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Home My WebLink AboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS ''LL R318.1 CAST IN PLACE CONCRETE CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT NO: TITLE BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS OF TERMITE 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" 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 PLUS OR MINUS 10, 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. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDEN1TiAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO. EARTH OR 11/2" TO FORM U.N.O. NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014).& 6TH .FBCRCh. 3443. TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 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 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI SiS44). AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.10) 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES. A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 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. REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION AMA PLYWOOD DESIGN SPECIFICATION EDITION AMERICAN SOCIETY OF CIVIL ENGINEERSS:: A SCE/SEI 7-10 ALUMINUM DESIGN MANUAL - 2015 EDITION I. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. H DRAWINGS AND PPL CCABLE: N ACCORDANCE WITH THE REQUIREMENTS EQU REMENTS ORK SHALL F ALL T E FOLLOWING WHERE APPLICABLE: EXTERIOR COVERING MASONRY WALL CONST. (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES IR703.7NSTAL EXTERIOR PLASTER. MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE INSTALLATION F THIS CODE. PROVISIONS OF THIS CODE. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90.014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (:f m = 1500 PSI ) 2 MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C27O12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACH EMENT LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS EXPANDED METAL OR OF 3000 PSI SLUMP W TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE. AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 1.92 CIA OR 10FT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS ROOF RAFTERS (W/O CLG) LL/180 LL/360 TL/120'. TL/240 WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2" LONG 11 GAGE NAILS HAVING- A 7/16" HEAD OR 7/8" LONG, 16 GAGE STAPLES SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MSO5 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 AND HORIZONTALLY (REF. 201.7 FRC R703.7.1f. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR I- JOIST*** LL/480 TII R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. R703.7.3 WATER -RESISTIVE BARRIERS. GROUTINTOCELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR 17) DAYS. PER CODE ACI.318-14. It. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" +** TL MAX 1/2" GENERAL ROOF LOADING WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER STUCCO IS TO BE APPLIED OVER WOOD-B SE B (STUCCO) 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 WOOD CONSTRUCTION SHINGLE ROOF (PSF) METAL ROOF (PSF) TILE ROOF (PSF) HEAVY ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, ILE BLOCKING OR GABLE TOP CHORD LL 20 20 20 20 PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL 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. 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 TOP CHORD OL 7 7 15 25 BOTTOM CHORD LL BOTTOM CHORD DL 0 10 0 10 0 10 0 10 R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 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-0. ACQ-D, CBAA OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. TOTAL (PSF) 37 37 46 55 g07TOM CHORD LL(OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NON -CONCURRENT) 20 50 10 • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALLS HEAR WALL AND R FLOOR SHEATHING REQUIREMENTS ALONG Wj NAILING INFORMATION OTHERWISE: NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN /+ GENERAL FLOOR LOADING • AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS, ROOF DECK: PLYWOOD C-C/GD, 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 AMINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD LL TOP CHORD DL 40 (PSF) 10 (PSF) COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH. EXPOSURE CATEGORY B - BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 2s 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 O + 27.6 ( ) 10 (+) 26.5 (+) 26.5 20 O 28.8 O 34.4 O 50 W 24.8 (+) 24.8 © O 27.1 O 31.1 a} 0 0 Y (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 .-.. DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0"X V-0" (-) 51.3 (+) 24.3 1 (+) 23.3 (-) 27.5 0 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET. ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED. PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN Li 5 ELEVATIONS " 6 TRUSS LAYOUT x S-1 LINTEL PLAN S-2 DETAILS v S-3 DETAILS S 4 DETAILS S-5 PRODUCT INFO SHEET WID WATERPROOFING DETAILS M-1 HVAC L� 6tOaid!!7 kr E Tg5 "0 FL,0". c ®$J61r®tlt! 6t`' $ E e � I I E g N 4 Cq * ilk * �e 0 ma PRE ENGINEERED WOOD TRUSSES B070MCHORD LL 0(PSF) SEE FLOOR PLAN FOR ACTUA. PRESSURES R291 BOTTOM CHORD DL 5 (PSF) a w m it �LL,B ni Y 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER n LL g g, STRUCTURAL PLAN hri °f Y 2._ PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING 0 1 V a � i ° 0 x o •-GIFADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS. ASSOCIATION. g g g B W m 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 26%) TO GAME ROOM 60 (PSF) COMMMENTS: o 1 a� �.g Z � ,R„ Q a WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. a i BALCONIES/ DECKS 40 (PSF) ��IL g 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS, BALCONIES OVER 100 SQ:FT 100 (PSF) o " „ B N 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) sg"� W a o THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS.. ,°- €' wwa.Fostnacaa ❑ ❑ ❑ 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS 60 (PSF) 8 m ,n SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 150 (PSF) AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL 0 HAND RAILS (d) 200 (PSF) - m 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) T z w 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF). Q S. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) .3 UPLIFT CONNECTORS FOOT NOTES z 1. UPLIFT CONNECTORS SUCH AS. HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG V) 0 ¢$ TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOR . NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR w f(3 E fBALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. -`v U a FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 5 F I. 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. B Is the Intent of Designer/Engineer listed In the tltleblock of these w w 00 E ,'fh�i�'�,, '.. 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 `- 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 INSTALL A 32" LONG 45 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcomractors are required to 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 o INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH. EDITION (2017) RESIDENTIAL.. the commencQment of any work. The Designer/Engineer are not a e a PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CORE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL TH E CELL IN THE NORMAL WAY '>� DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, the Designer Engl erpr prior to A undetected and not reported to the Designer /Engineer prior to Aa 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT (BAR DOES NOT HAVE TO BE CONT. I° DAMS HOMES TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the a �� 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'4"x 21A" 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 documents. Any questions regarding the MASONRY AND (7}1Dd 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 information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4)1/4" x 11/2" SDS SCREWS AND (5)1/4" x 2.1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Assurance Manager at 321.972.0491 immediately. No backcharges 3000 GULFBREEZE PARKWAY PERIL OR CONDITION, AT ANYTIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER will be considered for reimbursement by the Designer/Engineer m NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 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. without advanced notification and approval by the GULFBREEZE, FLORIDA 32563 MISSED, CONTACT THE FOR FOR SUBSTITUTION. Designer/Engineer. Payments will be made In accordance to the a terms of the agreement. DIVISION LOCATION: 5, IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HT'5 w/ (26) CODE REFERENCES ARE SUMMARIES FO CODE SECTIONS. 2 PORT ST. LUCI E 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. R MASTER REVISIONS %' DATE DESCRIPTION _- 0 DAMS HOMES �� -J�� z = L� Uj k2 U � Of Northwest Florida ST. Lucie County, Permitting 9 m E N $�y (N 04 '3 y chi O L m � V ai La a 120 - 0_3LIJZ) o v; co u rnModel Name / Number: 33000 GULFBREEZE PARKWAY GULFBI EEZZ , FLOR DA 32563 9 1930 F" Vil COP) N VPlan Issue Date: a"Friday, May 22, 2020 EW D OV KA PROJECT NUMBER: MOIDEL 000DE COMPLIANCE r 20-3504 ST.LI61CC U� � r c Sheet: Of, N COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS ....LUMBER UPLIFT MARK SPACING SPECIES CAP.