURRING I x 4 P.T. FIG. DOWEL#5 DIA. REBAR NC 17" IN CONCRETE - 25" I ,� ®LUCIE 4m I '� N b) AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION w/ 1/2 x 8 A.B. (OR 1/2" x B" TITEN BASE NAILER E7" ND 530 ABOVE ( ) SLAB. ALL LOCATIONS SHOWN > a ° + �•' `= O HD) w/2" WASHER AT 32" O.C. WOOD BASE SEE FOUNDATION 04 N U WOOD BASE MIN. 6" FROM END - SEE WS07 FOR TERMITE SHIELD' ON FOUNDATION PLAN PLAN FOR FTG m :0-7 a SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR SIZES AND FOR SLAB INFORMATION TOP OF SLAB ' SLAB INFORMATION TOP OF SLAB LOCATION m ° J W � � �00 OnCnC/) c0 W _)u ,I t- '\ -ITx-. GRADE ;• ; GRADE Model Name /Number: 2010 1'�I w �? CLEANiv Oo 'SEE PLAN FOR. ,'• ' VI Plan Issue Date: COMPACTED FIH : ti m RE -BAR QUANTITIES • • ,• ; Tr • a" Friday, May 8, 2020 16° SEE FOUNDATION PLAN SEE PLAN SEE _ m VI KA PROJECT NUMBER: FOR FTG REQUIREMENTS PLANFOUNDATION Y 20-1410 n o Sheet: s-2 Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4- 1'-0" WS01 TYPICAL WALL SECTION 8" CMU 3/4"=1'-0" m CD23 COLUMN @ ENTRY - CRAFTSMAN STYLE N.T.S. TYPICAL FRAMING DETAILS !I i C N N O N Q U N WW Y it NO N n c v 6 3 v v v I v aaaY IIr11 0 T0, c : N Z '{ O'C L •• PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ 3 I TOP PLATE ATTACH W/ 3" O.C. OUBLE 2x4 r ±��i I p \O•`b (2) 12d NAILS O.C. TOP PLATE a Al •• • V°'` >; STRUCTURAL SHEATHING (SOLID BLOCK w/ 2x6) 48" .� �h,�h a ` 7/16" MIN. NAILED W/ Sd s It COMMONS @ 3" O.C. @ 2x4 STUD 4! ` . EDGE & 6" O.C. FIELD RUN PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE FULL SHEET FROM BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 a SEE GE05 FOR �` ` TO TOP PLATE W/ (4) 16d TONAILS (2) ON A. TOP PLATE STANDARD �` I ` SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD n GABLE END �� I �� (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING T� ` TOP PLATE W 8d 21 2" x 0.131 NAILS (SIM. w/ 2x6 1O ° * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF v N ` 12d NAILS @ 3" O.C. m TOP PLATE TRANSITION gg;�= '" co og $$ � (Nco ` ` ? PIPE OR DUCT w/ UBLE 12d PENETRATION THRU ° o � LL LL LL TOP SPLICE c8m 2 m¢v I+ +I y TOP PLATE. w/ MORE $ � o THAN 50% OF TOP J b "w a �' '+ a w N 2X TOP PLATE TO I o PLATE WIDTH INSTALL ROWS 12d _ = . P BIB 5 air GABLE END W/ 16d 3 SIMPSON PSPN516Z @ 3" O.C. R r O Z NAILS @ 6" O.C. I J W/ (12) 16d NAILS TYP."Mi Y of € W w c °i ~ m o 0 TOP &BOTT. N.r= Z� niq d ¢ OTTOM SPLICE Ln; gwc Ia @N a + +I NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS r ° s' a @ o o �.� TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA.. OVER STUD z o 2X4 STUDS @ 24" O.C. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ W/ SINGLE BASE &TOP (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO ; ° 4. �, � a www.FnsE1lG.coM ❑ ❑ ❑ TOP PLATE W 8d 2 1 2" x 0.131 NAILS PLATE W/ PLYWOOD * NOT REQ'D. WHEN QT SYSTEM IS APPLIED %� U o SHEATHING W z COVERING NOTE: _ PLATE LENGTHS MUST BE AT Z LEAST 8'-0" LONG. TYPICAL c ¢ o GE15 FALSE BEAM AT GABLE END N.T.S. WF17 TOP PLATE SPLICE DETAIL v, z ¢ M E ry m t r/ O ct Ifil w O ro ro L/1 m w S.EXT. OUT BEAM TO SUPPORT 144" SIMPSON HUC41-0 TRUSSES IF SPECIFIED ON PLAN .a = oo °D m av, ; BUCKET SEE ROOF -- U N o w G Q PLAN FOR MORE INFO ' ; 3 c 0) v o * CRIPPLES MAY/MAY NOT BE PRESENT. = a 4'm VERIFY HEADER ELEVATION ' SEE ROOF PLAN , ,1 Q Q 4 (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 16d 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) (ONE INTO EACH OUTSIDE FACE) (D = 0.107, Lr 31/2') OR EQLAL (0 = 0.162". L= 31/2") OR EQUAL HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) 2 (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 q HEADERANCHOR FOR BEAM SIZE & CONNECTION N DAMS HOMES NAILED TO TOP PLATES, ' ; INFO HEADER & JACK FLORIDA CONTRACTORS LICENSE NO. CRC1330146 HEADEERDSIZE N0. &SIZE OF RAFTER TIES - - - SEE FLOOR PLAN - T— , 3000 GULFBREEZE PARKWAY EACH END _ _ _, FOR COLUMN SIZE & GULFBREEZE, FLORIDA 32563 BASE CONNECTION INFO SEE R (2) LSTA 30 0 PT I 0 N A OPTION B BEAM SIZE 1/2" OSB FLITCH PLATE € DIVISION LOCATION: 10ENT NAILS ARE DRIVEN FROM 3) FOR 44'LY. PROMDE I/4'DIA.. 51/2"LAG N. SCREWS OR SHOWNSPACE AS FOR 3PLY) SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED v PORT ST. LUCIE SECTION 15 3 FUR 2) ALL NAILS EN'E7 ATE AT L°EAST13/4" OF 4) REFER TO NDS' SEE SCHEDULE COLUMN SIZE & BASE ON BEAM SCHEDULE/PLAN GP VI THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. 