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HomeMy WebLinkAboutBuilding PlansSTRUCTURAL NO TES: " STRUCTURAL DESIGN CRITERIA INDEX F ".[IRAYWING S,TERMITE SPECIFICATIONS. R318.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BARING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT. OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5 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 1 1/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTON CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH 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 REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION 1: METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" 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 FLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OFTHIS PRODUCT. IFCONTRACTORS 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 IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL- 2015 EDITION 1. CODE REQUIREMENTS: .IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (8) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. EXTERIOR WALL LATH ATTACHEMENT LATH AND LATH ATTACHMENTS SHALL BE OF CORRGAIGN RESISTANT MATERIALS EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 1,1/2" LONG, 11 GAGE NAILSHAVING_A_ 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT,,GRADE STRENGTH OF 1900 PSI (f'm -1500 PSI } 2, MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM OF 30DO PSI SLUMP 8" T011". CONTINUOUS MASONRY INSPECTIONS 4, GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HE WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 C 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. Pt GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE 9• TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CO) N, TYPE 2, CONFORMING TO ASTM C90.014, WITH A MINIMUM NET COMPRESSIVE AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS ARE REQUIRED DURING CONSTRUCTION. 40TED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. D IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, E CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. N LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. ASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF IS PROHIBITED. STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR BE ABOVE AND BELOW ALL WALL OPENINGS. DAYS AND NO L BE MUSH WI LOADS FOR (7) DAYS. PER CODE ACI 318-14. OE.6ROLITSHALLBEFLusHWITHTOP OFWALL DEFLECTION CRITERIA ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR 1-JOIST*** LL/360 LL/180 LL/360 LL/360 LL/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: 7/16' HEAD OR 7/8' LONG a B CAGE STAPLES SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY AND HORIZONTALLY LRER 2017 FRG R703.7:1)- R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" ***. TL MAX 1/2". GENERAL ROOF LOADING R703.7.3 WATERAESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH. LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. R703.4 FLASHING. APPROVED CORROSIONa2ESISTANTFLASHING 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, ILE 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 MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE. RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAIN ESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN V UES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLA (LVQ BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. 9: SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD CC/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G AC 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 CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DIL 0 10 0 10 0 10 0 10` _ TOTAL (PSF) 37 37 1 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NONCONCURRENT) 20 50 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING fl TOP CHORD LL 40 (PSF) COMMMENTS WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISKCATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 -. NOTE:. MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® O (+) 27.6 (+) 27.6 10 (-) 29.9 (•) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 O 0 s 50 (+) 24.8 (+) 24.8 (D (-) 27.1 (-) 31.1 (+) 23.4 (+) 23.4 100 {•) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-O" x 7'-O" 16'C" x 7'-O" 1-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 - 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY WAN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. INDICATED PRESSURES CAN BE INTERPOLATED FOR DOOR SIZES,, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA, 3. DESIGNATED AREAS T WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER E AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER :__�HE'ET 2 FLOOR FLAN 3 FOUNDATION PLAN 6 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAiLC; S-5 PRODUCT INFO SHEET a WP WATERPROOFING DETAILS M-1 HVAC v a m TORR''y� NSA•' FS, E E `.`�QP ` �••• a, auq . �0 J. �® P m 0 ..-... o. N:ft:" o =H' OFN.w' 3 �PlE °{ S '. 0',F L 0 h 10 dif /I111U a 'a a 0 c E c m ffi � e na �Xg u V g.c i OD €s* F 6 u g �g, O w tJi ri' "N D �y0 NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED, TOP CHORD DL 10 (PSF) AM,-� BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN F07 11" CT" JAL PRESSURES g �P1 w aq s a PRE ENGINEERED WOOD TRUSSES g a 0 W BOTTOM CHORD DL 5 (PSF) W u W`� a 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS. OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER1 13 Z w g o 2. PREFABRISTRUCTUCATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING LPLANY �"�� $ W,21 n & o -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. w a R 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: 2 d a WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD, BALCONIES/ DECKS 40 (PSF) q 5 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) _ E * s° III 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OFTRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) ��a wxw:vsenc.cau ❑ ❑ ❑ THE TRUSS -MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES m 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) {, CD 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, 5 z o 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 o. g 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) n z aNi S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS; AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSP) STAIRS 40 (PSF) UPLIFT CONNECTORS FOOT NOTES M 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. THE TOP. A SINGLECONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG c y 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 MP p W NOT NEED MORE INFO 0 HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. E w U 0 w f K V) C a FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent Of Deslgner/Engineer listed In the tltleblock of these ; -� � -- W s o $ c 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 " !Z 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 _- 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALLA 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS: DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to M ). o 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 .;b '�' �4 m INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 67H EDITION (2017) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not = a a d 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 1§ DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to N tADAMS HOMES 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE. (1) 45 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the TO FOOTING). o information found In these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)1A"x 239" 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 0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE v Assurance Manager immediately. No backcharges will be considered - 3000 GULFBREEZE PARKWAY TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT. FROM MOISTURE, MOLD, 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)1/4" x Z 1/4" TfTENS ONE EACH SIDE OF TRUSS. for reimbursement r the Designer/Engineer without advanced „ 1 PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. a 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. ., .Payments will be made In accordance to the terms of the agreement � MISSED, CONTACT THE EOR FOR SUBSTITUTION. DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OFF CODE SECTIONS. v PORT ST. LUCIE 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON H7T5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 16d x 2A/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT ® Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. €" a MASTER REVISIONS DATE DESCRIPTION 0 1, N M a AL DAMS HOMESLO w w N � Of Northwest Florida® > 1nCn 3 m E r�.D�Wt�J�I�,fy+1I1 m a ��I / 'LO LL o ® O W VJ �IJ LO lo- 4EVIEWE FO CODE COMPLIAN E N ♦ Model Name / Number: 3000 U BREEZE PARKWAY GULFS EEEZE➢ FLLOR DA 32500 ST. LUCIECOUN d Aso 13c�c0 VI Plan Issue Date: Monday, November 2, 2020 mVI KA PROJECT NUMBER: v MODEL 1480 P 20-7922 FILE COPY Sheet: w Of m 1 c COVER SHEET 1.60 MPH OPENING PRESSURES A ) +27.6 / .29.9 1 ( B ) +27.6 / -37.0 1 BEARING WOOD WALL SCHEDULE STUD CONNECTION FASTENERS LUMBER UPLIFT MARK SPACING TOP BOTTOM SPECIES CAP410 BW1 16" (2)16d TOENAILS (2) led TOENAILS SPF NO .UPLIFT BW2 1s" SP2 W/ (8}lOd SP7 W/ (6)lod SPF 402 STUD, (0)10d PLATE STUD, (4)10d PLATE BW3 1g" (2) SP2 W/ (8)10d (2) SPS W/ (6)10d SPF 803 6 led PLATE STUD161 STUD 4 1AdPLATE NO BW4 16" (2)16d TOENAILS (2)16d TOENAILS SYP UPLIFT BW5 SP2 W/ (6)-Sod SP1 W/ (B}10d 16" STUD 8 100 PLATE STUD 41 SOd PLATE SYP 439 BW8 (2) SP2 W/ (6) SOd SP1 W/ (SY10d SYP 878 16" STUD a 10d PLATE STUD,(4I SOd PLATE NO FBW71 12. (2) led TOENAILS (2)16d TOENAILS SPF UPLIFT SP2 W/ (6}SOd SP1 W/ (6}10d BW8 12' STUD, IS) 10d PLATE STUD, (4)10d PLATE SPF 535 10d SPi W/ 6 BW9 12" STUD, (6) 10d)PLATE STUD, (4)10d PLAT SPF 1070 BW10 12" (2)16d TOENAILS (2)16d TOENAILS SYP 0 SP2 W/ MMd SP1 W/ (6)-10d BW11 12' STUD, (8)10d PLATE STUD, 44 UW PLATE- SYP 