(PIO TOP BOTTOM NO BW1 16" (2)16d TOENAILS (2)16d TOENAILS SPF UPLIFT SP2 W/le}lOd SP1 W/(6}iod BW2 181. STUD, (6) IOd PLATE STUD, (4)10d PLATE SPF 402 EIW3 i6" (2) SP2 W/ (6)10d (2) SP1 W/ (8) SOd SPF 803 STUD 8 led PLATE STUD (4 1od PLATE NO BW4 16' (2) 76d TOENAILS 12) led TOENAILS SYP I UPLIFT BW5 SP2 W/ (6)-10d SP1 W/ (6}10d 16" STUD 6 SOd PLATE STUD 4 10d PLATE SYP 439 (2) SP2 W/ (6)10d SP1 W/ (al-101 BW6 le.STUD 10d PLATE STUD,(4 IOd PLATE SYP 878 NO BW7 12- (2)led TOENAILS 12)16dTOENAILS SPF UPLIFT BW8 SP2 W/ (GY10d SPS W/ (6HSOd 12' STUD, (6)10d PLATE STUD, 4 1Od PLATE SPF ' 535 - (2) SP2 W/ (6)10d SP1 W/ (6),10d 12' STUD, (6)10d PLATE STUD, (4) SOd PLATE SPF 1070 BW10 12" (2)16d TOENAILS (2) l6d.TOENAILS SYP 0 BW11 SP2 W/ (6),10d SP1 W/ (6}1Dd 12' STUD 10d PLATE STUD, (4) iOd PLATE SYP WE BW12 IOd 12" STUD, (8)10a PLATE STUD, (4 J.Od PLATE SYP 1170 BW13 NOT USED OUBLE 2X TOP PLATE TOP OF. WALL-141 SEE PLAN �P MASONRT'WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2X HEADER PLAN/ SCHEDULE SEE FLOOR RAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH --SEE MSO3/S1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN S'-O" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN fOft MORE 2X P.T. W/ 1/2" A.B 032" O.C. W/ 7- INFO EMBEDMENT OR 1/2- A.T.R. W/ SIMPSON SET W/ :. SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. >. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD 0 32" O.C. - 7/36. OSB PLYW'D BEDMENT S E NERALSAME EDGE. IN RE1D AND EDGE. NOTE##8 BRG. WALL DETAIL IN MELD AND GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP#I OR SPF #2 UNO ON PLAN. 3. CONNECnONS TO BE INSTALLED TO STUD INDICATED IT CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPS AND 4. SP4, AND N BE IN ULE SP2 INDICATED IN NDI INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED: SEE 6. IF "BW" ON SECOND FIRO6/S3.O OR INDICATED DETAIL TOR PROPER CONNECTIONS FOR 2nd FLOOR TO 3 FIRST FLOOR CONNECTION& (NOTE: THIS IS FOR 2 RV ONLY) B.IF "SW" INDICATED W S EA LL AND REQUIRES DEREDASHEAND EDGE TO(1) SIDEMIN. AT 4" SIDE WALL S NAILS AT 4" O.C. IN FIELD AND EDGE 7/16' EXT PLYWOOD W/ Sri AI NAJU WALLS W NND SCHEDULE 7. ALL 2x S / SHEATHING ATTAIONS SHERIOR F R STU LNGANDGRA ACT AS SHEARWALLS. SEE RAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE PLAN A D B. IF THE BEARING WALL IS INDICATED WITH THE BWL DW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUI RE THE ANCHOR SOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. SOd- 0.148° DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3)2x4#2 SPF 14)-16d TOENAILS 0 C2 - (3) 2 x 4 #2 SPF DTT2Z W/ 1/2' WEDGE ANCHOR* & (8) 1/4" X 11/2- 2145 SDS SCREWS '. C3 (3)2x 4SYP #1-OR- (4)-led TOENAILS 0 D7f2Z W/ 1/2' WEDGE ® (4) 2 x 4 SPF #2 ANCHOR* & (8)1/4" X 11/2" 2145 able SCREWS C5 4x4P.T.#2 ' SYP POST ABU44 W/5/8-ATR** & (12) -16d NAILS G=6665 U = 2200 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G -12000 CB SYP POST & (12) - led NAILS U - 2300 8x8 PIT. #2 ABUSE W/(2)-5/8"ATR- * 0=24335 CT SYP POST &(18)-16d NAILS U=2320 O3.5 x3.5 P.L. 1.8E Fb=2400'PSI HDU5-SDS2.5 W/ (14)1/4" x 21/2- SOS WS & 5/8' EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** z 5.25 P.L HDU5SDS2.6 W/ 4S4)1/4" x Q3.5 i.BE Fb=2400 PSI WOLMANIZEp IF EXT. 21/2" SDS WS & 6/8' EXOPY ANCHOR. OR ATR*" 5645 C10 3.5 X 7 P.L 1.8E Fb-2400 PSI HOU&SDS2.5 W/ (20) 1/4' x 21/2" SDS WS & 7/8" EPDXY 6a70 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** C11 5.25 X 5.25 P.L. 1.8E HN24DO PSI (WOLMANIZED IF EXT.) HDU8SDS2.5 W/ (20) 1/4* X 21/2' SUS WS.& 7/8'. EPDXY ANCHOR, OR ATR*** 7870 7 X 7 P.L. HDU8.5DS2.5 W/ (20) 1/4' x C12 1.8E Fb-2400 PSI 2 1/2- SDS WS & 7/8" EPDXY 7870 OLMANIZED IF EXT. ANCHOR ORATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4, MINIMUM SOLT EMBEDMENT: 5- EMBEDMENT FOR 1/2' ATR 6" EMBEDMENT FOR 5/8' ATR 8" EMBEDMENT FOR 7/8- ATR S. IF (01 COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (LBE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON Vs- GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING ad 0.131" X 2 %- 0.131' X 2 %- SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS SOd OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148' X 3'/"" CA31" X 3 A4" NAILS& TOP PLATE 12d 0.148" X 31A" 0431' X 3 °A" 8- O.C.(COMMON) STUD WALL 6" O,C. GUN NAIL CORNERS 10d 0.148" X3" OA31' X 31 8' O.C.(GOMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS led 0.182' X31h' 0,131-X31A" (2)1BD(COMMON) SEE PLAN (3) ISO ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) �81Y1'Y OSB.FUTCH PLATE. NAIL. SIMPSON LSTAIB. OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 121 NAILS 012" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE OOL U.N.O. ON ROOF PLAN. (2)- 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) SM OSS FLTCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 121 NAILS P 12" OR 12) SIMPSON HETAia TO CMU O.C. 7YP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4" x 11114" LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4" x SDS WOOD OR (2) I CMU OR (2) SIMPSON HETA16 SCREWS ®16' Q.C. TYP. S 01 N. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2) -13/4' x 117/8' LVL 2.0E RJt 2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SOS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016' O.C. TYP. OR (2) SIMPSON HETAI6 TO CMU EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - S 3/4" x 16" LVL 2.0E Fb=2800 PSI. NAIL BEAM CONNECTION: PROVIDE (2) (yi TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4' x 31/2" $DS WOOD SIMPSON 14TS20 TO WOOD POST SCREWS D 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4- BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.OA. HEADER SCHEDULE MARK HEADER SIZE REMARKS Ht (2)-2X6#2SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCHPLATE THIS SHEET H2 /GENERAL HEADER NOTE #5 12" F TCH PLATE THIS SHEEP H3 - (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 12" FLITCH PLATE THISET SH E O(2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H5 (2)-1314-X 111/4 ATTACH TOGETHER VW (2) ROWS 114'X 31/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16' O.C. TYP. EACH SIDE H6 (2) - 1314- X 9 114 ATTACH TOGETHER W/(3)ROWS 1/4"X3112 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS& STUDS REO. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2X8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END. EA. END EA. END (1) - (2) (1) (2) 4"-0" 9, 0„ (2) (3) (2) (2) 10'-0" -16'-0" (3) (4).. (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 18l FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL vVF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" D.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. !7 0 i 50'4J" FLOOR PLAN SCALE: 1/4" = 1%0" ALL ELEVATIONS 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B p +27.6 / -29.9 K B +27.6 / 37.0 +26.5 / -28.8 O +26.5 / -34.4 +24.8 / -27.1 O +24.6 / -31.1 O+24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 'ALLOWABLE" PRESSURES WALL LEGEND 0 FRAMED WAi_L g m BEARING FRAME'WAi_1-. Y �.,i '6 o ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR E STUD SPACING AND GRADE. MASONRY WALL g GENERAL NOTES E tP R302.5.1 Door from garage Into house must be a `- minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 Minute fire Toted floor. t Bathroom exhaust fans must vent to the exterior of r 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 IS the venting. R302.6 The garage shall be separated from the residence and it's attic by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch g (15.9mm) type Xgypsum board or equivalent. Where g. the separation Is a floor -ceiling assembly, the 1� structure supporting the separation shall also E protected by not less than 1/2 inch (12.7mm) g gypsum board or equivalent.. U c = R312.2.1 Window sills In dwelling units, where the N g opening of an operable window Is located more than16 72 Inches (1829 mm) above the finished grade or a surface below, the lowest part of the clear opening of the window shall be a minimum of 24 Inches (610 mm) above the finished floor of the room In which the window is located. Glazing between the floor and 24 inches 1610 mm) shall be fixed or have u 4 openings through which a 44nchdlameter (102 mm) sphere cannot pass. 0 5 a R308.4.2 All windows within 2'-0" of doors and in o b Shower or tub areas will be safety tempered glass. gag Telling for exterior entries and covered porches to a ofi'FB. r 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 124 unconditioned spaces (e.g., attics and crawl spaces) shall be weetherstripped and Insulated to a level '3 equivalent to the insulation on the surrounding $ surfaces. Laundry Note: (Unless noted. otherwise) Provide dryer vent thru roof max. Igt. 35'-0", washer & dryer units 2 itl (washer unit to be always on left side when facing units) hanson box @ 36" aff E Ceilings for exterior emdes and covered porches to be qr 7/16" OSB on underside of roof trusses shall be o attached to all framing members With 2x blocking provided at perimeter. The OS8 shall be attached w/ Sd nails at 6" O.C. field and 4" O.C. at edges or 7d screw c shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer speclflcatlons g REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC AREA CALCULATIONS 1st FLOOR 1918 S.F. TOTAL LIVING (AC) 1918 S.F. GARAGE 414 S.F. COVERED ENTRY (BASE) 24 S.F COVERED PATIO/LANAI 200 S.F TOTAL AREA UNDER ROOF 2556 S.F. s s" TxII S84UIBFII *ii. 1�*"• C 0D 3 8S JJJJJ o��o tL LL LL 11--' g O Qm F d ¢ ' fi p.B�a O 0'- "0 �mg� m m m m L�9 o O m�N -... �. Z Cod Or � ia WAAV.F95aVG.COM ❑ ❑ ❑ O Z g c IrlL,ai a Z.C. V) " 1 H 2 E DO w U `~ N E w Op U o d C=IIA - �as _ m d 4�m ® DA H MKS Till y�i l� IIIIIIII� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: ry O z 0� 0) W y N N N z U LID EL J ED 2 u M M U) 00 Model Name / Number: 1930 Plan Issue Date: Friday, May 22, 2020 KA PROJECT NUMBER: 20-3504 Sheet: 2 Of: FLOOR PLAN (") SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION r REINF. )E I SEE PLAN I ) C � • ,16" I FM01 I SINGLE STORY FTG REINF. SEE PU #5 #5 REBAR (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION I OPTIONAL CURB FOR VARIES MASONRY 0 ELEV. 0'-0"-F.F_ _ W/ (1) - #5 BAR CONK. I 2 STORY: 20" X 20" REINF. _ W/ (3) - #5 CONT. SEE PLAN ;►;,,.