2X CRIPPLES @ 16" O.C. CONNECTION INFO Job Information: W/ SIMPSON SP2 TYP. +11, N WF37 TYPICAL COLUMNS DETAILS N.T.S. TOP AND BOTTOM 2-ROWS 12d NAILS SECTION I 0 N A -A €x STAGGERED @ ` 12" 0/C EACH SCALE: 1 1/2" = 1'-0" a r * WHEN STUD LENGTH FACE OR 3-ROWS [S LESS THAN 12" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH STUD WRAPPED OVER @ 12" 0/C FOR 2 x 30 OR GREATER HEADER A A m v O FOR OVERHANGS GREATER THAN • : FILL 1ST. 4 COURSES TOP PLATE & NAILED TO HEADER EACH SIDE 11/2" CONTACT FOR FOR �r •; SOLID W/ GROUT. (NO FILL ALL HOLES IN SEE PLAN FOR Y FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) STRAP DOUBLE 2 x #2 S.Y.P. HEADER W/ ., - TOP OF BEAM _ ". f a 1/2" FLITCH PLATE SEE ROOF PLAN a p L Lo lad NAILS @ HEADER. (U.N.O.) -FOR BEAM SIZE & .� W j2 U d S" O/C TYP. CONNECTION INFO - E FILLING AND BLOCKING AS -- m N N o DOUBLE 2 x 4 REQUIRED FASTENED TO CRIPPLE STUD HEADER W/(2) ROWS U O �- SEE FLOOR PLAN FOR °i '� O TYPICAL (U. N.O.) OF 12d @ 16" O/C UNLESS COLUMN SIZE &BASE N '0 O J LU ZD W NOTED OTHERWISE CONNECTION INFO N to J F.F. Model Name / Number: OVERHANG • �; • 2 x 4 STUDS TYP. 9 N - SIMPSON HTT4 W/ (18) N 2010 •• • ••,! v PlanlssueDate: , •:N EXPANSION ANCHOR ° •• W16" EMBEDMENT U.N.O. ° o OR81/ AT GARAGE Friday, May 8, 2020 * Yc HOLD DOWN CONNECTIONS fNG+ STEP DOWN •. m KA PROJECT NUMBER: FOR OVERHANGS BETWEEN 5/8""TO 1 1/2" NOT REQUIRED @BEARING P.T. BOT. PLATE • ----SEE FOUNDATION REVIEWED FOR NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. WALLS WITHOUT UPLIFT PLAN FOR MORE INFO N 20-1410 CODE COMPLIANCE ST. WCIE COUNTY Sheet: S-3 ♦{/ Of: MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. WFO9 WALL HEADER DETAIL N.T.s. CD11 COMMON BEAM ATTACHMENT N.T.6. BOCC o TYPICAL WALL DETAILS U *DIAGONAL SPACED AT 20'-0" O.C. MAX ' TO BE LESS THAN SAME SPACING AS BOTTOM CHORD LATERAL BRACING ,,- DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN OR EQUAL TO 45° 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. IN STRAPS REQUIRED. , MINIMUM 2"x4" -'ROOF Ed NAILS @ 4" O.C. ' CROSS BRACING (SEE PLAN FOR _ t - �. S EATHING, SEE TB13 2x4 SYP BLOCKING FOR SPECIFICATIONS LOCATION) BETWEEN TRUSSES @ 48" O.C. MAX. FASTEN TO EA. 2X4 Srp L BRACE FOR BLOCKING TRUSS w/ 3-12d NAILS EA. GABLES 3'-0" TO 5'41" TALL. END 20 SYP L BRACE FOR ' 2x4 SYP CROSS BRACE GABLES 6'-0" AND TALLER. APPROX. 8" FROM RIDGE ATTACH L BRACE w THEN 48"O. C. AFTER. NAIL w/ / 3-12d @ EACH END & @ @S O.C. CROSSING AT 450 ANGLE. GABLEATRUSLS (NOT REQ'D WHEN GABLE IS q ' 4'-1" OR SHORTER) FASTEN (1) SIM I§ON HGA10 12" LONG 2x4 #2 SYP BLOCK AT CONT 2x4 SYP SPANNING (4) BRACE CONNECTOR FROM BRACE LOCATION. FASTEN TO ' TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. m (3) 12d , W/ 3-12d TO CHORD (MIN BLOCK PLATE NAIL GABLE TRUSS B PER JOINT 1ST 4 BAYS) TO TOP PLATE w/ 16d NAILS @ 4" O.C. m CONTINUOUS LATERAL BRACING- 2x8 .T. PLATE � 1/2"x8"ANCHOR BOLT NAIL OVER X-BRACE AS SHOWN- 4 BAYS - AT 46" O.C. MIN. 3 INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP o w/ (3) 12d @ EACH TRUSS WEB MASONRY WALL N N Eyy d NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE i TRUSS w/ 2-12d AND 1 I TB13 FOR ATTACHMENT OVER JACK TRUSSES, SEE PLAN. S N N m T601 TYPICAL CROSS BRACING DETAIL N.T.s. T602 TYPICAL CROSS BRACING DETAIL N.Ts. 10-10dx11/2" NAILS iO-OdSIMPSON 1/2" FASTEN (1) SIMPSON HGA10 m @ 48" O.C. w/ 8 1/4"x11/2 OVIDE 2X4 MIN. BLOCKING AT BIDS WOOD SCREWS GABLE NAIL TOP OF "T" 2x4 BLOCKING w/ 2-12d TOENAILS ENTER LINE OF HIP/RIDGE, TYP. END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d' ETWEEN TRUSSES W/ (2) 12D FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ ILS EACH END TO TRUSS TOP BELOW, SEE PLAN. 10d x 1 1/2" NAILS ORD @ WOOD FRAMED WALL @ DUTCH GABLE . s p e,.