585 d SPI /4)10P BW12 12' STUD, (6 10d PLATE STUD, LATE SYP 1170 BW13 NOT USED --DOUBLE 21 TOP PLATE TOP OF WALL SEE PLAN - MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER-4PLAN/ SCHEDULE SEE FLOOR PLAN. FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH --SEE MS03/S1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFD9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MIDSPAN BLOCKING -'CONNECTORS W/ (2)12d TOENAILS rip TOP & BOTTOM EACH END FOR WALLS PER PLAN/ TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION i PLAN FOR MORE 2X P-T. W/ 1/2 A B O 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2 A.T.R. W/ SIMPSON SET W/ SW= SHEABWALL MIN. 7' EMBEDMENT PAST STEP DOWN. : .' `% REQUIRES MIN HD 6 32" O,C. - 7/16° OSB PLYW'D ALT.: SIMPSON 1/2" TITENW/ SAME EMBEDMENT WALL DETAIL W/Bd NAILS IN FIELD AND EDGE. EDGE. SEE GENERALNOTE#8 BRG. GENERAL NOTES 1- SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS. USED UNO. 2- ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF 92 LINO 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 W1 AND SP2 INDICATED IN SCHEDULE ABOVE N 5. IF "BW" IS INDICATED ON SECOND BOOR BASE CONNECTION TO IGNORED. SEE FIRO6/S3.INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO OR CONNECTIONS. FOR 2 STORY PROJECTS ONLY) FIRST FLOOR ONNECTIONS. (NOTE: e.7/0"a3INDDATEDTHE CONSIDERED LL T MIN AT EDGE 111 SIDE WALL AT 4" EACH INFIELD AND EDGE (1)SI E 7/16" PLYWOOD W/Sd NAILS 4'O-RE0AELDAND S /NAILS E PER NAILING SCHEDULE EXT EXTERIOR SHEATHING NA 7- ALL 2z EXTERIOR WALLS IONS FOR AND GRADE ACT AS SHEARWALLS,ALL SEE PLAN AND WALLS SECTIONS FOR STUD SEE THE SEWALLSARE ONLY S. IF TH BEARING WALL IS INDICATED 10 THESE DWITH ONOT HAVE NOT HAVE UPUEi, THE STUDS ARE TOE NAILED TO THE SUPPORTING THE FLOOR LOAD AND UPLIFT. THE TUOS SUPPORTING TA PLATE AND THE 2x PLATE CAN BE ATTACHED WITHTIN HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR HALT ATTACHMENT THE BEARING WALL H THE D ACHIEVE TH 9. SP3/SP2-0RNE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. SOd- 0.148" DIA. x 3' LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) Cl (3) 2 z 4 #2 SPF (4) - S6d TOENAILS 0 DTT2Z W/ 1/2- WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4" X 1 1/2' 2145 SDS SCREWS (3)2 x 4SYP #1 OR (4)-16d TOENAILS 0 D7r2Z W/ 1/2' WEDGE E(4) 2 x 4 SPF #2 ANCHOR* & (8)1/41' X 11/2" 2145 BOB SCREWS CS F74 X 4 P.T.#2 ABU44 W/ 5/8 ATR** G - am U = 2200 SYP POST & (12) - 160 NAILS 6 x 6 PIT. #2 ABU66 W/ 5/8" ATR** G -12000 C6 SYP POST. &(12)-16d NAILS U-2300 8 x S P.T. #2 ABUSS W/ (21- 5/8" ATR** G = 24335 CT SYP POST &(18)-led NAILS U-2320 3.5 x3.5 P.L. 1.8E Fb-2400 PSI HDU5.SDS2.5 W/(14)1/4"x 21/2' SDS WS & 5/W EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR**. 3.5 x 5.25 P.L HDU68DS2.5 W/ UA)1/4" x 1.8E Rr=2400 PSI 21/2" SDS WS & 5/8° EXOPY 5645 OLMANIZED IF EXTA ANCHOR. OR ATR** CSO 3.5 x 7 P.L. 1.8E FID 2400 PSI HDUSSDS2.5 W/ (20) 1/4` x 21/2" BOB WS & 7/8- EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** C11 5.25 x 5.25 P.L, 1.8E Po-2400 PSI HDU&SDS2.5 W/ (20)1/4' x 21/2' SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HOU&SD52.5 W/ (20)1/4" x C32 1.8E Fb-24DO PSI 21/2- SDS WS & 7/8" EPDXY 7870 OLMANIZED 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 SVP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/8­3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF LC) COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SE WOOD. CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7, SAME NOMINALSIZE PARALLAM COLUMNS (LM MAY 6E SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON W. GUN APPLICATION NAIL DIA.-LENBTH NAIL SPACING 8d 0.131" X 2 W 0.131' X 2 Jh" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS loci OR 12d 0.148" X 3" 0.131' X 3' SEE PLAN BLOCKING & TOE 0.148' X 314' 0.131" X 3 iA" NAILS & TOP PLATE 12d 0.148" X 3 W" OA31' X 2'A' 8'.O.C.(COMMON) STUD WALL B 0 C. GUN NAIL CORNERS Tod 0.148" X 3" 0.131' X 3 8 D C.(COMMON) STUD PACK e O.C. GUN NAIL) COLUMNS 18d 0.182" X3 %' 0,131' X 31A (2) 160(COMMON) SEE PLAN (3)1so ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS Ht (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 H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1IT FLITCH PLATE THIS SHEET O(2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET (3)-1314"X 111/4 ATTACH TOGETHER W1(2) ROWS VP X 3112' 8 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE H6 (2)-1314-X 91/4 ATTACH TOGETHER W1(3) ROWS TIP X 312 LVL 2.0E Fb=2600 PSI SDS WD SCREWS 016' O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS RED. AT OPENINGS OPENING 2X4 WALL 2x6 OR 2XS 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'-01 -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 S. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS.. 4. ALL HEADER JACKAND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 S. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE . BEAM SIZE CONNECTIONS FMAPK (2).2 a 8#2 SYP W/7/16' CONNECTION: PROVIDE(2) OSB FLITCH PLATE NAIL SIMPSON LSTAS8 OR (2) BEAM TOGETHER USING 12) 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/ 7/18' CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) M BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST ROWS OF NAILS®12' OR (2) SIMPSON HETAle 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) OSB FLITCH PLATE NAIL SIMPSON LSTA24 OR (2) BFAM TOGETHER USING 42) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16 TO CMU r O.C. TYP EACH SIDE COL. 0.NO. ON ROOF PLAN. (2)-131V x111/4'LVL CONNECTION: PROVIDE (2) 2.0E Fb-2800 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) USING (2)ROWSSIMPSON HTS20 TO WOOD POST 1/4" z 3 1/2" SDS WOOODDS 114" x 1 OR (2) SIMPSON HETA16 TO CMU SCREW.. . & 16" OCTYP COL- U.N.O. ON ROOF PLAN. EACH SIDE. - (2) - 1 3/4' x 317/8' LVL 2.0E 00 PSI. BEAM EAMLSTA24 CONNECTION: PROVIDE (2) M5 USING (2) ) R TOGETHER ROWS HER SIMPSON OR (2) 1/4' x 31/2' SDS WOOD HTS20 SIMPSON HTS20 TO WOOD POST SCREWS O 16" O.C. TYP. OR (2) SIMPSONHETAl6 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -13/4' x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) BM6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4' x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16' O.C. TYP. OR (2) SIMPSON HEMS 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 STEAM INDICATIONS S. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.0-R. FLOOR PLAN SCALE: 1/4" = 1'-O" ALL ELEVATIONS �> +26.5 / -28.8 (,W , +26.5 / -34.4 O+24.8 / -27.1 O +24.8 / 31.1 +24.3 /-27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 5 'ALLOWABLE" PRESSURES WALL LEGEND x 1 13AMED VVAL BEARING FRAME WAIL o e - ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. 3 MASONRY WALL N I GENERAL NOTES R302.5.1 Door from garage Into house must be a o minimum 13/8' solid wood door, solid or `3 honeycomb steel door, or 20 Minute fire rated door. o Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid soffit Is Installed 5'-0" on each side of '$a, the venting- R302.6 The garage shall be separated from the residence and it's attic by not less then 1/2-inch y (12.7mm) gypsum board applied to the garage side, a Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch c (15.9mm) type X gypsum board or equivalent. Where the separation Is a floor-celling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. R312.2.1 Window sills In dwelling units, where the N m opening of an operable window Is located more than .g 72 Inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening .� of the window shall be a minimum of 24 Inches (61.0 mm) above the finished floor of the room In which the Window is located. Glazing between the floor and 4 inches 610 ram shall be fixed or have a 2 ( ) W y openings through which a 44nch-diameter (02 mm) 'S sphere cannot pass. R308.4.2 All windows within 2'-0" of doors and in shower or tub areas will be safety tempered glass. 5 Ceiling for exterior entriesand covered porches to have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" CDX. 1X T&G acceptable for substitution. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and Insulated to a level 8i equivalent to the insulation on the surrounding Surfaces. o Laundry Note: (Unless noted Otherwise) Provide dryer .� vent thru roof max. Igt. 35'-0", washer & dryer units (washer unit to be always on left side when facing E units) hanson box 0 36" off Callings for exterior entries and covered porches to be IS 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ 8d `o nails at 6" O.C. field and 4" O.C. at edges or 7d screwy shank 3" O.C. field and 4" edges. Vinyl ceiling to be T3 attaches to OSB per manufacturer specifications AREA CALCULATIONS Ist FLOOR 1484 S.F. TOTAL LIVING (AC) 1484 S.F. WRAGE 397 S.F. COVERED ENTRY (BASE) 23 S.F. COVERED PATIO/LANAI 200 S.F. TOTAL AREA UNDER ROOF 2104 S.F. AAtI{11111 ! `QPG ONT J��• YNo 8 64 Of ° < !Jill{tAtLL '',,. O Ad1dA\ r%A ELfd2 1L3 R III @iS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: 0 FL z �t ° ,.I W r C � m z m O _3 W A o JMW(n ♦ I Model Name / Number: 1480 ♦ I Plan Issue Date: Monday, November 2, 2020 ♦ KA PROJECT NUMBER: 20-7922 Sheet: � Of: FLOOR PLAN A („) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REINF, GRADE SEE PLAN * 00 N g 16" (2) #5 REBAR FM01 SINGLE STORY FI'G REINF SEE PLAN _F f E0 8.. (1) #5 REBAR CONT. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. ENERAL FOUNDATION NOTES IF GREATER THAN 24" CONTACT FOR OR NLESS NOTED OTHERWISE REFERENCE FMASW FOR STEM WALL OPTION 81, 1 PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE OPTIONAL CURB FOR '�'I F.F. VARIES LAPPED MIN. 6" AND SEALED. MASONRY ®ELEV. 0'-0" _ 2 4" 2500 PSI CONC. SLAB W/ 6X610/10 W W F, OR MINIMUM .75 LES W/ (1) - #5 BAR CONT. . ° { OF FIBER PER CUBIC YARD FIBERMESH/RBERMIX ADDED TO THE CONCRETE.I IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284 .;-• "" `-" PoR FIBERMESH OR NER-47A FOR flBERMIX, OVER a MIL VISQUEEN VAPOR BARRIER & 'REATED FOR TERMITES. " 3 • IN01L-WTE5 FILLED CELL W/3000 PSI CONC. FROM FTR, TO 2 STORY: 20' X 20" REINF. N W 3 - #5 CONT. BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED Fr( BEE PLAN ; ,'; °; :° DOWELS 1Y" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 16" (2) # 5 REBAR 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR BEARING RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 1/2" = 1'-0"02 SECTION @GARAGE 1/2" = 1'-0" 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. FM03 I THICKENED EDGE 11/2"=1'-0" (") 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 OFGARAGE DOOR. EXTENDS BEYOND F.O.M. EACH END, TYP. I - GAR FIN. FLR. ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE cw -' • 4" CONC. DRIVE W/ 1/2" EXP JOINTS 10" O.C. TYP. T773 FM09 I SECTION @ GAR. DOOR T 1 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING S TE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G,( . 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".7HE FOUNDATION SIZES INDICATED ON THE POUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITYOF 2000PSF. 2xBRG. WALL - (SEE FLOOR PLAN FOR MORE INFORMATION)- 2 STORY: 20" X 20' W 3) - #5 CONT. 2 STORY. 20" X 20" W 3 - #5 CONT. �—(2) #5 REBAR 1/2" = r-o-1 FM10 I INTERIOR BRIG WALL SEE PLAN �F N MARK P —o — (2) #5 REBAR F2.0 FE-51 F3 0 1/2" =1'-0" T3s F4.0 F4.5 F5:0 I F6.0 1/2" = 1'-0' SEE PLAN OPTIONAL CURB SLOPED GROUT a SEE PLAN OR MASONRY AT TO DRAIN 4"X 4"X 16" G r r «' "'>' TYP, SEC. ELEV. 0'-0" WITH a. CURB (1) #5 BAR CONT. (G,C. VERIFY) y -I I z .z. + REINF fro F.F. (SEE PLAN) - 2 45 CONT. p" ._ • INSTALL LINING " ` - 2 #5 BENT BARS W/ " w w MATERIALS PER MIN. 25" LAP SPLICE y y FBC-R P2709.2 MUDDED F-R. 16" SLOPED TO DRAIN MIN. #5 CONT. FM14 SECTION @ RECESS SHOWER 1/2"=1-0" FM18 TYP" STEP FTG. DETAIL ALTERNATE: REINF, THE REINF. BARS SHALL BE GRADE SEE PLAN CONTINUOUS AROUND F CORNER #5 NT REINF BY COLD BENDING THE BAR WITH SEE END. FOR MIN. BAR LAP OF 25" QUANTITY #5 X 25" X 25" p c CORNER BAR ONE E FOR EA. HORIZ. iv REBAR, TYP. U.N.O. (2)#5 REBAR 16" A/C CHASE 2 STORY: 20" X 10" 4" PVC SLEEVE W/(3) _ #5 CONT. THRU FOOTING FM19 TYP. CORNER BAR DETAIL 1-1/2 =r-0" FM23 TYP. FND PENETRATION 1/2"=1 STEMWALL SCHEDULE .FOOTING DIMENSION MAXIMUM STEMWALL NUMBER/SIZE OF BARS LAT. F.C. SPACING (O.C.) HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY I IN STEM WALL 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 61-8" >2'-0"-3'-4" 1W 10" 20" 24" W/ (3) #5 BARS 874# 514" >3'4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'.0" >4'-0" - 5'-4" 16" 18" 48.1 qg" W/ (5) 05 BARS CONT. 1162# 2'$" & #5 ® 18" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. SPACING (D.C.) W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED 1 EA VERTICAL REINF. BAR-. #4 TURN BAR 0 STEM WALLS GREATER THAN 4--0- (1) #5 HORIZ. CONT. TIED 1 EA VERTICAL REINF. FIN GRADE B.,MIN. TO TOP OF STRIP FIG. COMPACTED CLEAN FILL IN MAX 12' LIFTS STRIP FIG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) COVER FMASW I STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND -VERT. F.C. ABV. FDN. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND PER PLAN SPACING #4 TURN BARS ARE REQUIRED 0 EACH FILLED CELL LOCATION. EACH BAR TO TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM E NOTE 4y 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MORE INFORMATION 4.G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK mac. FILLING IS TAKING PLACE 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK 016" h " O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-O" 6" •C, TALL (TYPICAL ALL CORNERS) GAF STEMWALL IS WITH IN 5'-0' OF POOL OR WATER FEATURE FOUNDATIONS 7' ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. *SEE NOTE 5 b S. R.403A.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0". TALL NTS FOOTING SCHEDULE SIZE DEPTH REINFORCING GRAVITY CAP. Ibs X CONT. 1'-0" 2 #5 E.W. BOT. 2000 X 2'-0" 1'-0" 3 05 E.W.BOT. 7200 X 21-6" 11-0" a 05 E.W SOT.. 11000 X 31-0" 1'-01: 4 #5 E.W. SOT. 15WO X 31-6" 1'-0" 4 #5 E.W.GOT. 21500 X 4'-0" i'-0" 5 05 E.W.:. BOT. 23000 X V-5" 114, 5 05 E-W: GOT.: 34500 X 5'-0" V-4" 6 #5 E-W. GOT. 42500 X"" 114" 7 #5 E.W. SOT. 61500 LEGEND 0 - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING 2" V.T.R. LEAN OUT LAV 1 /I( 2" ,4 CJ TUB 'R �.. DBL SINK W/ DISP. 2" V.T.R. HANSON 2" V.T.R. LAV 2" W/C TUB/ SHW'R 2" TO SANITARY SEWER 1480 PLUMBING RISER GR N.T.S. FOUNDATION PLAN SCALE: 1/4" = 1'-0" ALL ELEVATIONS T w' Q ••ENS• S� J��: '�; G 7 0. • H �. NO $ 'ON g � eN( W gg F co a m ��MmS 2 FtL P-zo o s F- m s"wSom X 2� ff d a 0 0 0 y 2 S 5 WWW.FDSENG.COM I 000 Z g£ Z o 0 Z N Q a m — Z N C4 "c 8 N (9 m T �✓ y m _ E •U — W 1 0 w `! NN EE . c (4 0 DAMS IH©MB$ c ®� II >v FLORIDA CONTRACTORS UCENSENO-CRC1330148 3000 GULFBREEZE PARKWAY a GULFBREEZE, FLORIDA 32563 b DIVISION LOCATION: v PORT ST. LUCIE „ VI rmation: o y o N d 3 N O ri n M 4. o u I'�' C L0 C c > +..I 07 C ei IO 3 /Q �. zvm p J W Z) JMU)(n w V Model Name /Number: N 1480 Vi Plan Issue Dais: a" Monday, November 2, 2020 c KA PROJECT NUMBER: 20-7922 Sheet: N 3 Of: 3 rFOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING'' GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 1,480 x 3 = 4440 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 1100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 32,990 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 22,990 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% = 10,0()0 + 40% OF "A" _ (.40 x 22,990) = 9196 +100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,196 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 164 ASSUMED Ile EDGE OF WALL Q m 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. — — — — — -®- — — — - — I , INSTALL FAN ' y.l /BOX PREWIRE I I r W/P IN ALL FAN` (^ INSTALL FAN LEI BOX PREWIRE q`, t" �I�BOX PREWIRE G.T. ------ ------ - I 1� FAN' I w PREWW� r. , 10 I I I FOR HOOD I bP GFI ----- FI TP 2 OGFl PP i.. I / GR: - *- GFI- / � ' FOR D/W II QiD GFI 220 ® ®_ , GFI , \ \ yI I I \ ------------------- I Z GFI GFI O 1 v INSTALL FAN oa 9 BOX PREWIRE W.H. 220. GFl@ �. m . " 42AFF ' Z i�>3 Imo++ Iw_ r� ATTIC ELECT IC IF I � 5 ci L REQ'D BY CODE- ) 1 WW w NOTE: LOCATION OF METER AND PANEL BOX /Li TO BE BY BUILDER. IF NO GARAGE SERVICE DOOR IS PROVIDED A DISCONNECT SHALL BE ADDED AT METER LOCATION. I I GPI C�J WGFlLLE�. I I 7 FOR GARAGE }['' ' 42" AFF o El ___---_ DOOROPENER dGFl ----------'--- - 1 _ I I/ I I , I ' I I / I I I I I I I I I / I 4bo I I NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. ELECTRICAL PLAN SCALE: 1/4" = 1'.O" ALL ELEVATIONS ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED. FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12' AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL 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 OF THE BUILDING, VENTILATIONS TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. li 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH ANEXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUGIN 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 W 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 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBCR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901; ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15, RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16, ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM - DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE n ri n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET 4b 110 VOLT SPLIT SWITCHED OUTLET y W GROUND FAULT INTERRUPT ,2 DOOR BELL CHIMES (j WP WATER PROOF W/ GROUND FAULT 0 (b 220 VOLT OUTLET (E— DOOR BELL ItSPECIAL SERVICES OUTLET D0 P DISPOSAL TV� T.V. CABLE OUTLET I-= 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 I C INTERCOM SYSTEM L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFYFINALAMPSNEEDED SAMEAS UNDERGROUND WITH ELECTRICAL NTRACTOR 200 AMP SERVICE � 200 = 210 COPPER OR 4/0 ALU MN. IN 2" CONDUIT ' METER MAIN DISCONNECT 200 AMP UNDERGROUND SERVICE BY :POWER COMPANY TYP ELECTRICAL PANEL INTERSYSTEM BONDING 14 COPPER TO LIGHTS AND OUTLETS 12 COPPERTO APPLIANCES AND GFI 10 COPPER TO WATER HEATER 8 COPPER TO RANGE B TO HVAC TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER e) APPROVED GROUNDINGROD W/MIN. 8'DEPTH b) BONDED TO CONTINUOUS FOOTNG STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. O 0 N N E z° m 0 2 g O F uO to a le d g�-F' Q CF.`a wui fig' d���� "ar zt I o 85g �rRgMK m 0 'aco 2]8 ZAP d a s tl JN i' �6L9 z 9 _ ¢ s d 9 $ b WNW.RtSENG.00M ❑ ❑ ❑ z z o a a �i Z N IL , Ln D �� I •V � W Om57 w g � I U - cmv E Im 6 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY a GULFBREEZE, FLORIDA 32563 v ri _ DIVISION LOCATION: N PORT ST. LUCIE 4 ♦ _ Job Information: m N n 'T n 0 a o 0 c a c w IV L0 i c �t N N m m a; Z v� cl rn 3 co0 m ® _J LLI M N a _j 00 0 � N ♦ Model Name /Number: 1480 a, V1 Plan Issue Date: Monday, November 2, 2020 ♦ KA PROJECT NUMBER: z 20-7922 a m ti Sheet: /E 40 Of: m _ __ELECTRICAL PLAN OF BLOCK X? HEAD HGT 0 m FIN. FLR. TOP OF BLOCK FIN_ FLR. 48" OFF RIDGE VENT TOP OF BLOCK W'DO HEAD HGT ■O OD OD io 1/2 33 SH FIN. FLR. 25 SH 25 SH (2) 25 SH LITE TEXTURED DECORATIVE 25 SH - — CEMENTITIOUS COATING 48" OFF RIDGE VENT ■ 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH 48- OFF RIDGE VEKT W 1/2 33 SH ■ 25 SH REAR ELEVATION SCALE: 1/4" = 1'-0" TOP OF BLOC /'DOW H D HGT 0 aD � FIN. FLR..I , RIGHT ELEVATION "B" SCALE: 1/4" = 1'-0" LITE TEXTURED DECORATIVE CEMENTITIOUS COATING LEFT ELEVATION "B" SCALE: 1/4" = 1'-0" BEARING @ GARAGE 12 X YP. DECO 6 t: VENT TYP. 6 16x7 OVERHEAD TOP OF 8" FRIEZE 31 TOP OF BLOT W'DOW HE HG' i io FIN. FLR. Ll DEC. —' 25 SH VINYL SHUTTER 3068 ENTRY DOOR LITE TEXTURED DECORATIVE W/ (2) 12" S.L.'s CEMENTITIOUS COATING FRONT ELEVATION "B" SCALE: 1/4" = 1'-0" CALCULATION 'venting needed equally for Intake and exhaust 4.12 net in/sf 18.00 net sci In If M.00 net sq in/sf 1.33 ft 2104 s.f. 5051 net so inches _TOP OF BLO )W HEAD HGT FIN. FLR. nches c 0 a tig4BT rd rt , N' CJ 0 . ".i � "" ro � J roro 4'i`i'*r •+'`A N N 04 JA Z L asses tfstaat" y$v N g m F In OD o l a 4p _�g' VON nq LL LL Oq13i£ &E� a, •fN ry�d R• d CCg�Ba@@c L_Q IaoU � N 9 r �WJ1/W.