-. BEARING I 1/2" = 1'-0" 1 FM02 SECTION @ GARAGE FM03 ITHICKENED EDGE 11/2"=1'-D" (") SLOPE MAY VARY 24"MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. _ GAR. FIN. FLR. ! ALIGN DRIVE W/ BOTTOM OF77-7 RECESS & PITCH DRIVE Pv 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W/ 3 - #5 CONT. JOINTS 10" O.C. TYP. 16" (2) #5 REBAR FM09 1 SECTION @ GAR. DOOR 1 1/2" =1'-0 2x BRIG. WALL 2 STORY: 20" X 2.0" (SEE FLOOR PLAN W/ (3) - 4 5 CONT. FOR MORE INFORMATION) I' �III� � II III WN—BRIJ. 1/2" = 1'-0" SEE PLAN OPTIONAL CURB SLOPED GROUT GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL: APPROVED VAPOR BARRIER, ALLJOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X610/10 W W F, OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD RBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR RBERMESH OR NER-414 FOR RBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 9 INDICATES FILLED CELL W/3000 PSI CONC. FROM FrR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FT[ DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. # 5 REBAR 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE 1'-0" U.N.O. N PLAN. 6 NOWOOD:STAKES PERMITTED IN FOUNDATION. 7 PENDINa SITE CONDmONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C, TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOC TING 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 IFSOIL 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 DE��SITY AS DETERMINED BY ASTM -1867 ( MODIFIED PROCTOR) IN 1,-0;, EQUAL gIF1'S NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED - ON THE F�OOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING OI. CAPP.. lbsIb5 F1.0 V-0" X CONT. 1'-0" 2 #8 E.W. SOT. 2000 F2.0 2'-0" X 2'-0" .:1'-0" 3 #5 E.W DOT. 7200 F2S 2'-S' X 2'-6" 1'-0" 3 #5 E.W. BOT. 11000 F3.0 3'-0' X S'-0" 1'-0. 4 #5 E.W. SOT. 158D0 F3.a W-6- X T-6" 1'-0" 4 #5 E-M SOT. 21500 F4.0 4'-W X 4'-0" 1'-0" 5 05 E.W. GOT. 25000 F4.5 �4'-6"X4'A" T-4- 5.#5:E.W. GOT. 34500 F5.0 '5'-0" X 5'-0". 11 114, 6 #5 E.W. 30T. 42500 F6.0 '-0" X 6'-0".. 1'4" 7 #5 E.W. DOT. 61500 OR MASONRY AT TO DRAIN 4"x 4"x 16" o TYP SEC. ELEV. 0'-0" WITHS. CURB (1) #5 BAR CONT. (G.C. VERIFY) ;0 F.F. REINF. i m (SEE PLAN) 2 #5 CONT. INSTALL LINING J. 2 #5 BENT BARS W/ MATERIALS PER N N MIN. 25" LAP SPLICE FBO R P2709.2 MUDDED FLR. 16" SLOPED. TO DRAIN MIN. ' ! #5 CONT. FM14 I SECTION @ RECESS SHOWER 1 1/2"=1'-o" FM18 TYP. STEP FTG. DETAIL 1/2' 1'-0' ALTERNATE: REINF, THE REINF. BARS SHALL BE GRADE SEE PLAN F CONTINUOUS AROUND CORNER. S5 NT REINF. . BY COLD BENDING THE BAR WITH SEE ND. FOR cr• • . MIN. BAR LAP OF 25" QUANTITY #5 X 25" X 25" Lf CORNER BAR ONE N - - FOR EA. HORIZ. REBAR, TYP, U.N.O. (2) #5 REBAR 18" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1.1/z"=r0• FM23 TYP. FND PENETRATION 1/2"=1'-0' STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2.STORY IN STEM WALL 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 81B" >2'-0"-3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'h" >3'-4"-4'-0" 12" 12" 32" 32" W/(4)#5 BARS 845# 4'-0' - W/ (5) #5 BARS CONT. >4'-0" - 5'-4" 16" 16" 48" 48" & #5 018" O.C. TRANSV. 1162# 2'S" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. SPACING (O.C.) W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED'. EA VERTICAL REINF. BAR-, #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-0" (1) #5 HORIZ. CONT. TIED T EA. VERTICAL REINF. G FIN GRADE 8" MIN. TO TOP OF STRIP FTG. COMPACTED CLEANNN' IN MAX 12" LIFTS STRIP FTG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) MIN. COVER d FMASW I STEM WALL SCHEDULE LEGEND 0 - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING INDICATES PAD FOOTING 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" RBERMESH CAN NOT BE USED AND PER PLAN SPACING #4 TURN BARS ARE REQUIRED 0 EACH FILLED CELL LOCATION. EACH BAR TO NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM r-SEE #9 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 FILLING IS TAKING PLACE C 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK ® 16" 16'• h * O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" ,C, TALL (TYPICAL ALL CORNERS) 6. IF 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 S. R.403.1.4 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 FM19 3 TYP. CORNERS 3' 4" LI 5' 2" 3' 2" 6101, 0 5, 8" 6, 6„ 1' g" 16' 0" 7' 0" 12' 0" 50'.0, R g gFw Cl comall @s da U1Z`mN�OIL RMSAfim3o 68 IM gag2N o j S WNAV.WSENG.COM ❑ ❑ ❑ (_ /h Z o m z cl g w Z Q `o J 17 z _ y 1 y _ FDQO �Ln W ° •' �Z� U ENE W 0Ln d :.< CI � m li I FLORIDA CONTRACTORS LICENSE N0. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 Ti DIVISION LOCATION: z PORT ST. LUCIE i ITI Job Information: a o N m v 0 O azS � a a E Wro12N m z N N . 