�`��� s'E T • v �e RUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GEO7. GABLE END BRACING N.T.S. ° a _ .J.J . N4abut tCH WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP OADD -SHEATHNr—STRUCTURGLPACE *'.� G.T.- 2X4 ALONGSRIPPED 2X4 SYP #2 � TOP CHORD WHENAIL TO TOP CHORD CJ TO PREVENT SHE- - - - - OF HIPPED TRUSS W/ SPAN FROM EXCEHIP 12d NAILS @ 6" O.C.MAX 24" SPAN (EG.TSIDE OR BOTH IF m (2) 12D NAILS AT 12 D.C. MAX MINIMUM (3) 12dROOF PER JOINT MINIMUM 2"X4" SPF OR o SHEATHING m" _ N 00 SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING E PLAN m 2X4 BLOCKINGCJ nN§ qN9� �- BETWEEN TRUSSES HIP TRUSS m�J SECT- A -A � 1� N W 'aa1 d LL�a N as � s°g1133 Q�;� 6 3 01 TB03 HIP / RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. w Y F_ mb1 RIq 000 'L q�TeYI9 �6rnT M m m H aag=p1122BI ytE 3 fi ° w+VW FDSENG.COM 000 m [ z Iv M - TRUSS NOTES: N co 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP3-2014 $ \ , j a (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND r`oL a BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT d IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION 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 = ���/// a CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT z EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (OB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL q 4-1 rn u' LATERAL BRACING SPECIFIED BY TRUSS MANUR SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'�G' O.C. MAXIMUM. m o ru 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHERBVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. E U �O w o ���MMMM//// 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. m N c m o M SEE TYP. TRUSS BLOCKING DETAILS to .. Om SHEATHING m W O O QQ - C ti { V9.i 3 T04TRUSS x4 AS SHOWN TRUSS SPACES [ALTERNATE DIRECTION o V 7 Ct G DTo� am PUS E c E-DAMSHOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/(4)12tl TOP &BOTTOM OR HE SEE TRUSS NAILSI'll.' x - ` '' - OR HCLR/LL IN PLACE OF (4) 10D SEC N Tjb TO EA TRUSS TO c REQUIRED @RAFTERS GREATER THAN 8'-0" B8 FLORIDA CONTRACTORS LICENSE NO. CRC1330145 3000 GULFBREEZE PARKWAY SEE PLAN OUBLE TOP DOUBLE PLATE SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING GULFBREEZE FLORIDA 32563 PREENG. TRUSS TOP PLATE SECTION B-B DETAILS L 2x STUD WALL VARIES w/ ROOF DIVISION LOCATION: SLOPE SEE PLAN PORT ST. LUCIE 9 CONY. FRAMED RIDGE \ / \ Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 #2 (4)12d WHEN IT LANDS \ 2X4 SPF BLOCKING / / / \ SPF 48" D.C. W/ (4)12d TOP & BOTTOM OR H8 OR NEXT TO PRE-ENG. TRUSS 2r18 gLHING. NAI4EN \ BETWEEN TRUSSES / \ \ @ 48" O.C. MAX. / v' SIDE 12d IN OF 4) 12d \ REQUIRED 0 RAFTEHCLR/LL IR D RSE GREATER g REQUIRED w/ (2) \ THAN 8'-0" \ 2x4 SPF BRACE @ 48" O.C. - NAIL w/(4)COLLAR TIE \ \ 12d AT EACH END &SHEATHI TALTERNATE \RAFTEREVERY DIRECTION O 2X4 6LOCKING BETWEEN CBBEVEL CUTSTRUSSES W/ (2) 12d NAILS (OPRONgL) CD EACH ENO. CONT. EACH DAY B 2X4 SPF W/ (2) #7XS1/2" / /' TRUSSES g Z C LO ALTERNATING IDS WOOD SCREW EACH TRUSS BLOCKING OR H5 @ 48" O.C. / / SEE PLAN - >_ U PRE -ENG. TRUSS \ / / E cM a0-• CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ / / 0 !2 > IA 3 W N 2 N N / / Q SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / m O d g 2X4 P.T. BLOCKING BETWEEN 2X8 #2 5YP RIDGE BEAM TRUSSES W (2)-12tl NAILS @ DIAGONAL WOOD AT 8 -0" (USP MP4 @ 2'-0" ON CENTER \ \ / / O O r O EACH END TRUSS MAX . RAFTERS \ /\ / 2X4 SPF BLOCKING �/ 1 A/ / MA MAX. W/ (3) RI COMMON d COMMON TOENAILS TO RIDGE BEAM BETWEEN TRUSSES Y Y @ 24" O.C. MAX.w/ a1 ♦ Model Name Number: / WALL BELOW \ / \ (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN / • .\ (3)12d EA. END (TYP.) 9 CONO MASONRY 4 FT @ 2'-0" O.C. MAX W / (3) 10D COMMON E NAILS TO RIDGE BEAM SEE PLAN L A010 2X4 CONTAT STEEL OR WOOD N m T & B CHORD. BEARING SUPPORT to ♦" Planlssue Date: TYP. WOOD TRUSS BLOCKING A A ALTERNATE BLOCKING 1/2SPACE Friday, May 8, 2020 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING ♦ KAPROJECTNUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION or REVIEWED FOR Y 20-1410 2x4 S.Y.P. @ 16" O.C, �+ iiO®E COIVIPLI�_ r o Sheet: �-� Of: ST. LUCIE COUN'i TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N•T•s• ROOF FRAMING BOCC z AND BRACING DETAILS s w 11 FS 0 F THERMA-TRU INSTALLATION�� KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling Increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" 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 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. n- SPA EVE N. 6" 6" SINGLE DOOR 'n SPA EVE 6" SINGLE DOOR W SIDELITE 16„ 3" 3" 3" 3a 3" 3'r ' III — _ — _ III F r I f 3" 3" i 6, 6, DOUBLE DOOR W/ SIDELITES ;PACE VENLY 1" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-OVP IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. Go TOP OF SLAB :Yi °- 1 op Z 1 -II -II 11 f Ir - Ir - IN- v d PROTECTION B 16" MIN. DIAMETER CONCRETE FOOTING IER DETAIL N.T.S. S" SPACE EVENLY m ,,i Rake Metal Drip i Sava 7" pI6Ce9 W Use SEALANT L NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS.6 PER SHINGLE. A� Stdei 130 ieiR ce"Re WSe course F. 9d` AUsC'" 3t6 ledGpuiae i2^ Valley centerline r SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) EXTER, WALL FINISH AND EXTENDING A MINIMUM OF 6" ADOWLA S' X 6- H GALV. VERTICAL RISE OF FSHING VERTICAL WALL FLASHING CONT. AT KNEEVVALL T ENTRY PLASTER sT SEALANT ROOF SHINGLES 6" x 6" H GALV. RASHI NG COI FLASHING DETAILS 6" HORIZ. NOTE: THIS DETAIL IS REQUIRED FuswNG 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. "TAPCOW SCREW THRU THE WIDOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. —1/8" SHIM SPACE EXT. FINISH o 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 SHEATHING BY OTHERS CAULK BETWEEN FIN ASHEATHIN6 EXTERIOR FINISH BY OTHERS FBPERIA+tETER CAULK Y OTHERS O.A. WINDOW HEIGHT Ex 11/2" MIN. EMBEDMENT r--"+B WOOD SCREW r Iaawrw�sarswrrrhrs 1 ERlofas INTERIOR 11 oil TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S used. Reed 2 8.5 DRIP EDGE WiWIDE DRIP EDpE AT EAVES AND GgWFS OF SHINGLE ROOFS. OVERLAP TO DE A MINIMUM OF Gin p6emi. EAVE DRIP EDGES SHALL EX END ion BELOW SHEATHING AND EXTEND BACK ON THE ROW MINIMUM OF 21n. DRIP EDGE AT EAVES SHALL BE PERMITTED TO SHE NSTPLLEO EITHER OVER OR "PH THE UNDEPLAYMENT. IF INSTALI FO OVER THE UNDERLAYNENT, THERE SHALL RE A MINIMUM RIG WIDTH OF HOOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE IXi EDDE Si as MECHANICALLY FASTENED A MAXIMUM OF 12H ON ,,i'R. WHERE THE Vasil AS DETEPowNED IN ACCOnA1NCE W17H SECTION nG01.2.1.3 S 110 MPH (STT KM/Hl OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10.058 come, DRIP EDGES Si BE MFWAN'ICN.I Y FASTENED A MAXNUM DF 4INCHES ON CENTER Madmum FaAt r$mdng (lambs, Head and Sill) Iii a1o� - suews MOungn9 Fla�- Fateripr View of Fixed Window Wall Framing; xxspruce/Plna/f)r Or Beaer _ #tOal-l/z, Sam Minimum Penaratlon Maing &atl� 13/B" G Cross section V iew minimum �` silicone EM 'Gr Sheathing _^ - "�'B d ww, urc "u .no wrap may Pe D Nea Ii rer nupU't ",, out Please re-Stice the wrap to POI the Oleiks'/rot sl.atceE are otner Homage unli umeune, I Is Lompivt-. Step 1 .Measure to be sure the opening Is 31F to ur larger than the wirdow, site both vertlmgy and tortoni a YOU may Wish to Pre-dml the imtalla m holes in the An at this tine. Tlfe haffiM Mearrmn Be as men# Stai APPly agedemus bead of Mandate the tKWftofthemomdlg fro. IbealwghsoimnetosLOberdyfiBgllwidsbetmntM fro and the wag stammin . Step ImertthewkWmintodreopeningfmmthewWda The window h labeled"Inside'and'oatade", but ftloee labels have base remmed, the 13 bead should always be to the Inside of Ca building Sap 4 Install shims under the Sit, adjusting them UTAl the Got h plumb In the o"rg. S ins should be installed under the slit every 2 feet. The widow, should be basicallycentered In the n with W more than ll4" gap beNa�r the window and wall fram . Step s Install a910x 1-12'saew 4'(om the comer W the no at each end of the head, sill and bond miser, Sep 6 Install