(DSENe.COM ❑ ❑ ❑ V/ 0 Z O z g 0 4D Z Q CL IN Z A el N c-) — m V 7a c U y(5y Q. W 0 Q N 0.00 DAMS H0ME':S I r FLORIDA CONTRACTORS LICENSE 140. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 � VI YIJIVI\ LVVMIIVI\. v PORT ST. LUCIE Jab Information: 8 rfoo N O r N m E-L a 0 47 LO g y C M g > Gi � u7 3 m n m a s 0_3L♦u��n m o S Model Name / Number: 1480 oPlan Issue Date. a Monday, November 2, 2020 mV KA PROJECT NUMBER: v 20-7922 m Sheet: 5 Of: 0 ELEVATIONS-B SEE DET. TBD G.C. TO PR( BLOCKING' W/ APA RE( FOR SPAN F 7/16" OSB, SEE"HIP/R BLOCKING" 20'-0" MAX 20'-0" MAX W 0 CONTINUOUS BOTTOM CHORD V BRACING 2.X 4 MIN: SEE DETAIL TBOI - "X" BRACE SEE p IVIDE DETAIL TBO3 e 0 COMPLY IOMENDATIONS- 'ATING OF _ _ - 0 IDGE DETAIL Q — O Z W o _ a O � � a -I O TT_T_.V � _ � � _ EQ * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/18 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP ECTIONS III EQ. I I 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. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS 4 Fr. O I ------------------------------ ---—----—--—------------------ 4. I' 1 Fr. 1 //yy O------------------------------------------------ i'''.. i. 5 FT, 4 Fr. � \ 1 5 F . 4 FT. 0 \FFr. H---------------------------------•-----------_-- 1 - 4 Fr. O NAILATBASE 2ROWS @4"O.C.W/8dCOMMON NAIL ROOF NAILING SCHEDULE: © NAIL AT TOP PLATE TWO ROWS@ 4" O.C. W18d COMMON NAIL NAILING ZONES (SHINGLE AND TILE) © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN. FIELD O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL SHANK NAILS) �F PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER NOTE' W/ 8d COMMON NAILS @ 4" O.C. 7/i6" OSB MIN. (SHINGLES) SPAN RATED 24116 GO (2) 8d NAILS @3" O.C. TO EACH TRUSS. END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15/32" OR GREATER MEMBER IF GABLE END CDX PLYWOOD (TILE) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" 00 NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAIUNG 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 16GAx 13/4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN RELO. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/S' 15/32" OSB (2)-2xTOP PLATE 15/32" OSB EXPOSUREI EXPOSURE 1 BEYOND SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM -SHEATHING VERTICAL 112" - — — — — 1 - -11 -- -- II I III II II II II I II II It I I I II II. II I SOLID2x BLOCKING @.ALL w SHEATHING w III III I I II iI II I III II II EDGES (SEE o SECTION X-X) 0 - III III HI OPENING II II I I - - II - - I II II I 11 III III HI _ II II II 1111 I I I I I II II II III 2x STUDS W o BEYOND. rl —_ Lr II II I III III I I I II I (I II I I I II II I I I I I II II 1 I SEE PLAN g y � ? III I I I II I III II II II ,I 1 HORIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL SPACING �- 2X4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. ALTERNATING STAGGERED BLOCKING SECTION X-X 'CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE rB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.: CONN ECTOR SCHEDULE FOR: ADAMS HOMES- 1480 Bev. B 60x90 Level TRUSS ID - BEARING PUMi TRUSS ACTUAL CONNERO0.10 CONNECTOR UPLIFT FASTENERS NOTES TDESIGN RATING CIA, QA, CSA, OA ESA, D&A, 19A L / 1 -365#or less HETA16/MECH 181m (9I God x 1-1/2". '[SL-CEI E4, ESP, H5P. OR -245 or less H10A/MECH. 10400 (M 10d x11/2's (91306 x 1-112" A08 L/M/R -6569orless HETA16/H30A/HETA16 181m/1040#/1810# ;(18)10d x11/2".. 1 (9) 10d x 11/2' (9)10dx 11/2"- A09 L/M:/R -1239#or less HETA16/MSTA21/:HETA16 1810#/1505#/1810# (16)106 11-1/2" (9) Lod x 11/2' (9)lOdxl l/T' - Abl-AOI, Al0 A14, BU3604, D02-003 L/R -8364 or less HETAl6/HETAl6 1810#/1810p (9) lod x 11/2's (10)10d111/2".. '. A15 _/R -2343#or less (2)HETA16 /(2)HETA16 2365#/2365a (10)10d x 11/2". ` (10)lodxll/2 e, 1 P03 1/R -1320#or less (2)HT520 I(2)HTS20 2365#/2365a (10)10d x 11/2 x cf04 Pq R -836#orless H10A/.H10A. 104m/1040# ISB)i0tlx11/2- " t (18) lad x 1-1/2 .. Boy, D04 CONT BRG. -190 a"r le:: 5FBGE610LTAIt I TRUSS MANUFACTURER BFS DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS .'0bj212Al2D. L DEFT, 6=RIGHT&M =MIDDLE BEARINGS BEARING LOCATIONSARE REFERENCEDTO TRUSS MANUFACTURER'S TRUSS DRAWINGS ALLCONNECTORS ARE SIMPSON PRODUQS s`" \m TYP. U.N.O. ROOF CRITERIA -16" OVERHANG @ EAVES U.N.O. -12" OVERHANG @ GABLES U.N.O. -SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION SHINGLE LOADING C TYP. U.N.O. TYP. U.N.O. LO 111 3fl Ln Lo LO Lo_ LO M iC1P C3P I 00 (I II phn J A JL JL 00 L L JLJL-4. � II I I II II II 11J JL JI_ CA 1 I I II Vault rr---r-- 10' Flat Clg I — — — — - — — 77 =----------� 1 Vault I I II I 1 II rr-------=---� 1 II 1 i1 8-0-0 L1 I I I II I /i- I I — -------- 8-10-10 I 10' Flat Clg 8-0-0 I I Q� IIr-------- — 1 1I I I 11 11 I ll II � I 8'flat Clg I I I I I Vault --- 8' Flat Gig j1 II I I II 1 I 8' Flat Cig L2 c AT ENTRY L2 GEO1 S4 (1). SIMPSON MSTA21 W/ (16)10d x 1-1/2" NAILS AT TRUSS VERTICAL TYP. U.N.O, GE01 S-4 ROOF PLAN 1311 SCALE: 1/4" = 1'-0" SIMPSON - CONNECTOR SCHEDULE USP-CONNECTOR SCHEDULE MARK TYPE CONNECTOR B FASTENERS OPF I SYP CONNECTOR &FASTENERS SPF SYP FRAMETO HETA16w/(9)1Wx11WOR 1810 HTA16wl(10)10dx112'OR 1585 1870 MASONRY HETA20Wl(9)10dxl 12' HTA2Ow/(10)10dx112' © FFRAMEO HZEAw/(1Uj8d NAILS 638 666 RT7FAw/(10)8d NAIL5 515 ME © FRAME TO H1OAw/(18)10d x112' 1010 1040 RT16A wl(17)10dx 1/2' 895 1020 FRAME H70A-2w/(IO10d xi 12` AT2 PLYTRUSSES 030 1080 RT182w/(16)10dx 112"AT2 PLYTRUSSES 936 1060 OFRAMETO MTS12w414)10dxi 112'(AT EXTEAI(%i 360 MTW12w/(14)1Odxi12`(ATEXTERIOR 10(S 1195 O FRAME IOOATIONINCLUDE (3) 12d TOENAILS) 980 LOCATIORINCLUDE (3)12d TOENAILS) OFRAME TO MOT w/(22)10d NAILS AND ST AT.R. w/iT 9�0 MUOT154r/129)Wd NAILS AND 5W A.T.R. Per 333D. 4495 MASONRY EMBEDMENT w/ SIMPSON'SET" EPDXY �B5 1ZESMSEDMENSO rw/ SIMFN"SET. EPDXY FRAME TO HTSM wl(24)1O7 x 112'(AT EXTERIOR HTW20 w/(24)10d x 112'(AT EXTERIOR 1285 153D O FRAME LOCATION INCLUDE (3)12d TOENAILS 1125 1310 LOCATION INCLUDE (3)12d TOENAILS FRAME TO (2) HTS20 W148)10d a 1 1? (AT EXTERIOR (2) HTW20w/(48)1Od X t 12' (AT EXTERIOR FRAME LOCATION INCLUDE(6)12dTOENAILS 2260 262D LOCATION INCLUDE(6)12d TOENAILS (EA) 2570 3060 HGT-2W/(1O10d NAILSAND(2)S/S' A.TA HUCIT2 W(IB)10d NAILS AND (2) SIW A.T.R. O FRAME TO W112"9MBEOMENTWIMMPSON"SBT' IOS9O 017-EMSECIMENTWSIMPSON-SET" 7020 9790 MASONRY EPDXY (HGT-3 FOR 3-PLY) EPDXY IHUGT3 FOR 3-PLY) FGTR w/(19) iN'x 31 WOOD SCREWS RFUS W(12) WS3 WOOD SCREWS AND 7100 OMAMETO MASONRY AND (2)1/T xS TITER HD ANCHOR BOLTS 3400 4725 (4)34"x8"WEDGE-BOLT (1) LGT2 wl (16) 16d SINKERS Ji FRAMETO &(7) UIr'. 211C TREN 2 1750 2030 MASONRY SEE NOTE #6BELOW ©FRAMETO MASONRY/ (2) L0T2 W(32) 16d SINKERS IS(14) iM'x 21/4' 11TEN(2 PLY TRUSS) 3MM 40B0-M (2) LUOT2 M(32) 1Od SINKERS& 00) iM•x3-WEDGE-SOLT(2 PLY TRUSS) 31001I 3100M FRAME OR (28)16d SINKERS FOR FRAME (EA) 32OF 3770•F I OR (32)1Ed SINKERS FOR FRAME TEA) 3800-F 4524F J3 FRAMETO MASONRY/ (2) LG73 W/(24) VC x 3" SOS SCREWS 8(8) SEP x 5' TREN(2 PLY TRUSS) 6570.M (2) LUGT3W/(24) 1A' x 21)T W825 SCREWS&(4)318`x5"WB(2PLYTRUSS) 64B0-F 7 5010-F 010f 6960E 8480-F -F 77100f FRAME OR (52)16d SINKERS FOR FRAME (EA) OR (56)10d SINKERS FOR FRAME (EA) BEAM TO HU410 OPT HUC410 V (16)16d 8 (10)100 GM25SO HD410 OPT HD4101F W (20)16d 8110)10d G#3080 O BEAM NAILS 0895 NAILS. U01950 TO HU410 OPT HUC410 w/(18)TREN GN500 H0410 OFT H0410IF W(20144" x 3' CUSSES ©BEAM MASONRY I 7M')Q&P 6(10) 1 Od NAILS WHEN WEDGE-BOLT&(10)1Od NAILS UPI TO HW6OPTHUC46 w/(8)tOd NAIL98 Gp1540 Gp3000 HD460PT HlM6 w/(8)10d NA1L88 W625 GA2015 ©BEAM MASONRY/ (12)1Wx 23/4'TREN(TO MRS.) UM9110 UM1135 (12) 1W x 23V' TAPCONS(TO MAS) LW1030 LIMED FRAME OR(12)1Go& SS 1 DO (FOR FRAME) Sw-F SYP-M OR (12)16d & (6) 1 Od(FOR FRAME) SYPf SYP-IA 2j HETA180PT (2) HETA20 (2) HTA76 OPT (2) HTP20 MOFRAMETO 1-PLYW(ID)/0dx11/2'OR 1920 1920 1fLY wPLYNIDdX11/T OR 1870 MneOrvRv 24FLY w/(12)16d 2305 2365 2-PLY w/(12)16tl 2430 HTSM16wl(8)70d NA1L5ANO(4)11e41/4e gr� 1110 HTWM16M(8)1Od NAILSAND(4)V4'x1SIN' 1145 1225 TAPCONS WEDGE -BOLT 0 FRAMETO OR MASONRY • HTSWO *1 (10)10d NAILS AND (4)114Wi ONES 1110 HTWM20W/(10)10d NAL S AND (41Wx13'4" TAPCONS WEDGESOLT 1145 1225 OFRAMETO P H10Sw/(S)8dx112"NAILSAND(2)318'x4' 760 fi10 MASONRY TMANHO FRAMETO DTT2Zw/(S)1/4'X1ire SDSWOOD DTB-TZWiM 1/4'XI 1W WSIS WOOD ® SCREWS AND (1) 12' O ATR. EPDXIED wI 1&15 2145 SCREWS AND (1) IMe 9 A.T.H. EPDXIED w/ 1510 18M MASONRY SIMPSON"SET" SEE NOTE M4) SIMPSON`SET" SEE NOTE 84) HTTSW(26) 16d x21/2' NAILS ARE, (1) S3"e HTT45 w/(28)16d x210 NAILS AND (1) ROA.T.R. FRAMETO EPDXIED wl SIMPSON "SET" 4376 5090 SVZ AT.R. EPDXIED W SIMPSON "SET`- 5005 MASONRY (SEE NOTE M4 BELOW) (SEE NOTE$4 BELOW) FRAME TO HTT4 w/ (18) 16d x2117 NAILS AND (1) 5/8" B HTT45 W/ (18)16d x212' NAILS AND (1) SO A.T.F. EPDXIED w/SIMPSON sEP' 3640 4235 SWE A.T.F. EPDXIEDw/SIMPSON"SET" - -4160 MASONRY (SEE NOTE BELOW) (SEE NOTE BELO" TO FRAME H1 OS w/(74)101 x1 1/2-NAILS 705 910 LUGT1 W (23) Ed xi 12" NAILS 876 1045 FRAME TO HMDKTw/(4)1/4"xt 102'SDSWOOD RTI6MW/19)10d X 11/2"NAIL38 OFRAME U MASONRY SCREWS 790 760 (4) 1W X I YI' TAPCONS 1385 1305 FRAME TO VGTvd(16) 114W BIDS WOOD SCREWSB O MASONRY (1) 5WR A.T.R. EPDXIED w/ SIMPSON'SET" MISS 4940 w/ 12' MIN. EMBEDMENT (2)VGTW/(32)114-W So$WOOD SCREWS OFRAMETO MASONRY &(2) SOPS A.T.R. EPDXIED w/SIMPSON 41TO 7185 "SET'w/ iT MIN. EMBEDMENT FRAME TO VGT w/ (161 iM"xJ" SOS WOOD SCREWS & MI5 W/ (22) 1 W NAILS & HTT45 w/ (18) O FRAME HW49D8 01112"STIR WOW 3@@5 4565 10d NAILS e(1)&I&"B AT.ft. 4180 SCTRHEWS & (1)) Sl8' EWS W 9 AT.R. OFRAME Y TO (2) HTTS W/ (52)16d"x212" NAILS & 4375 (2) H1i45 w/ (52) t6tl">Q V2"NAILS SODS FRAME(1)58'2 AT.R. (SEE NOTE 4M) 5090 a(1) Srl A.T.R. (SEE NOTE 04) _ (.FNFOAI f.INJNFI:TM NfITwQ 1. CONNECTAL.L FLOOR TRUSSES TO INTERIOR BEARING WOW WALL$/ BEAMS wI(2) 12d TOENAILS. 2 ALLTRUSS TO TRUSS CONNECTIONS ME PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. 3 G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4, FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT Wle 212ex4' TD TRUSS VERTICAL WEB w/ (2) ROWS OF 1Old WULS p T O.C. STAGGERED. 5. 