3 U N Lo 0 .1 L U TO a N J m to (n Do Model Name / Number, N 1930 � Plan Issue Date: Frldav May 22 2020 FOUNDATION PLAN i-i�Uil�ilYtU 1-Urc °' KA PROJECT NUMBER; SCALE:1/4" = V-0" CODE COMPLIANC Z 20-3504 ALL ELEVATIONS ST. L.UCIE�C/;�OUN � sheet: Of 3 a FOUNDATION PLAN U TO t SEV LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LI .HTIN G& RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. WING = 1918.x 3 = 5754 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,304 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,304 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 0 100%. = 10,000 + 40% OF "A" = (.40 x 24,304) = 9,722 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,722 WATTS DIVIDED BY 240= AMPS CALCULATED SERVICE AMPS = 166 TASSUMED EDGE OF WALL �2z6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL W24.11ALTERNATIVE PROTECTION BARRIERI N.T.S.1 3" VTR PLUMBING RISER N.T.S. IB BIBS INSTALL FAN ppyy BOX PREWIRE GFI INSTALL FAN/d BOX PREWIRE 1NSTALL FAN BOX PREWIRE i WIP Gr \ - Z------ I INSTALL FAN / - ,BOX PREWIRE I WP i GFI I\ I \ y \ N � \ ` INSTALL FAN BOX PREWIRE 220 ---0 INSTALL FAN —BOX PREWIRE I I(aL11 II II 4—c— @ 42"" - - 220 W.H. ATTIC ACCESS ' LOCATE IN FIELD 22"X36"MIN \ --�-- - \ ATTIC ELECTRIC IF REQ'D BY CODE J \ Ld Q \ W Va \ ,E F_ aw GFI FOR GARAGE DOOR OPENER __ --- ___________________________ I , I I ' I NOTE: LOCATION OF METER AND PANEL BOX ' ' TO BE BY BUILDER. IF NO GARAGE SERVICE DOOR IS PROVIDED A DISCONNECT SHALL ' BE ADDED AT METER LOCATION. I , , 1 I ; COACH LIGHT , dt COACH LIGHT ' COACH LIGHT ELECTICIAL PLAN SCALE: I /4" =V-O" ALL I LEVATIONS HE] WP t GFI Ld D7 w w 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 F'BCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY LICENSED ELECTRICAL CONTRACTOR WHO SHALLBE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING &ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC. FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBGR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 7044. 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. S. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 2.3. 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 FBC-R 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 F13CR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCU. 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 $3 THREE-WAY SWITCH COMBO UNIT $4 FOUR-WAY SWITCH FLOOD LIGHT $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET G CEILING FAN 4b 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT N ' E DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT 3: 220 VOLT OUTLET 6S— DOOR BELL ® SPECIAL SERVICES OUTLET p0 P DISPOSAL TV❑ T.V. CABLE OUTLET DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING ❑ WATER PROOF RECESSED LIGHTING J JUNCTION BOX TU THERMOSTAT BATH FAN o LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT �j GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FIN AL AMPS NEEDED SAMEAS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE �200=2/0 COPPER CONOU1 R4IOALUMN. IN 2" CONgUIT METER MaN II_� DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # S COPPER TO RANGE INTERSYSTEM 08TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER 8) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. I. 'J r �jl 04 0 N, N N', mom' a IL c m y, E b m N t�G �+F a „ N m =Bm 0 F'm ��SME a Q,w µi mw g � Q� uyw vi � a W W Oa�.�i= d cc aLL Z.N 15 o 0 w ,� E� wi.m� m m 0 s •2.g IL Wm�(�V., m m �6p9 Q O 0 O AS 19 e' . I-5• WWW.FNENG.WM ❑ ❑ ❑ O z n "'o � Z M Z� Q o J a a z s � a O U N 4— W F m � 0 c m Ln cla to C V 0) Sam. < 0) ® DAMS HOMES 0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE (PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE �ui[Vl Jab Information: 0 Z 0 O � L4 W L\LI N M / U z N N 1--�Um f n C a O J W m o Model Name/ Number: 1930 VVI Plan Issue Date: Friday, May 22, 2020 KA PROJECT NUMBER: REVIEWED FOR Y 20-3504 CODE COMPLIANCE Sheet: /� Of: ST. L.UCIE COUNTY `F �'�' 0 ELECTRICAL PLAN 0 ro OF BLOCK FIN. FLR. LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 48" OFF RIDGE VENT 48" OFF RIDGE VENT 48" OFF RIDGE VENT m m TOP OF BLOCK n - W'DOW HEAD HGT 0 oD CD io SMOOTHRAISED DECORATIVE BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE &STYLE 25 SH FIN. FLR. FlN. FLR. LEFT ELEVATION 12 48" OFF RIDGE VENT SCALE: 1/4" =1'-0" 6 TOP OF BLOCK I I ro LITE TEXTURED DECORATIVE 0 SMOOTH RAISED DECORATIVE CEMENTITIOUS COATING io -- BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE FIN. FLR. N 'i TOP OF BLOCK r 0 co 0 �o FIN. _ FLR. WIDOW HEAD HGT ■ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING (2) 25 SH W'DOW HEAD HGT ■ -JEJ 1 (2) 25 SH oD m FIN. FLR. O eD ■ (2) 25 SH 2868 PATIO DOOR REAR ELEVATION SCALE: 1/4" = 1'-0" RAISED KEYSTONE SEE DETAIL HEAD HGT 6" RAISED o TRIM (TYP.) � ro m _ .FIN. FLR. 8"SMOOTH RAISED DECORATIVE BANDS 35 SH 3068 DOOR STYLE MAY VARY REFER TO SPECIFICATIONS rNi m _ WIDOW HEAD HGT 13 FIN. FLR. 33/2 SH 12" 35 SH VENTILATION CALCULATION Formula = SF $00 2 * 144 = net so inches of venting needed a uall for intake and Soffit productprovides 4.12 net sq in:/sf Ridge went provides 18.00 net sq in/If - Off ridge ventprovides 13&00 net so in / sf Overhang distance 1.33 ft S:F.. of Area to bevented (Sf) 2556 s.f. Total needed for exhaust for u ` er1/3 613 nets Inches Total needed for intake soffit area, lower 613 nets inches,'" Number of Off Ride vents for u per 1/3 needed 4 L.Fof Ridge Vent needed can be used in combo with ORV) 34 Lineal Feet of Soffit needed to meet required 112 Lineal Feet of Soffit nrovided by nlan uo RIGHT ELEVATION SCALE: 1/4" =1'-O" LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 8" FRIEZE F1 (TYPICAL) 16" X 30" DECO VENT TYP. 16X7 OVERHEAD DOOR TOP OF BLO( - - - O BO FIN. FLR. I e r t 0`%%W1111 1grat wed, AL T R GOe��s�j'NsS S .