the remmirg hstmoS In r increments from the miter screws tothe center ofeadr hams member. the core riot b ower-. tighten the screws and Pi them through the fin. Also, make sure the slmrs go in straight and do not muse the frame to bow, Wall framing should be A minimum of B2 SpNnxJ%nsolp Fasteners should be 410 screws of wfted length Ad adhere W/0" Site the well and no less than 112' from edge offramIn Fas[aLer Quan thes needed In each side of hazne Up abili O'soacNo. Sep 8 If desired, a team Insulation an be applied ro the interior gap between the widow and well framing. If applied, babstuRbe fbe NON EXPANDING TYPk PRAM. Step 9 Sme Cute windows Mtypimlly used In mi with high moisture, le; bathrmm, ft h recanrnerlded that the Interior gap between the window and wall framing also be sealed with s11Xone and tooled sit as rot TO Interfere with the Installation of wallboard, ble or trim. Step 10 Once all construction is complete, remove: the bubble wrap from the imde and outside of the window. If neceuart, dean HE Mocks well, a mild detsgent and warm water usblg a rah ". Failure to foilow these procedures will void any and all warranties At`id7lgdheffpp- �e CO �4I 96q . T LOPI m GENERAL NOTE: o 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE, 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. a a I s N0 v N S 72 f z eb 'a C 2'8ti IN �H N 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. _ � m w to LO 0p0 00 ` gr118v Q tiG 00 # # i SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION�?m ;, oNm AND CALL OUTS. o w $�g Qmsrn >r 4. m 00 Product Approval Submittal Affidavit az d oe 1 WN 3 H Building Address: Contractor: tip§ $ won g° m i m 2 Building Permit: gal m z WREN <: ti % g a a� ¢ N Product Design Manufacture Model # Attachment A royal # 8 13 m J Pressures Method pp„ y H° 8 I WwW.tT)SENG.COM ❑ ❑ ❑ Roofing:DADE m M 1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL7006.1 R-10 ) ? N ro NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. = \,�,/ Z m o W/ 3/8" MIN PENETRATION THRU SHEATHING -S Z m W ROOFING VENTS: � Z s J j z Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALMNIZED RING SHANK ROOFING NAIL, ///��V///��� I � U 6 u��) Products Inc. "Off -rid event" FL21580.1R-1 �fj) .� 4-0 ROOFING UNDERLAYMENT: v rz o a WOODLAND TYPE 11 UNDERLAYMENTS-HVHZ UNDERLAYMENT SHALL BE APPLIED AND FL15216 - R3 E t.J w o uspu 1st Choice O INDUSTINC #30 ASP ATURA R ANIC T ATTACHED IN ACCORDANCE WITH 7 0 1 $ t/T 2nd Choice R9o5.1.1 Overhead Garage Doors: 2 Dowi- _ 5 1st Choice +30.0/-30.0 CLOPAY 18X. 2"x6" P.T. WOOD JAMB WITH FL16546.1 m ® U o Q 73W6 (5) 1/2" DIA. x 8" "J" BOLTS 2nd Choice +30.0/-32.0 CLOPAY 8x7 FL15279.36 N Q cA0 Qm Swing Doors: A DAMS HOMES 1st Choice +67.0/$7.0 THERMA SS DORP. GLAZED 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" x 3" FL20461.1 v FIBERGLASS D00 INSWING TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS 2 2nd Choice +67.0/-67.0 THERMA TRUCORP. FLUSH AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.19 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 FIBERGLASS DOOR OUTSWING BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 4 1. °�' 3000 GULFBREEZE PARKWAY TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. v THEREAFTER. (TYPICAL ALL 4SIDES GULFBREEZE, FLORIDA32563 Siding: 7L 0 DIVISION LOCATION: 1st Choice +0/-146.3 The Tapco Group 7" Staggered INSTALLAITON FASTERNERS ARE; GALVANIZED STEEL ROOFING R20403.17 ~ Shakes NAILS 11h" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS PORT ST. LUCI E N.A. NA. AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL. Z 2nd ChoiceSHALL BE BEYOND WALL DRESSING N.A. 9 VI Job Information: Windows: +40 50 MI WINDOWS 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON list Choice / Single Hung (fin) ANCHOR WITH MIN. 1iG" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL 17676.1 R9 3540 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS ai +401-50 MI WINDOWS Single Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FL 17676.8 R9 3540 SERIES FOR INSTALLATION