12" MIN, AT.R. EMBEDMENT 0 CMU BOND BEAM U.N.O. 6:. SCAB TRUSS CHORD WlIV-V 2x SYP 02(MATCH CHORD LUMBER SIZE) w/(2) ROWS IGd 04- FROM END& 4- O.C. STAGGERED, CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. AO MINIMALCONNECTORUNOONFRAMINGPLAN 1. CONNECTION FOP ALL ROOF/FLOOR TRUSSES TO MASONRYWALLSI UNTELS, ICF WALLS UNO ON PLAN 2 CONNECTION AT 24"OR 32"O.C. PENDING VERTICALS FOR ALL FLOOR TRU83E3 PARALLELTO MASONRY WALLS SEE DETAIL FB12I53.1 FOR MORE INFORMATION 3 CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLS/ICF WALLSILINTELS 4.. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 3Z' 0.0 MAX. W(2) AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT w/rJl (IF APPLICABLE) LAYOUT S CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALUBEAMS w/(2)12d TONAILS O MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM OMINIMALCONNECTORUND ON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIOR/EXTERIOR BEARING WOW WALLS MOOR BEAMS ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN, 7/16" OSS ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSS EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH Sd NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE 11905.1.1 - - - NOTE TO FRAMER --- IF ROOFTRUSS LAYOUT SHOWS TRUSSiD'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 THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM 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 C.M.U. W/ 11/2' LONG T-NAILS @ 2'-0" O.C. SECURE JCHANNEL / (P 12" O.C. �.. .l METAL DRIP EDGE + 2 x SUB-FASCIA04 o ALUM FASCIA JUOUS VINYL ® G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=V-O" a'1811i (}77j 't44�, �°y0 r7 R11�SCNIt C a a Me l O! s®i L C "''IV zj ♦,�'Q' eS S10. �v MMMM]Ll1100e c N p W DO gEwPm p a8 ��LL g N,� b�'M1r� dTe�,« 5 IL �8� ®m m �.pLq a 9, W 2 S� a Zrm r Igmp�p Iapgg'b$ W#1 Is am LL Do I. Z8 P �y?� E 5 W Be 2 .19§. ., F$N- € K o °.. WWWFIDSENG.00M ❑ ❑ z — 7 O 7� Z N a � J N LL ^^ 11 Z JJ W LL Tis p U - V. Ow t0NisILLJ g x eti � c 4 a a CN O FLORIDA CONTRACTORS LICENSE NO. CRCJ_330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: o 0 > N w Oti 9 l z C 4) 0 ILD W mm > z `� :n U 3 m m d a 0 _/�3 E�D/'��/'� LC) 12 0 _ W VJ V/ ♦ Model Name /Number: 1480 VI Plar) Issue Date: Monday, November 2, 2020 VF KA PROJECT NUMBER: 20-7922 Y 2d Sheet: /B► Of: 4 ��1/ ROOF PLAN B V FICE f (Id TYP. TIE BEAM W/3000 P.S.I. CONIC. W/1 95 REBAR CONT. StMPSON SP4 W/(6) -1Did X 11/2 BPS OR SPB FOR 2x6 AND 2X8 WALLS 4 DOUBLE 2X TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 I, P.S.I. CONIC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL S" C.M.U. 2"x #2 SYP/SPF P 7. W/ (3)1./2" X 8" "J" BOLTS OR (3)1/2' X 6" EXPANSION ANCHORS OR (8) 3" X 1/4' TAPCONS OR y' (8) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME (EXT/B G/SH R) WALL TO N.T.S. nxi 1nxixlr^71^K1 nEYAU #5 REINF. 20" MIN. LAP BAR q #30R#4REINFORCING T) BAR #3 A 44 1 AP RPLICE „ 25' MIN. LAP 1 #5 STD- 90° q#5 REINFORCING BAR HOOK SCALE:1"-1'-0" 36' MIN LAP 46 REINFORCING BAR * GRADE 40 U.N.O, #61 AP, sp MSO5 REBAR SPLICE DETAIL - GRADE 40 N-T.S. ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING 4 ROWS 2 x 4 1/4- X 2M" 12" O.C. 1 2x6 1/4'X2§A" 12'O.C. 2 2 x 8 1/4" X 2aA" 12" O;C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. :PRECAST LINTEL a 12) 2X P.T.i BUCKS W/ 1/2" O.S.B. BETWEEN i FASTEN PT r NAILER TO MASONRY I IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4' TAPCONS- SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. LINTEL SEAM: — 1 COURSE LINTEL BLOCK W/ 14 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL Eil CELLS WITH 3000 P.S.I. GROUT ONE #5 P LOCATIONS SHOWN ON THE FOUNDATION CONIC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25- (ACI 530) FOR MORE INFO TOP OF BIAS v MS021 TYPICAL SHEAR WALL SECTION N.T.S. FORM & GROUT SOLID F °r, 8F12-1B/1 RM85 12" LINTEL DETAIL O O O LINTEL PLAN SCALE'.: 1/4" = 1'-0" ALL ELEVATIONS O � I C 3 AAARI411 � / /0// LO co 04 n O ax o t ��''.. Ix //1186611A1' ` ccO o G G s , C E O N 6 IS " r o �BN D m .8mBt OAF,.' w Omm��.f�§e a Q�mLL'J� W N 1, ¢§aR o gg z� IYm Ww O ° m6 n III�2.^' m m a D g9 0 tl g€as 2 e .3?5 4AWV.FOSEN IDOMLD Y ❑ ❑ ❑ ro m m Z n m — O O t Z O F N L Z Y 3: � 3 N U � C ei m — N = z � r1T m Q) h Fi M W m � p O L11 W D U— ccoo E O 1 LO0 IBM U vs p0 atom ♦ DAM tti HOMISS 0 'v FLORIDA CONTRACTORS LICENSE NO. CRC1330146 v 3000 GULFBREEZE PARKWAY —PRECAST "U"LINTEL W/3000PSI GONG. GROUT SHALL BE FLUSH GULFBREEZE, FLORIDA 32563 AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED DIVISION LOCATION:d REINFORCEMENT y R E tj 4 Gj I°ooK STD.9G HOOK v PORT ST. LUCIE CTYP.1 Job Information: z W a s }- N s � STD, 90 DEGREE B N REBAR ON BOTH SIDES ANGLE 3000 P.S.I. OF OPENING U.N.O. CONC. W/1 45 1 TYP. BOND BEAM to REBAR S" x 8' x 16•' K.O. x•T O PROVIDE KNOCK -OUT LINTEL BLOCK n BLOCK FOR FIRST FILL W/3000 P.6.1 f.V1 COMPLETE CMU COURSE CONC. W/1 #5 DIA. ip0 De BELOW BILL &FILL SOLID REBAR V O Ill (1) 05 BAR FOR ALL G N Y+ WINDOW OPENINGS 0'•6" M Z C AND LARGE INDICATES FILLED a` �. LT 8" x S' X le- CELL FROM FIG. TOBEAM WcroLU C CMU U.N.O.. BAR M NRH 1 #5 W m m V(3 c G1. m z. { O _3LU LJ�J LL LO J M U) (n rvP. DOWEL 25' N Model Name / Number: MIN. LAP (ACI 530) JA80 TQy'(VI Plan Issue Date: SEE FOUNDATION SWR FOUNDATION PLAN Q Monday, November 2, 2020 PLAN �p LOCATIONS KA PROJECT NUMBER: MS01 BLOCK WALL REINFORCEMENT 20-7922 S Sheet: SA Of: N hob LINTEL PLAN GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ASV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. S" BEARING EA. END 4. * LINTEL MIN, DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN: DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IFA SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (a) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS.A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS CASTE-CRETE, QUALITY PRECAST, LOTTS, PROCRETE F= RLLED WITH QTRT/U-UNFILLED 6 REBAR ATTOP MIN. 11)R Q'D R=RECESSED CL R r(ITY. OF RB 1 REBAR E10TTOM I OF UNTIL CAVTY 111 iTOP MOCK OUT 7 - LLI�NTFFHLOCK F1 1B/1T o GROUT t MOTTHNAI- QUANTRY OF *5 REBAR AT 15 REBAR AT BOTTOM OF TOP NAI o UNTIL CAVITY NEm gI OM REINPORCING 75 'ACTUAL PROVIDED IN UNTIL 1VAHIES) TYPE OFSIRNATION B" NOMINALMUlm C,FNFRAI rnN(:R MATFRICI S AFNFRAI Ill I ATION NOTFff 11 Pc precast lintds_ 15M Pei, 1 PWOO Iran mortw heal and bed lolms, 2 fc prestressed lintels=6000 res. 2 Snore filled halls one rat,el 3 grouted Pw ASTM C4T6 Pg=3W0pal w/ 3. Vetallador of llnel muatrnmpy will the erchRecbnl wd/or anuctaxe dhowhge. 4. maximum 3/e'ag#pgne and 8"tp id"slump. 4, UUr"als am manu@aWred with 5l/2" lord notches M the ends to ettammodete S. Enixte masonry units (CMU)pet ASTM C90 w/ wNgl call reinforcing antl grouting. mlNmaim netema compresyve strength=1900 pN. 6. NI IiMala meet or exwed L/3B0 veNcal tlefiectlor,exeept llMNS ST'4"eM B. Reber Per AS1M A813 Omde 80. 'order will', a nonhal hell" of S' meat or excee l L/180. Preetmsslrgl Shand per ASTM A416 Sratle & Bolton pad will labor to be located at the Dothan of the lintel cevlty. T. 270 low relaxation. 7. T/32' demeter who adr,upe we worded to the bottan ateel fa roorma el wchaees. 7/32 who, per ASTM A510. S. Cootlbplen concr�ma y ay be povlded Ir canpoette Intel in lieu M concrete S. Mo" per ASTM C270 typo M or S. maednryoohs 8. Salo Ibed re8ngs beeetl on mill design analysis pe, ACI 3ta and AD 530 10. Raba ProdiQ Apwoxil No. 15d1 11. The exterior su,few w le"eb meta led In e4wlor concrela meaonrywalla shot nave a coadng of elucro applied in acoch a ere with ASTM roved DN(3 orother app D.ong. 12 Unters bonded oboxiHaneauah won vertical (vanity oral uplft) and ho"zortal (Ntenq oeda shoud be checxed for coral leadlnill ire fdlowhg equation: Applied vedcal lead Applied harl7pntA betl < 1.0 sera w"tkel load Safe ho"mnfal low o; o: o• O Ei r y O" O O •: 0 ,� SRFe-08/1T 8F8-0B/lTEl O O El ,Q'. vo O' O O O :EI 8RF14.28/11 8F16Q9/IT O © 0 .A a0 8F2P16/1T T O 10 O M 8RF22-15/1T 8F24•1B/17 000 V00 © SF281Ell 8F32. 18/3T 0 2x6 #2 SYP P.T. W/ (2) W'x5" WEDGEANCHOR o N W OVERHEAD SECTIONAL N 0 DOOR TRACK W/ 3/8" X 2 1 1/2" STEEL LAG BOLT a W/ WASHER. MIN. 6 PER 6 TRACK TO JAMB. 0 (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o .N "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. c ~ SECTIONAL ® OVERHEAD LD DOOR P.T. #2 7 5 WOOD SYP2"X6"TRIM a s W � 4;i1lI91r 2"x6" P.T. WOOD JAMB Y E r vY y FS �1Ae° 04 SN �. 3 S DOOR AND CONNECTION PER t eo GARAGE DOOR MANUFACTURER GARAGE SLAB 3 : ,: TYP. GARAGE DOOR r ,K OF @ TRACK MOUNTING DETAIL a ; ;. •• ci a v°eeA fol ;0.� FL Off\ 0 MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. 0 T N E U ye N = W m v @ L0 $3B a 6' U 6'. 4�L LL 8 �Bm?si Nrc"vW� w BLOWN -IN R-30 INSULATION PER FBC ' AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED 12 AT EAVES (FOR VENTED ATTICS) FIBERGLASS SHINGLES OR T w @ » 8 In m � m m °'IL ; TILE ROOF PER ELEVATION ( ) o E i Q o y 12 WITH PERMIT APPLICATION PROVIDE AT EAVES SEE PLAN OVER APPROVED UNDERLAYMENT 6 B Eo m 2 3d PER FBCR 9UCTU OVER APA a� a �• � � � A '' ' SEE PLAN (FOR VENTED ATTICS) PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING ¢ a • o www.Foserc.com � � � FIBERGLASS SHINGLES OR TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES m � TILE ROOF PER ELEVATION ( ) OVER APPOVED UNDERLAYMENT I FASTENED TO TRUSSES PER ROOF � "��� i � � NAILING SCHEDULE) m ^ ` z JiV,'/Jj Z ' PER FSCR 905.1.1 OVER APA TRUSS ANCHOR (SEE PLAN) Z N PRE-ENG. WOOD $EERATEST STRUCTURAL NOTES D STRUCTURAL THING 24" O.C. :' _ _ — _ — _ — _ " ' SEE PLAN FOR BRG. HT. '- '; Z y 4 TRUSSES @ FASTENED TO TRUSSES PER ROOF ' �' , i NAILING SCHEDULE) 1/2" DRYWALL a , TRUSS ANCHOR (SEE PLAN) FELT PAPER OR ' ° ETAL DRIP EDGE TRUSS PLATE / J Z N V I r TO BE INSTALLED ON OUTSIDE 2X SUBFASCIA m FACE - _ _ _ - - - 3/4" P.T. NAILER • (� SOFFIT. SEE ARCH. •c n �Ln v y 1/2"DRYWALL MANS m W p, tMETAL DRIP EDGE 1/2" DRYWALL CURTAIN NAILER f 8 x 8 x 16 K.O. 1 x 4 P.T. @WINDOWS n LINTEL BLOCK E w Nu— O w CLai u5n CONNECT ALL 2x STUDS—�� 2X SUBFASCIA 1 x 8 P.T. @ S.G.D. n O.H. W/ (1) #5 DIA. REBAR & n V) m +1 TO TOP PLATE WITH 4) n 3000 PSI CONCRETE SEE ELEV. m �� m 18d TOENAILS SOFFIT. SEE ARCH. PLANS n PRECAST "U" LINTEL n SEE SCHEDULE u o N E u+ t o �'S fx �Iy _ , _ 1 2" DRYWALL �' ' SEE PLAN FOR HEADER SIZE U- V Q N O'q am , OPTION 15132" OSB EXPOSURE 1 ON MAXIMUM OF (3) - 2X PLATES MAY BE z O'H' EXT, WALL W/ ALL EDGES BLOCKED. DAM +D.MBS ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE T313 FOR NAIL ATTACHMENT. FLORIDA CONTRACTORS LICENSE NO. CRC1330146 (OPTION) STAPLE: 16 GA. 1 3/4" PLY ATTACHED W/ (2) ROWS OF Sbd STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON FILL CELL °(1) #5 DIA, 2 NAILS AT 8" D.C. ALL BEDROOM WINDOWS. rl n REBAR W/ 3000 PSI n CONK. ALL LOCATIONS 3000 GULFBREEZE PARKWAY n SHOWN ON FOUNDATION 10 GULFBREEZE, FLORIDA2563 VINYL FRAMED WINDOW w/ SCREEN n &FLOOR PLANS = (G.C. TO VERIFY W/ FLOOR PLAN v DIVISION LOCATION: LOCATION OF OPENINGS IN PORT ST. LUCI E EXTERIOR WOOD WALLS. IF NO v OPENINGS ARE INDICATED, FULL F' v Job Information: STUDS ARE REQUIRED). 