� %0 $l ttt�"11.1a111i111 gg g� m m a y$ Q o .-i 4 m Yk ik Sp L fi sma D"mmd s W� z �o Wyo� d G = u W a � w G:.5 O a ..g a a Eat Z�`s 3 ¢ 0 0 LL wery mseND.con ❑ 1111 Co w O Z N O zM 0 a Em W Y z � �JFa wEE Wo - ! w 2 c m wN �f Q W U Sao U �o v &DtAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRO1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 r DIVISION LOCATION: PORT ST. LUCIE v z v Tj Job Information: REVIEWED FOR CODE COMPLIANC'i o ST. LUCIE COUNT' a 0 ROCC s z LO TOP OF BLOCK a O C7 LO Nw�+ N N mn � z N N U � 'C LO LO � i N a J�IIII p F O J Lu oD o T W rn Model Name /Number: 1930 LID FIN. FLR Plan Issue Date: Friday, May 22, 2020 a KA PROJECT NUMBER: 20-3504 Y T Sheet: Of: FRONT ELEVATION ff Bff 5 L SCALE: 1/4" =1-0" � 3 ELEVATIONS - B SEE DE G.C. TO PR( BLOCKING' W/ APA RE( FOR SPAN I 7/16" OSB, SEE"HIP/R BLOCKING" * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS 20'-0" MAX 20'-0" MAX TB03 _ Q EQ. w — — — — 9 CONTINUOUS BOTTOM CHORD "X" BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL TB04— — — — 4 (VIDE DETAI L TB01 `T 'O COMPLY :OMENDATIONS— IATING OF - - — O OBE DETAIL - — — — — - Q — — — — 4 — — — — a z a — — — Q — — 9 4 eH a 4 — — — — EQ TOP & BOTTOM CHORD GABLE END BRACING @ —� 4%0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN Nrs 4 FT, 2 L-------------------------------------------------- ----- ' I - - I 4 FT. O 1 g I ' O �I 2 ------------------------------------------------ 5 O 1 O FT, 4 FT. O j 5 Ft. 4 Ff. O2 ------------------------------------------------- I ` I 1 O '`.O O` i. O3 0 1 ®kv 1 4 FT. --- 4 FT. rn, I O ROOF NAILING ZONE DIAGRAM D NAILATBASE 2ROWS@4"G.C.W/WCOMMON NAIL ROOF NAILING SCHEDULE: BS NAIL AT TOP PLATE TWO ROWS@4"O.C.W/8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) CS 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 0 NAILiNT. AT 3" O.C. W/ aid COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 Bd RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 0 E STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. .(NOTE: IF 51W PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL SHANKNAILS) O PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER NOTE: W/ 8d COMMON NAILS @ 4" O.C. 7/167 OSB MIN. (SHINGLES) SPAN RATED 24116 © (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15132" OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) NOTE: Sd NAILS FOR WALL SHEATHING MUST BE MIN A31" X 2 1/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8". STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 13/4' STAPLES & 2' O.C. ON EDGE & 4' O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8 15132" OSB 1523P" OSB (2)- 2x TOP PLATE EXPOSUREI EXPOSURE BEYOND SHEATHING SHEATHING SHEATHING — 11 II ll I II II II II If II PROVIDE I II BLOCKING AS II II REQUIRED PER SECTION X•X IF II NOT FULL II II HEIGHTSHEET 11 II II II 11 11 II II ® LOOT SYSTE W LL SHEATHING 2x RIBBONyER-rIC.AI OR BLOCKING BETWEEN FLOOR SYSTEM 1/2" I I II II II SOLID 2x I 1 II II 11 BLOCKING @ ALL II 111 II II 11 1 SHEATHING y II C 11 II II II I EDGES (SEE Q H- II 111 II II I I I SECTIONX-X) m III II OPENING 41 II I I — — — — 111 C III II II — — III 111 II II II LI II II II I 2x STUDSILI w rl — —Ir III I I 11 116 11 II II BEYOND. = rn Jill 11 11 I I I I I I I I I SEE PLAN o Jill II II I II 11 II I �? II I II II. I II II II II HORIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL SPACING 2X4 P.T. BASE PLATE BEYOND SEE PLAN z_ A, M EL0� a Ili HOC.-. W 0ON p i�m�¢ 2MO~ N W LL In LL I ATALL PANEL BLOCKING LOCATIONS MIN 2 X 4 42 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END, NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. ALTERNATING STAGGERED BLOCKING SECTION X-X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. "" TRUSS ID ' BEARING POINT TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLIFT ' FASTENERS NOTES UPLIFT DESIGN RATING Cl - C5, E7, H7 - L / R - 262 # or less HETA16 / PER TRUSS MFG 1810# (9) 10d x 1-112" C1P C51), E71), H7P L / R - 426 # or less H2.5A / PER TRUSS MFG 500# (10) 8d A07 L/ R - 2166 # or less (2) HETA16 / MECH 2365# (12) 16d A05, Ao6 L/ R -894 #or leBB. '. HETA16/MECH- 18101# (9) 10d x 1-1/2" A01 - A02, A08, B02, D01, F02 L/ R - 926 # OT IE9d (;HETA36 /;H(tTA'!6 181A#/1$ (9) 10d x 1 1/2' 9 10d x 1-1/2" A09-A10 L/R -635#oT I(?ss'`"%IETAI6.M7512 ieQ1Q#/9;"•,''; '(9)lOdx1-1/`,': ,14.10dx 1-1.2"' A03, A04, All - A13, 803 - B08 L / R -1351;#(tY%less x I- 181 SOd x 1 A14 L / R 1 #51 #or less (7� HETA16 A14 SUPPORT COLUMN 54 #.zjr less 141 DTT2,2145# .. . .' . - ,. ,. 