THROUGH 2X BUCK USE #8 WOOD SCREW OF N +50.0/-50.0 MI WINDOWS SUFFIENT LENGTH TO ACHIEVE I%" INCH MINIMUM EMBEDMENT O FL18644.3 R3 ro Picture window IN WOOD SUBSTRATE. -% Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT6796 CLIP INTO CONCRETE FL 18504.1 Y 1st ChoiceE MI WINDOWS CIL Mullion 3/16" TAPCON ANCHOR WRH SUFFICIENT LENGTH TO ACHIEVE A 11A z If Ni Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FT 15804.2 — o w U0 i EDGE DISTANCE Lij N U m Fixed Glass: > 1st Choice +50.0/-50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 m N N Q WINDOWS IWITH MIN. 114" EMBED. TO ALL FACTORY DESIGNATIONS t� �/ r •� FL 2nd Choice WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD m F— Y U m O .� BE FILLED W/ 48 SCREWS OF SUFFICIENT LTH. TO PROVIDE m O J LL.I W 3rd Choice 5/8" MIN. EMBED. INTO WOOD BUCK. J 00 W Soffit: m Model Name / Number: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" O.C. IN FL16503.4 R-3 2010 Hurricane Panels: 24" Ga, VI Plan Issue Date: 46 Pi EXT/ HURRICANE STORM GalVanized DIRECT MOUNT. TOP 1/"-20 MALE PANELMATE W/ FL16293.1 1st Choice 46 PSF IN7. PANEL MR INC. Steel Storm WINGNUTS AT 121/2" O.C. B0170M 1/ "-20 SIDEWALK o Friday, May 8, 2020 Panels BOLT w/ POWERS CALK -IN m KA PROJECT NUMBER: 1 have reviewed the above components of cladding and have approved their FUR 20-1410 use in the structure. (Architect or Engineer of record) :.ODE COMPLIANCE r Name: Carl A. Brown Certification Number: FI. # 56126 ST. LUCIE COUNTY m Sheet: Of: Name: TODD M. BORN Certification Number: FI. # 82126 BOCC �_5 Name: Luis Pablo Torres Certification Number: FI. # 87864 k MATERIAL a REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS WEATHER DOOR ROUGH OPENING TO BE USED, R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior P g �RESISITIVE WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4. A water -resistive barrier Is described as a BARRIER WOOD FRAME CONSTR. material behind an exterior wall covering that is intended to resist liquid water that has penetrated behind the exterior TAPE �- EXTERIOR SELF -ADHERED FLASHING 3/4"•1"BEAD OF CONSTR. SLOPE covering from further intruding into the exterior wall assembly. An exterior wall covering is described as Material or SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in : 12.0 in SELF FLASHING assembly of materials applied on the exterior side of exterior walla for the purpose of providing a weather -resistive OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) -ADHERED barrier, insulation, or for aesthetics, Including but not limited to, veneers, siding, exterior insulation and finish systems, ' WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. IS asphalt felt, free from holes and breaks, complying with ASTM D226 WEATHER RESISITIVE SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches BARRIER SEAL TOPS OF JOISTS ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 ram). Where joints essay felt shall he lapped not less than B inches (152 ram). The left o other approved material UNDER DECKING SUBFLOOR shall be continuous to the top of walls and terminated at penetrations and building appendages In a manner to meet the (SEE DETAIL WP07) requirements of the exterior wall envelope as described in Section R703.1. SELF -ADHERED FLASHING WIRE LATH R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Instructions sheathing, shall include awater-resistive vapor -permeable barrier with a performance at least equivalent to two layers of 1. Cut, fold up &temporarily secure weather RIM JOIST Grade a ye Independently such that each layer provides separate paper. The Individual layers shall be installed Inds y ye pr pa resistive barrier stave Header to allow for Hashing insteuation Refer to the number marked as®in each detail that corresponds to the continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive 2. Self -adhered flashing plus head flashing under weather BUILDING numbered items in the list of instructions below: barrier Is directed between the layers. resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 2 8 t 8 PAPER O 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building 9 9 paper Exception: Where the water-reslstive barrier that Is p applied over wood -based sheathing or greater than that of 60-minute Grade D paper and is separated from the stucco by an Intervening, resistance equal t0 nonwater-absorbing layer or designed drat g Ye g nags space. 