'lVI NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. V[NSCREENFRAMED WINDOW a WINDOW STOOL n W/ SCREEN N CEMENTITIOUS DECORATIVE PER SPECS n PRECAST CONC SILL .e ry FINISH 7/8" THICK PER ASTM N y C-926-98A PAPER BACKED FOIL R4 u ~ O 2X STUDS (SEE FLOOR MAN FOR INSULATION AT CMU BLOCK WALL u PER FBC AND ENERGY FORM 1 N m a 'l EXTERIOR FINISH - 1/2" DRYWALL MORE INFORMATION). SEE TB13 SUBMITTED WITH PERMIT (SEE ELEVATIONS) v ON SHEET 6 APPLICATION ¢ 7 G FOR NAILING INFORMATION FORLO R-13 INSULATION AT EXTERIOR WALL SHEATHING. 1 x 2 P.T FURRING FIG. DOWEL E DIA. REBAR 17" IN CONCRETE - 25" W O N C WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN I x 4 P.T. EXTEND (ACI 530) ABOVE BASE NAILER SLAB. ALL LOCATIONS SHOWN -�" ,� > d M m m ai c-I i WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. MIN. 6" FROM END - SEE WS07 WOOD BASE ON FOUNDATION PLAN WOOD BASE SEE FOUNDATION PLAN FOR J t I�� ` , j v a FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR SLAB INFORMATION TOP OF SLAB TO SLAB WFORMATION TOP OF SLAB — - — - -- f 0 J Lu � M o — — — — _ - .. * vi Model Name / Number: �:. GRADE 1480 GRADE00 a' fl CLEAN : 3 w IL 0 SEE PLAN FOR iv Plan Date: COMPACTED , RE -BAR QUANTITIES Q Issue FILL : } .i Monday, November 2, 2020 SEE FOUNDATION PLAN SEE PLAN SEE FOUNDATION m KA PROJECT NUMBER: 20-7922 18" FOR FTG REQUIREMENTS f� PLAN s s ti N Sheet: S_2 Of: WS01 TYPICAL WALL SECTION — 8" CMU 3/4"=1'0" WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4•'=1'-O" TYPICAL FRAMING 0 DETAILS i( I�Lj Jr (I f SEE GE05 FOR STANDARD GABLE END FRAMING _ 2X TOP PLATE TO GABLE END W/ 16d NAILS @ 6" O.C. 2X4 STUDS @ 24' O.C. W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM PROVIDE 2x4 ON TOP OF 2xS TO BLOCK OUT TOP PLATE ATTACH W/ (2) 12d NAILS O.C. (SOLID BLOCK w/ 2x6) 2x4 STUDS' V PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W Ed 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION ROWS 12d @ " O.C. .—DOUBLE 2x4 TOP PLATE 4\�N 0 z PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE N TOP PLATE w/ MORE a THAN 50%OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. 20 5- SIMPSON PSPN516Z a w/ (12) 16d NAILS TYP. f M7 TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1 2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL GE15 I FALSE BEAM AT GABLE END N.T.S. m 6D m 1" 1�n^ 14a Q L� (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED L6d ROWS OF STAGGERED 1.6d 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 - 0.162", U+ 3-1/211) OR EQUAL (D = 0.162% L= 31/2") OR EQUAL NOTE115ACENT NAME ARE DRIVEN FROM 3) FOR 4PUY, PROVIDE 1/4'DIA. x51/2" LAG OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 31C OF 4) REFER TO NOS SECTION LOS FOR THE THICKNESS OF THE IAST IAMINATWN. ADDOIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. FOR OVERHANGS BETWEEN 5/8" TO 1 1/2- NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. OP SPLICE DOUBLE 2x8 TOP PLATE w/ 2 ROWS OF NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD WF17 I TOP PLATE SPLICE DETAIL 3/4"=1'-0' * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END I EA END JEA END LESS THAN 4' (1 (2) I) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. - TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) * * HOLD DOWN CONNECTIONS PJOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADERANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"O/C FOR 2x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HTT4 W/ (18) 16d NAILS &A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WF09 I WALL HEADER DETAIL N.T.S. E 0T r RCS�l r m \� •'v ' , A 't �t o Pj G P J I js U4* a J#J ' T NNM1 O R C�qt s ��Nmz NU 4c20 WWWi e ® zLV�i O 8r� 14ut IYAo g dl,*� :, :c 00 TO LL 5 ER9 I9 OU Km io.s:= � 11 r 5 V WWW.FDSENG.COM 11 cl Z Q_ o z N 10 Cll z < a m Z N 0 m Q � U —= ©(Dv) Clf,; w� -j Ln m U CA E '0a = < N 6 uo Q'.W DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC13301 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: O a Z C IV � V-1 LO � W O ci � m di z 11 LO 00 I0JLu m L0 o u- J m (f) ♦ Model Name / Number: Plan Issue Date: Monday, November 2, 2020 TT KA PROJECT NUMBER: 20-7922 Sheet: 3 Of: MS18 I RETROFIT WALL OVERHANG DETAIL I N.T.S. TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN - - ' 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR TO BE LESS THAN O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. OR EQUAL TO 451 - - , , WALL ' MINIMUM 2"x4" 8d NAILS @ 4" O.C. SHAND ROOF EATHING, SEE T613 CROSS BRACING BETWEEN TRUSSES @ 48" 2x4 SYP BLOCKING FOR SPECIFICATIONS (SEE PLAN FOR . "a--' O.C. MAX. FASTEN TO EA. 2x4 SYP I BRACE FOR LOCATION) ` BLOCKING TRUSS w/ 3-12d NAILS EA. GABLES 3'-0" TO 5'-11" TALL. END 2x6 SYP L BRACE FOR - -- ` 2x4 SYP CROSS BRACE GABLES 6'-0" AND TALLER. 6 APPROX. .0 8" FROM RIDGE ATTACH LBRACE w/ • THEN 48" O.C. AFTER. NAIL w/16 - ` 3-12d @EACH FyND & ® 12d NAILS @ 4" O.C. - - - CROSSING AT 45 ANGLE. GABLE TRUSS ' ' • - --- . (NOT REQ'D WHEN GABLE IS FASTEN ON HGA10 12" LONG 2x4 #2 SYP BLOCK AT4 -1" OR SHORTER)%A _ BRACE CONNECTOR FROM BRACE LOCATION. FASTEN TO - CONT 2x4 SYP SPANNING (4) TRUSS LP w/ 3-12d TO CHORD (MIN"AILED BLOG GOALTO SI NAIL GABLE TRLATE w/ USS S3' O.C. t� c (3) 12d 1ST 4 BAYS) TO TOP PLATE W/ PER JOINT - l6d NAILS @ 4" O.C. CONTINUOUS LATERAL BRACING- .F-- 4 BAYS 'T. PLATE 1/2"x8" ANCHOR BOLT ' NAIL OVER X-BRACE AS SHOWN- - AT 48" O.C. MIN. INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR v, SYP W/ (3) 12d @ EACH MASONRY WALL m n TRUSS WEB m NAIL TOP OF "T" TO GABLE I ROOF SHEATHING, SEE T613 FOR ATTACHMENT TRUSS w/ 2.12d AND 1 a OVER JACK TRUSSES, SEE SIMPSON HS w/ TB01 TYPICAL CROSS BRACING DETAIL N.T.S. B:02 TYPICAL CROSS BRACING DETAIL N.T.S. 10-lOdX11/2" NAILS PLAN. FASTEN (1) SIMPSON HGA10 G 0 @ 48" O.C. W/ S 1/4"Xi 1/2" SDS WOOD SCREWS GABLE NAIL TOP OF "T" 2x4 BLOCKING w/ 2-12d TOENAILS 3 PROVIDE 2X4 MIN. BLOCKING AT END TO TOP PLATE BEAM 1TTLLIIT°Tr CENTER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM TO GABLE TRUSS w. 2d ,�`•� L0 TOy. AND 1-SIMPSON H8 w BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 11/2" NAILS `�>> ••,�,EN °.,N., °r CNAILS HORD EACH END TO TRUSS TOP @ WOOD FRAMED WALL @ DUTCH GABLE c��`', ND ';;,< NTYR ,•.•. L TRUSS ALTERNATE TOBLoacING GE01 GABLE END BRACING •`�` q PRE-ENGINEERED VERLAPTRUSSBRACING N.T.S. WOOD TRUSSES AT LEAST ONETRUSS 6" OVERLAP Sj P� ` z TRUCTURAL PACE •'m ��T ' •F L O G.T. SHEATHING m ,' i�ss�...`•rh all Z,Jb ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD 'OI LT OI LLT1L TO PREVENT SHEATHING ACK "" - OF HIPPED TRUSS W/ 2 SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. v m MAX 24" SPAN (EITHER G.T s m SIDE OR BOTH IF REQ'D) c T Li N (2) 12D NAILS MINIMUM (3) 12d ROOF pT 12" O.C. MAX PER JOINT MINIMUM 2"X4" SPF OR m 'D SHEATHING c m H 00 I SEE *SPACED AT 10'-0" MAX SYP TRUSS BRACING 5 g m UZC13 F PLAN (— ,4`�Q m * Tk 2X4 BLOCKING < 2np`j{�]`;mM 0"-8pR a '- BETWEEN TRUSSES HIP TRUSS 8$a g o LL Li N -Bil of SF(�T AA 8g -L QtTB03 HIP / RIDGE BLOCKING DETAIL N.T.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.s. $F �aHt8M��LL 9 0� �y '2 4 a f � AWN/.RJStNG.COM Z o £ Z o OD TRUSS NOTES: ^ , Z N (VI/j avim 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014LO J N (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT ~ V I M 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 8 L.n f0 w CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONEAREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. m _ 2. ALL BRACING (DB,C8,BS) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0' O.C. MAXIMUM- 3. O Ln w O 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. U 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT •m ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. ((��//...���� 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. m = c TO m �� L) gy o j SEE TYP. TRUSS BLOCKING DETAILS 04 ° = o p04 SHEATHING '. $ U to 3 T04TRU33 x4 AS RNATESHOWN ® C N 0 o �G ALTERNATE /M TRUSS SPACES niocrnnN � a N Ci VERTICAL SCAB 2x6 #2 SPF 48" O.C. ASEEW/ (4) 12d TOP & BOTTOM OR H5OR HCLR/LL IN PLACE OF (4) 10D REQUIRED 0 RAFTERS GREATER THAN 8'-0" SEE PIAN BLE TOP ��F§j,I ... DAMS HOMES wuLs as TRUSS m R000 GULFIDA CONTRACTORS UCE14SE NO BREEZE BREE E PARKWAY SEE STRUCTURAL NOTES AND NAILING m GULFBREEZE, FLORIDA 32563 LE PRE -ENO. TRUSS Ou P�'� SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS VARIES w/ ROOF ~ DIVISION LOCATION: SLOPE • POR S 2x STUD WALL m SEE PLAN ••� ,. m . ♦ Job Information: \ / / - CONY. FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 #2 \ \ 2X4 SPF BLOCKING / \ / (4)12d WHEN IT LANDS SPF 48. O.C. W/ (4) 12d \ BETWEEN TRUSSES / NEXT TO PRE-ENG. TRUSS 2x8 BNG. NAILED 0 EACH TOP & BOTTOM OR H5 OR W \ \ @ 48" O.C. MAX. a " SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d \ \ / / 6 REQUIRED w/ (2) MTS12'S 1MAN I8E00"®RAFTERS GREATER \ \ / e 2x4 SPF BRACE / m @ 48" O.C. - NAIL w/(4) a COLLAR TIE \ \ 12d AT EACH END & EVERY 3rd \ \ ALTERNATE DIRECTION O - y �(., SHEATHI 7C]L RAFTER UTS 2X4 BLOCKING BETWEEN C6 BEVEL CUTS(OPTIONAL)TRUSSES N 0 7 Z U y0 TRUSSES W/ (2) 12d NAILS (OPTIONAL) i Z C 4) ei 0 0 EACH END, CONT. EACH BAY D TB 2X4 SPF W/ (2) #7X31/2" / / TRUSSES -o c O DB WOOD SCREW EACH TRUSS / / SEE PLAN 0 M ALTERNATING OR HS @ 48" O.C. D] BLOCKING PREENG.TRUSS / / > `� @ G U CONT. ROOF SHEATHING AT TRUSS TOP TYP. STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS V SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ m "< B (USP MP4) @ � m Cn Cn In LL 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD • 2X8 #2 SYP RIDGE BEAM 2'-0" ON CENTER \ \ / 2X4 SPF BLOCKING N ♦ Model Name /Number. TRUSSES W12}32tl NAILS @ / AT 8'{p EACH END MAX TRUSS„ 2x6 RAFTERS 02'-O'O.C. \ A/ BETWEEN TRUSSES r MAX. w/ (3) 12d COMMON Y @ 24" O.C. MAX.w/ \ / \ - TOENAILS TO RIDGE BEAM WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN / ' • •\ (3)12d EA. END (TYP.) 1480 (SEE PLANS FOR TYPE) 4 FT @ 2'-0" O.C. MAX W / (3)10D CONC. MASONRY SEE PLAN ffi VF Plan Issue Date: COMMON TOE NAILS TO RIDGE BEAM STEEL OR WOODY 2X4 CONT. AT T & B CHORD BEARING SUPPORT 1/2" SPACE rX Monday, November 2, 2020 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING m ♦ KAPROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING °' INFORMATION 20-7922Y 2x4 S.Y.P. @ 16" O.C. T o Sheet: 4 Of. •• N ROOF FRAMING TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. TBiS EXTERIOR NON -BEARING WALL DETAIL N.r.s. 0 AND BRACING DETAILS FILE COPY 6" 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 3/1611 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. 