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize R703.4 Flashing. Approved corrosion -resistant flashing shall he applied shingledashlon in a manner to prevent entry of Scale: NTs SELF -ADHERED FLASHING FLANGED WINDOW W PO 1 SELF -ADHERED FLASHING W P OZ SELF -ADHERED FLASHING IWIP03 Scoring Cuts water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes mg used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT FINISH SILU POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and g complying building wall with a sealant corn lyln with AAMA 800 or ASTM C820 Class 28 Grade INS or greater for proper joint 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 ASPHALT Minimum) Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the RUBBERIZED ADHESIVE surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: EXTERIOR SHEATHING -� 3/4"-1"BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT 6. Fold as Shown by arrows ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN FLASHING JAMB & HEAD FLASHING, SEE ADHESIVE. SELF -ADHERED FLASHING 7. Angle Of Corner may vary, g y y, adjust folding of the flashing accordingly to fit 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to corner exterior wall finish or to the wateo-resistive barrier complying with Section 703.2 for subsequent drainage. REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPOI) Mechanically attached flexible flashings shall Comply with AAMA 712. Flashing at exterior window and door openings LETTER ON CHEMICAL SCORED 8. Mechanically fasten as necessary shall be installed In accordance with one or more of the following: COMPATIBILITY RELEASE PAPER L1 The fenestration manufacturer's installation and flashing Instructions, or for applications not addressed in the SELF -ADHERED SELF -ADHERED FLASHING, -e IeERoaEFamHa, scoaE fenestration manufacturer's Instruction, In accordance with the flashing manufacturer's Instructions. Where g FLASHING EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVEAS SHOWN) flashing instructions or details are not rovided g provided, pan flashingshall be Installed at the sill Of exterior window and VERTICALLY FROM BOTTOM OF door openings. Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the THRESHOLD exterior wall finish or to the water resistive barrier for subsequent drains 0 q drainage. Openings using pan flashing shall 2 3 ' MECHANICALLY FASTEN AS incorporate flashing or protection at the head and sides. SECTION -A (SEE DETAIL WP02) NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING L2. In accordance. with the flash) design or method of a registered design professional. L3. In accordance with other approved methods. SELF -ADHERED FLASHING O V, \ L4 In accordance with FMA AAMA 100 FMA AAMA 200 FMA WDMA 250, FMA/AAMA/ WDMA 300 or / , / , / FMA/AAMA/WDMA 400. V 2 2 SELF -ADHERED FLASHING $ 2. At the Intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. NAILING FLANGE t 4 DO NOT FLASH OVER O SEAL TOPS OF JOISTS UNDER DECKING 6 3. Uhler and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. BOTTOM NAILING 8 FLANGE (SEE DETAIL WP07) 2 7 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of woodflrame construction. 6. At wall and roof Intersections. SELF -ADHERED FLASHING HALF ROUND WINDOW A W PO4 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK TWP05 SELF -ADHERED FLASHING W P06 INSIDE CORNER 7. At built-in gutters. '':.. SELF -ADHERED FLASHING DECK PROTECTOR ,. SHEATHING 7/8" Cement Plaster ster in accordance with In/EIaccordance with - ---_ . SELF -ADHERED ASTMC926 ASTMC926 ,..: FLASHING PATCH -` Felt backed metal - Felt backed metal lathe in accordance lathe in accordance SELF -ADHERED FLASHING with ASTMC7063 - with ASTMC1063 DECK PROTECTOR : .:� tt � � . \\V / Building Paper Building Paper " # 7/16" O.S.B. 7/16" O.S.B. i ! UBLE i YDJ�O.ST / sheathing r .' � .. sheathing SINGLE JOIST SELF -ADHERED FLASHING ..