53 SPA EVE N' 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE r„ 6„ 3„ o" 3M 3" 3„ 3' III III ( 3„ 3„I. 3„ 3„ 6 6 6„ " DOUBLE DOOR W/ SIDELITES DA IE fl i" 6" >PACE :VENLY 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE )q; / FILLED PVC. PIPE. O in TOP OF SLAB op Z I n Ii eI IN. IIG, II ° I f Il Ir ° N d NI ° 16" MIN. DIAMETER ° a ° I CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. i" SPACE EVENLY z i Nam{ Deck 7" s m use valley centerline ' SHINGLE INSTALLATION GUIDE NAL SHINGLES W/ 1L OR 12 GAUGE ROOFING NAILS. $/8" MIN HEADS 6 PER SHINGLE. ew`Do, U \ `Ar 'q COWee 1teQOOge °utse ' 7NdG 1y2'049 eaves about 1/2' iI drip edge Is usetl, or about 3/4' It no tlrlp edge Is used. R905211.5 DRIP EDGE i U I UMP EDGE AT EAVES AND GABLES OF SHINGLE ROOFS. OVERLAP TO BE A VAN MUM DF An (7eon). ONE DRIP EDGES SFAL1=No 'hln BELOW SHEATHING AND EXTEND BACK ON THE ROOF MIN MGM OF Zn. DRIP EDGE AT EAVES SHALL BE PERMITTED To BE INSTALLED ETHER OVER OR UNDER THE LNDFP.I AYMFNT. F INSTALLED GVER THE GNDERLAYMENT, THERE NHALL BE A MIAIMLM Ak, W OM OF ROOF CEMENT INSTALLED OVER THE DRIP EIX£ RANGE, UAV^ EDGE SHALL BE MECHANICALLY FASTENED A MAKMUM 0 12,n ON DONT-R. WHERE THE Vaad AS DEICANI NCD IN ACCORANCE WI SECTIO`! AWL 2.1.3 IS 310 WH U77 KM/H) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10,055 men). DRIP EDGES FHALL BE MFCHANICALLY FASTENFD A MA%IMUM OF4INCNES MAXIMUM Fastener Spacing (lambs, Head and Sul) ^� Screws Mounting Fin--- atesior Rxgd VIOLA Window of - I Well Framing; #28prpmtnne/Fir Orb $Illcone $crew Minimum Panakatlat 1-3JB" Cross Section V iew x rMmmum yr y a 9ilimne � A L Erterlor SheathRg w Y pru.eri the blaX c fma, scragmnes and other damage urI Comouuiun N complete Step 1 Measure to be sue the opening is 3/8" a LPL" larger than tits window size both WtIcally and hakwaly. • You may wish a predrill the Installation MODS in the fin at this thee. lAr Pr&AaYXV /zees M the MOUffifig ft u me not Star 2 Apply a geleras land of sukone to tie baftce of fhe mounting in the enough slimne to su idently flit ail voids between the An and the wolf simathima Step Irsotnle window into the Openig from the outside. The window is labeled Inside" aid 'out ", but gthese labels have been Step 6 he" the remaining t55temm5 In 8' IACM1Nnena from the eater so we tothe Cant, of eadn frame member. Use rare not to Dwer- tletenthe screwsand pull themthrough the to. Alm, make sure the screws go in spa int antl do net muse the frame to bow. Wag framing slwull be a minimum of #2 Stan"JP• Fr: . Fasteners should be #10 svews elf sueidem I to achmat 0191 pentaxabariinto the wall and rid less than 12" ham.edge of finainl F.rt auamiaea Meadlei In Each NAB m liana Maituaw,r asedro Step 8 IT desired, a foam Insulation Can be applied to the interior gap between the window and wall framing. If applied, bW mmrM ROOF CRICKET: NON CNPANOdye6 TYPrFOAM, MIN: 3:12 SLOPE ASPHALT BASED step 9 Sine these windows are typically umd in rooms with high mdsture, It; bathrooms, it is mmmmentled via tie lnterlor gap (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING between the window and Nall framing aim be sealed with saloom and tooled so as not to interfere with me Installation of LOCATIONS) ETTER, WALL FINISH AND EXTENDING wallboard, the or trim. Step 10 Once all construction Is complete,remove are bubble wrap hanflee inside mid outside of the window. Ifnemsary, dean the 0" X 6' H GALV, milim m or 6' ABOVE VERTICAL RISE of FLASHING WALL FLASHING CONT. AT KNE ALL WI with a rmld deter nt and warm water us' a soft doh. KENTRYAL PLASTERST SEALANT RooF Failure to follow these procedures will void any and all warranties. R' X 65HICAM T � to Lu� FLASHING DETAILS ORIZZNOTE! THIS DETAIL IS REQUIREDHIN AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW \ AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTAC H M ENT N,T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD- "TAPCON" SCREW THRU THE WIDOW FRAME INTO MASONRY • \ JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME BY OTHERS SHEATHING-� BY OTHERS CAULK BETWEEN FIN &St #EATHINS EXTERIOR } PERIMETER !1[ CAULK BY OTHERS O.A. WINDOW HEIGHT EXTERIOR T11/2" MIN, EMBEDMENT /-19 WOOD 50REW INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N'T.S i/4" MAX. SHIM SPACE GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: y Building Permit: Product Design Design Pressures Manufacture Model # Attachment Method # I Roofing: 1st Choice DADE COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL7006.1 R-10 W/ 3/8" MIN PENETRATION THRU SHEATHING l z ROOFING VENTS: ' Florida Metal D...w.n.. L... FLAMCO "nw.Ia.....,,...," FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, •" r=o�Aa ��,.r• �Mr, ,, ,, �.. +�........ ..... S FL21580.1 R-1 r ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING PRODUCTS LLC ITAMKO No, 30 ASPHALT —SATURATED OR ANI- FELT UNDERLAYMENT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH R905.1.1 F112328-RS 2nd Choice Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 1 6 x 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x S" "J" BOLTS F L16546.1 2nd Choice +30.0/-32.0 CLOPAY 8 x 7 FL15279.36 Swing Doors: 1st Choice +67,0/$7.0 THERMA TRU FIBERGLASS D ORP. DOOR GLAZED INSWING 2X BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.1 r- ..... rF •wi 0 FNSF' C J;' g9864 0 �: 4ATE OF FC'0 V;�nI. oe fill, iorN P� I erg 0 m� R$�gP un CO TIE a " fi sg.r OyNmi W�mry4 w p m u m£ o - a .§- w y LLg 621d % a � P�L�� 3 s Is �J z° o m a re � .; � m e F° 5 0. 0 a AM%.FDSENG.COM ❑ ❑ ❑ D_ z_ � Z N Cll 0 z 1 Q a J a N z t' VIA 0M (D� w O m U — m '1 0 W VIc ln,�N U � Q E i"', W �0Go U 114: coppr S p n rmjt b a N � on am 2nd Choice +67.0/f7.0 THERMA TRU-CORP. FLUSH AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.19 y FLORIDA CONTRACTORS LICENSE NO. CRC1330146 'v FIRFRrI ASS DOOROUTSWING BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 4 1 a, 3000 GULFBREEZE PARKWAY TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) GULFBREEZE, FLORIDA 32563 d Siding: DIVISION LOCATION: Choice +0/-146.3 The Tapco Group 7" Staggered ON FASTERNERS ARE GALVANIZED STEEL ROOFING INSTALLA1St NAILS 1 IT LONG WITH 1/8" DIA. SHANKS & 3/8' DIA. HEADS FL20403.17 0 PORT ST. LUCI E Shakes AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N.A.V 2nd ChoiceN.A. SHALL BE BEYOND WALL DRESSING Job Information: Windows: " a Cj 1st Choice +401 MI WINDOWS 3540 SERIES Single Hu SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN, 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL FL 17676.1 R9 (fin) HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF 0 IN+401-50 0 .5 N MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 3540 SERIES +50.0/-50.0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE 1%- INCH MINIMUM EMBEDMENT IN WOOD SUBSTRATE. FL18644.3 R3 �y O m Ilaaaaa- a z a N Mullions:RD 1st Choice M-1926 MI WINDOWS Mullion Vertical FOR 3/16" ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE TAPCON ANCHOR WITH SUFFICIENT A i'A Fl 18504.1 LENGTH TO ACHIEVE Horizontal FIL 15804.2 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM e N � 'G EDGE DISTANCE W > iJ M d m Fixed Glass" " ` -9 e 14 3 ` , U d 1st Choice +50.0/-50.0 US BLO WINDOW 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS FL18644.3 R-3 2nd Choice WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD J LLJ BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. t O _j m 3rd Choice Soffit: 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 ° 1480 Hurricane Panels: Plan Issue Date: 1st Choice 46 PSF EXT/ HURRICANE STORM PANEL MR INC. 24' Ga. Gaivenizea DIRECT MOUNT TOP 1/n"-20 MALE PANELMATE W/ WINGNUTS AT 12'f ' O,C. BOTTOM 1/4"-20 SIDEWALK FL16293.1 a Monday, November 2, 2020 c KA PROJECT NUMBER: 46 PSF INT. Steel Sto m Panels BOLT w/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their v 20-7922 use in the structure. (Architect or Engineer of record) T o Sheet: Of: Name: Carl A. Brown Certification Number: FL # 56126 S_5 Name: TODD M. BORN Certification Number: FI. # 82126 BP MATERIAL Name: Luis Pablo Torres Certification Number: FI. # 87864 ' � REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER & WEATHER RESISTIVE FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with aweather-resistant exterior wall envelope. The exterior `WEATHER WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4. A water -resistive barrier Is described as a ,0 RESISITIVE material behind an exterior wall covering that is Intended to resist liquid water that has penetrated behind the exterior BARRIER WOOD FRAME CONSTR. SLOPE covering from further Intruding Into the exterior wall assembly. An exterior wall covering Is described as a material or TAPE EXTERIOR SHEATHING SELF -ADHERED FLASHING BY LAPPING DOWN 3/4".1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER 0�3 in :12.0 in SELF -ADHERED FLASHING assembly of materials applied the exterior side of exterior walls for the purpose providing a and f OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) on finish limited to, veneers, siding, exterior Insulation and finish systems, Insulation, et t systems, barrier, for aesthetics, Including but not WALL BY61N. UP JAMB 6". USE LIQUID NAIL BRAND SELF -ADHERED FLASHING PRODUCTS DETAILS tur n architectural trim and embellishments such as cornices, soffits, and fascias. s, yaeF"",eo wi",wva, OR EQUAL WEATHER PROOF CAULKING R703.2 Water -resistive barrier, One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such WEATHER SELF -ADHERED FLASHING EXTERIOR RESISITIVE CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches BARRIER f ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 man). Where joints occur, felt shall be lapped not less than 6Inches (152 mm). The felt or other approved material SEAL TOPS OF JOISTS shall be continuous to the top of walls and terminated at penetrations and building appendages In a manlier to meet the UNDER DECKING SUBFLOOR requirements of the exterior wall envelope as described In Section R703.1. (SEE DETAIL WP07) SELF -ADHERED FLASHING R703.7.3 Water-reslsUve borders shall be Installed as required In Section R703.2 and, where applied over wood -based WIRE LATH Detail Instructions sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers or HEAD FLASHING TIE-IN INSTRUXTIONS: RIM JOIST Grade D paper. The individual layers shall be Installed Independently such that each layer provides a separate 1. Cut, fold up & temporarily secure weather Refer to the number marked as ®in each detail that corresponds to the continuous plane and any flashing (installed In accordance with Section R703A) intended to drain to the waterxeslstive resistive terrier above header to allow for noshing installation numbered items in the list of instructions below: barrier Is directed between the layers. 2. Self -adhered flashing plus head flashing underweather BUILDING resistive barrier .I O PAPER 1. Install self -adhered flashing in order as shown by numbers Exception: Where the water -resistive barrier that Is applied over wood -based sheathing has a water resistance equal to 3. Fold weather resistive barrier back over head flashing and seal with tape O 2 t 2 V O 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper or greater then that of 6"Inute Grade D papa and Is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, layer) embedded in the adhesive la er for ease Of installation and to minimize R703,4 Flashin roved corrosion -resistant flash) shall be applied of g' AVP ngt shingle fng co p a manner to prevent entry a water Into the wall cavity or penetration of water to the building framing components. membranes Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW W P01 SELF -ADHERED FLASHING W P 02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER P 0 ^ W 3 scoring cuts or ration products t the junctuheredre used as flashing shall comply with AAMA 711. All exterior fenestration produefs shall be sealed at the Juncture with the FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA 800 or ASTM C920 Class 2S Grade NS or greater for proper joint adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, u ed as C1281,aching AAMA 51r al other approved standard as appropriate for the type to sealant. Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 714. The flashing shall extend to the EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) surface of the exterior wall finish. Approved corrosion resistant flashings shall be Installed at the following locations: EXTERIOR SHEATHING -� 3W'-1"BFAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD ASPHALT ADHESIVE ADHESIVE 6. Fold as Shown by arrows 7. Angle of comer may Vary, 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 THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to corner Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) �1 8, Mechanically fasten a5 necessary shall be Installed in accordance with one or more of the following: LETTER ON CHEMICAL SCORED COMPATIBILITY RELEASE PAPER 1.1 The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed in the ` • (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where SELF -ADHERED SELF ADHERED FLASHING, EXTEND A MINIMUM T r RELEASE PAPER TO EXPOSE flashingInstructions or details are not provided,an flashingshall be Installed at the sill of exterior window and p FLASHING VERTICALLY FROM ADHESIVE AS SHOWN) door openings. Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the BOTTOM OF exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall THRESHOLD MECHANICALLY FASTEN AS Incorporate flashing or protection at the head and aides. ' s SECTION -A NECESSARY IN CORNERS THROUGH 1.2. In accordance with the flashing design or method of a registered design professional. (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 260, FMA/AAMA/ WDMA 300 or SELF -ADHERED FLASHINGz 0 FMA/AAMA/WDMA 400. 2 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both SELF -ADHERED FLASHING 5sides under stucco copings. NAILING FLANGE 1 O 44 3. Under and at the ends of masonry, wood or metal copings and sills. DO NOTOVER 2 SEAL TOPS OF JOISTS UNDER DECKING 1 8 6 4. Continuously above all projecting wood trim. OM NAILING FLANGE $ (SEE DETAIL WP07) 7 S. Where exterior porches, decks or stairs attach to a wall of floor assembly of woo"ame construction. s. At wall and roof intersections. SELF -ADHERED FLASHING IWPO4 SELF -ADHERED FLASHING W P 0 5 SELF -ADHERED FLASHING W PO /Y�1 7. At built -In gutters. HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER V I SELF -ADHERED FLASHING DECK PROTECTOR .` T SHEATHING ' `' -' 7/8"Cement Plaster 7/8" Cement Plaster ----- - - in accordance with accordance with ASTMC926 A ASTMC926 SELF -ADHERED -" FLASHING PATCH Felt backed metal Felt backed metal lathe in accordance lathe in accordance SELF -ADHERED FLASHING 's-" with ASTMC1063 with ASTMC1063 DECK PROTECTOR Building Paper Building Paper 7/16" O.S.B. i O.S.B. sheathing sheathing � � %,. Sheathing DOUBLE JOIST '" % ,'�' metal Kee to edge p 9 SINGLE SELF -ADHERED FLASHING of weep screed e SELF -ADHERED FLASHING 'I 2 3 1/7' 2" below top of block Unperforated 3" MIN 4 Flange 7/8" Vulcum Weep Screed cauk bottom O 5 joint only Maintain Metal Flashing Bottom of 3-1/2" Unperforated SELF -ADHERED FLASHING Fwpo SELF -ADHERED FLASHING W P 0 APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD JAMB, SILL) IN W PO ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE Weep ScreedFlange 1 1/2" to 2" 7/8" Weep Screed \HO.8362x;DECK JOIST OUTSIDE CORNER INSTALLATION OF THE BUCK/RECEPTOR. Above Roof 1 /T' Cementitious Sheathing Decorative Finish o • • o, All inside and outside corner will °• need to be miter EXTERIOR WINDOW UNIT cut and caulked all CEMT. FIN. Cement Plaster butt joints need to BUILDING PAPER SLOPE in accordance M. ' becaulked using SLOPE with ASTMC926 Vulcum caulk for all SLOPE 0.3 in: 12.0 in F7(0.6 0.3 in: 12.0 in cm : 30.5 cm) y 0.3 in: 12.0 in (0.6 cm : 30.5 cm) over wood 2nd floor (0.6 cm: 30.5 cxn) -"--- -- -- - SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING ~--- EXTERIOR CEMT. FIN. BUILDING PAPER NAII WIRE LATH 1/2" Cement Plaster Finish SELF -ADHERED FLASHING L}. Block WIRE LATH 21/2" Perforated "F• , Flange 1/2" Weep BUILDING PAPER Cement °• Screed BUILDING PAPER Plaster over block 1st floor EXTERIOR WINDOW UNIT CEMT. FIN. Slab Install bottom edge of weep screed 1" below finish floor OPTIONAL DETAIL 3 $ O Note: The building paperand metal lath must be installed over the top Of WEEP SCREED DETAIL SELF -ADHERED FLASHING W P 1 0 SELF -ADHERED W P 11 HERED FLASHING CEMT. FINISH PARR ET WALL W P 1 Z the wee Screed. p SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD CEMT FSH WINDOW SILL m ,`�11111 101 O . N S Z tto.�..r g°14 k N (0 W V F LO aD cgis�R� LL � Wpm 4207 €"h d W z � O i- III��am°' � O U J W V J g- 'a WWW.FDSENG�COM ❑ ❑ ❑ O z o - o N b aN Q a ,H - N Z r to m (0 to n w w a too Y U ow to () ro r Do r` c Q �q O7Vy Q 04 MDAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE9 FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: LL 0 '..r_ 0 Z O c LO LU _ ri t0 m (6 a) 2 z �a 0JLLIZD J IM v i (n M Ln o LL ♦ Model Name / Number: ♦ Plan Issue Date: Monday, November 2, 2020 ♦ KA PROJECT NUMBER: 20-7922 Sheet: W I Of: WATER PROOF DETAILS LEL as �e� Hl� L's S2$S RA4904 - ;• /,;; d - fm 12x6 lwcd 55 1Ox6 1wcd 105 n YLT I CLG 14x8 lwcd 205 10x10 ra 12x1-6,----------- - sum 7 5" bath duct r �a ; 12x12 rag ............ 8x18 fbrag to roof cap w/ standard 70 9" 75 „_.__ VLm cts. 6 , 6 cfm bath fan _ :........................... — 10x6 lwad 4 w.To CL43 dryer wall cap 3 Raw- B: Sx lwcdl` - T 6x16 rag 1 : wz� I _ 14 zac,c. t 12" i a ( 90 5' ®_••• 10x6 1 wcd T9a'.t!'i x4 1 wcd 60 s WID cc� I 14 _ 5" -_ - -------- ME H. :: T BEDROOM 140 WID M. 13d -•-• a 65 13 �dwxsr: nT TT3ov,U� :3roFt 12X6 lwcd �ND, J3TDq�d 3 3NPJ.14�yi .Y�svtalO.T Va TJ'HEu3 Ti i QJAD117A l Ox6 l wcd �x ? 9 LM P . 8 fAl2 NMlO l Ji139 I Q R NI 3TAM ' 7" 42X42 A/C SLAB :___---___-_ BY BLDR MIN Wat — — — — -- -- - — — - -- — — 2' FROM WALL t— -- 2 CAR GARAGE 8x4 1• ` RY' +* . . 20 T cLr. _ �_,_r 1 _'.. _�. _ ._� _ _ ..__ _ __... _ T � . _ � _— ._____ . . • ...—mom i i I i I L i� t 1 __ r _ NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code-M1602.4 balanced return air. EXCEPTIONS 1-3 100 I 1wcd FLOOR PLAN 3QAt E� 1�2" ... 4'•0' ALL ELEVATIONS kN AD �5" bath duct to roof cap w/ standard 70 cfm bath fan 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. AREA CALCULATIONS 1-9t FLOOR 1954 S.F- TOTAL JVINO CACI 1484 S.F. GARAGE 30 S.F. C0'4FRFYk F RY iSASF, 23 _S.F_ GOWP. L FAW LAMA: TCTAL ARIE4 UNDER ROD? 1904 S.F. Rating 5 s s 0 O CID w�� Qo �' 0 v v < S, s Cn m Z W LU LLJ Z W O � O (n 0J � l0 '= Q O S N ® O J 00 Q 00 m Z CV ® 0 .. —_ N (J ! m LLl ' ' • • > Z Z LU J Q M� W Q � ®II Q M W nnJ L.L J � / V / ® �Q:f IJD COPY