-, Metal Keep top edge of weep BCroed SELF -ADHERED FLASHING t Flashing ... 2" below top of 2 3 1 /7' block 3" MIN Unperforated 4 Flange 7/8" Vulcum Weep Screed cant bottomonl O 5 joi" Maintain Metal Flashing SELF -ADHERED FLASHING \HO.8362x;DECK JOIST W PO 7 SELF -ADHERED FLASHING OUTSIDE CORNER fX1 W P 0 V APPLYA LIQUID FLASHING TO THE MASONRY OPENING HEAD, JAMB, SILL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 Bottom of Wee Screed 1 1/2" t0 2' 3-1/2" Unperforated Flange 7/8" Weep Screed INSTALLATION OF THE BUCK/RECEPTOR. Above Roof Sheathing 1/2" Cementitious Decorative Finish o • . o, All inside and outsidenerwill Corner EXTERIOR WINDOW UNIT ° no ernter CEMT. FIN. Cement Plaster cut and caulked all BUILDING PAPER in accord[eince butt joints need to °• c SLOPE SLOPE with ASTMC926 using SLOPE 0.3 in: 12.0 in 0.3 in : 1becaulked (0.6 cm: 30 30.5 cm) 0.3 in : 12.0 in (0.6 cm : 30.5 cm) over wood 2nd floor Vulcum Caulk for all 30 SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING ~'-- EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 1/2" Cement SELF -ADHERED FLASHING Plaster Finish ', Block WIRE LATH 2 1/2" Perforated "0• Flange 1/2" Weep BUILDING PAPER BUILDING PAPER 'Cement p, Screed Plaster over block EXTERIOR I at floor WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor - OPTIONAL DETAIL 3 3 Note: O The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING W P 1 0 CEMT. WINDOW ADHERED SELFFLASHING W P HERED FLASHING W P 12 SCALE: NOT TO SCALE FINISH HEAD CEMT.. FINISH WINDOW SILL CEMTSELFF�SH PARAPET WALL the Weep Screed. �.`QP�•' NSE •v0 1g8 C J ... $ C C e ir'• � � C O L `•` ' e m mE_ cloy mm $8 W y cv ? f O N W nro00 u ale P Q gm� m�.3 i a �9'w` aI¢LL� auiw ®S°$ Z. 3 Z O CT 1! Le •�2EP0QO worse m� Wa m o s$ m s�EgP Z�am� d i In m S'm ?a Z O 5 IS 5 1°-S 'e %�WW�W.FDSEN6.COM ❑ ❑ ❑ (.0 M V/ Z N pO Z M 4) a 1W J Wv O & wo u w o V) Z) m (I!) N Z) eon 2 •V V iNE r\ ®U NO2 a mom 14'an A t-AA RAC: Li r%RAV4=^ FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Informatlon: N�N O z �_L0 Wi fJ C7 m ai N N v z I-�Uno Q J Lu Z) R J M Model Name / Number: 2010 Plan Issue Date: Friday, May 8, 2020 KA PROJECT NUMBER: 20-1410 Sheet: WP Of: WATER PROOF DETAILS 5" bath duct N to roof cap w/70cfm fan; 14'0 X 1G'0" 5" bath duct to roof cap- v w/fan—Hight 70 cfm o EGRESS -- DEL 25 SH DBL 25 SH 25 SH 2865 i 'AROEHTII 51 H- 4'-2 C�— N t 1 wcd sLl �' L IYIN!s RO01`1 BEr I ' CZ VAULT ^L9. OWN ,4tH � s $ -D 12x12 2wcd < O v 325 O� Ox6 lwcd -- O 9L 40—, 95'- G •1.1 _ r I _ 12x6 cd U r W 1w 6 4c cess ; 9„ 2x12 ra 0 1 15 ;4 lwcd 4„ E a 4' 14x8 lwcd I --------- 5" $z4-� 165 I KITCHENREF; bath duct VAUL ''L i _ _ I I 91, to roof cap 4„ I I ATH 2 1 1 x112 9 Sx41wcd w�70 cfm fan S DRL 25 SH 10x6 lwcd 10x6 lwcd _ sTu Y 80 FQYF=e 115 R' CEI NOjwc� ,10x6 1 wcd6 60 �LGS EILING1 Ox685 �l i� ; 42X42 A/C' SLAB �f;� = BY BLDR MIN "5� s�N 2' FROM WALL BJ%r TUP .,I ;; ENTRY :PULL 1) �n :92 tp'x EW-M1N; --------------- ___________ 4 .dryer duct 2 Gi�R Aiz d'sE to roof cap s CEILINGw dr er vent box NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED I INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. .---------------------------------------------- EXCEPTIONS 1-3 �-- 3.0 TON W/5KW 0240V 1PH 18x13 Alen r-s platform by bldl scale :1/4"=1'0" 1 I AREA CALCULATIONS 1st FLUOR 2010 S.F. TOTAL LIVING (AC) 20iO S.F. GARAG E 425 B.F. COVERED ENTRY {S) 82 S.F. ����`I�'+7 ���� TOTAL AREA UNDER ROUF 201' S.F. 1st FLUOR 201D S.F.. SCALE! 1/4" = T-0' GAR4GE 425 S.F. COVERED ENTRY 82 S.F. COVERED PATIO :OPT.) 140 S.F. TOTAL SLAB AREA 2AZ7 S.F Rating Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. No m Z O /L U L.L Uj W 0 Z UJ O 0 N cj� W Q Q ® -i > (D m Q ® Z CV CV o I r U) N m LLJ >_ Z n Z ® LU 'S J Q m � Q D ^� o!Da 0-,,LL m J Vn J C) 0