4„ x 1 ,? B01, F01 PB1 -P83Ie5 . PE T1 (155 v1 G.. ., '. •. D03 L/R"; '2a85'#rir.les¢ ;'NETAa;-,j,ZJti1'akt6 ", U,tld#1265#-.J .C*T)Si)dX1jZ '"YZ 6d`r D02 L/M/R 5294.0,rlesS` HETA1.61H IAlf�JHETA�6'j 1$1(Skjl$�9�/"SS�Q# ��]j]3y(�idxrylyl%21} �B) P03 LJR ' 1'50311prless 2)HTSZ{) /'2)HTS204 )620#/26�:0# (4$)'i/adxiiJ2" , Il 4 $)10SIX13 2 Poa i jR„` 705 k 1nle 4; HjD ,H1OA TRUSS MANUFACTURER: PROBUILD/BFS L = LEFT, R =RIGHT & M =MIDDLE BEARINGS. ++, BEAR] NG LOCATIONS ARE REFERENCED TO TRLJSS^MA%)k1FAClUREi('S TRUSS DRAWINGS' ALL CONNECTORS ARE SIMPSON PRODUCT$' � k FOR TRUSS BRACIN AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 Ldr"4 ENO OFRAMEM O .MASONRY OFRAMETO FGTF MASONRY AND OFRAME TO 6 MASONRY � Q FRPME TO MANONRYJ P FRAME OR ©3 FFWAE TO Mg90NRT/ (q d FRAME OR /1 BEAM TO HU4 a CONNECTOR SCHEDULE ONNECTOR E FASTENERS SPF SNP ETA16 W (%I W x 112° OR HETA20W TWx111T. 1910 425AW(IOWNAILS e35 B80 H10Aw103410dx117 tots low 11N1Wx111Y' Al 2 PLYTRUSSES Sao IOFD W(14)1W x 1 IW (AT ExTERxXR ON INCLUDE 131 IM TOEINL3) 860 9O 2)10d NAJL9AND5N' A.TR.WI2' 9330 MEMT W 91MP90N "SET' EppxY 9985 r*N4jdiDWLLUE(a)120 OENWL�6 1246 ta10 Ow948)1 Wxt V2"(Ar6FERIOR (ION WLLOE (8)126TOENAL9 MO 2820 1(16J1W NALSAN)(2)SW A.T.R. EMBEOMEMWFxMfgON'SEP I0690 eP0XY(HOT4FOR3-PLY) SCREWS R S)!VTJI, 94W 4725 NHDAOOD 12' x6' TREN IO ANCHOR SOLT9 n3 W (181'Sd SIN6ER6 IH-x I>50 2030 NOTEd6 BELNBELTEI4S OW ..2 W "IT i W 91NLSRe S(M) x 2dSONKET4RPLVTRU93) 350PM 406E-M I i W SINKERS FOR FRAME (EA) 921oF 8smf F5W(241 V4'x9`9094CREW8 4>3PM 6510-M 3I TREN (�PL�TRU6F)e, e01oF 66SOf USP- CONNECTOR SCHEDULE CONNECTOR BFABTENERS SPF SNP HTA10 W(111W x11TP'OR INS tell HTAiOW(1%1Wz11rz' RT7AW (10I60 NAILS 818 Bob R11EAw007)1Wx11W WE 1020 W(19)10dxl IMAT2PLYTRUNES 9% lam 2W(14)IWxl 1/P(ATEXTEMOR 1006 11135 nO14IN0LUDE(3 12d TOENAILaI. SW(2Mi0dNANSANDB'8"A.T.R.W 3330 4485 1T W 91MP90N'9ET" EPDXY .OW(24)1Otlx11/T(ATEXTERIOR 12a5 fes0 ATION INCLUDEM1447OENALS Y10 wA4611W x 112 NO EXTERDR 25'/0 3060 ON INCWDE (8)I2d TOENAILS TEA) W (1011 W NNLSAN3 (2)6AP A.T.A. "EMSEO4ENTW9MPe0N"SET- 1020 9J90 EPDXY (MKf f3 FOR 3-PLY) 'W02)W6-33WOOD6CREW6AND ]100 INSMXERedn% S100M IOLT(2 PLYTRU99) MOON FL$FORFMME(EA) iM'x21I2'W925 048DM 15°WB(2 PLV TRl56) WSOf R9 FOR FRMIE (EAJ ' W (to) laid 8 (10) IN NUB IUIF W (2%1H'xr a %tW uAla L2 O .1A MASONRY/ " IMNAILU a ll 29/4' TREN MAS. ( ) R'0 ) OFt590 G.YR8600 H04EOPTHUIOW 1WTOM fl (6) lan6ze Gx29v FRAME R(12) Ix OR i W 8 E I W FOR 02) ll ( FR.ANE) Ulg80 SYPf Ud1i95 6YPtd 121/4'x29/4'TAPCO43 MAS. ( I ITD ) OA (1211M 81BIIW (FORFMMEI UN1090 BYI>F 1Id850 BNP-N OFRAMEO (2) HETA180PTSI) HETA20 I-PIYW (1011Wx 1 WOOR 10 Iwo (2) HTAte OPT (2) HTA20 1-PLYW(1%1Wx IZOR 1D0 MASONRY 2-MYW112)1W 25 265 2LTWI121ai 2430 Hi8M16 W(8110tl NALSAND (4)1H'S21/4" 95a 1110 HTW'MI6W(a11WNAIL6 A.N0(4) 1145t1 aw 1143 1225 TAFCONS vffi £BOLT OFRAMEM N MASONRY OR HT9M20 W(10)1dNAILS m(4) 11AW IMI OR TAMONS 955 1110 HTWM20 w111%I W NALS AND (4)) 19•1 W' WEDOE.60LT 11W 1225. OFRAMEM H103W(3)Mx11D7NNLSAND(2)9B'x4• MASONRY TITAN ND 78D 910 TO DTT22 W(a) 1M'xt ta. am WOOD DT6=wSB)I "x11TLMIBMAOD OFRAME MASONRY SCNEWSAN 0)11T"AT.R. EPDXIEDW 183E Z45 SCREYSArD(I)I2.6A.T.REPDXIEDW Isla INS SIMPEON"SET' EENOTEM glMPgpN"8ET" ENOIE aI FRAMEM HITS W(26)1wa In -NAILS AND(1)ME-0 wro W(26) 111 x21r2' NAILS AND 111 ® MASO14RY ATR. EPDXIEDwl61MP8O4'6ET' 4375 END SIB'BAT.R EMMOWBINP60N"6ET' 5p05 3EE NOTE M BELOW NOTEM BELO HTi9W(te)18d,L!1rz'NAILR ANDII)6N^6 Hti46WI1NtW xR iTI'NAtSNlD I11 © �� AT.R EPDXIEDw/61MPbON"BET' 3640 4235 SM'00.T.R. EPDXIED w/BIhP60N"BEf' - 4180 13EE ND1EA6 BELOWI 19EE NDTEM BELOVO OT FRAiSE TO FN,NE H106w/0010,10112NALS 735 91D LUMI W123)8,10 12-NAILS 075 1046 0 FRAMEM HM9KTW(4)1MY111M-WSW000 MIdMWMlWxl 1WNNUA MASONRY SCREWS &1517H'X21/4'TAPCONB ISO 7W (4)IH"z13WTAPOCNS INS 1395 TO VGTW(I8)I/4"x9'SOS1A00DwnEWs& TFRAME V NIASONRY (11 WB'6A.T.R. EPO EDW SIMPSON'SET" WERE 4WD W 12-MIN. EMBEDMENT TO (t)VGTW(M 1AW-6DSWOOD SCREWS OFRAME MASMR, A(2) 51W0 AT.R EMXIEDw131NPS4DN 51>C 71M SE1r`W112 MIN. EMBEDMENT OFRAME TO VGT W (tN t/4'10' 9D8 VlOODSCREWB d HDUi-BD82.S W(1%1H9Q 1)Y'BDB W000 3"S, 4585 MUGT15 w/(t2)10tl NNLs 8HTT45 w/(187 FRAME SOREW68h)4b"6A.T.R. 1WRNL98(0Wz T.R 4te0 O FRAME TO (2) HTTS wl(U) t8d_ 12' NAILS a 4375 5;;&(1)wv&TR(BEENOTEW) (2) HTT45W(EA 18dYL 1YY NNLS FRAME (I)S SA.TR(am NOTE^) 5005 C FONNECTALL Y f:NNNCRIIQ N(i1G0 1 CFLOORTFRU6gES TO INTEROR SEAENG WOOD WALLS1 NAMSw/(2) Tod TOENAILS 2 N1TRU39 TO TRU89 DOINECTIDN9ARE PROVIDED EY TRl193 MANUFAC}URER UN.O ON PUN 3. MAYLEPLY FO 4. FORSNGLEPLY TRUSSES. USSES,9 CN ONFPCHEIGHTIC419.9EEFRAMINGPUHRTICAL WW(2 ROWS OF NAMU.N.YPp12x4"TO TRU66 VERTICAL WE6W(2)flOWS OF iW WdL3@]•O.C.STAGGEREP G 1YMN.A.TR. EMBEDMENTM CMU BONG SEAM U.N.O. CABLI BOND 6 SCAB TRU99ONOROW4'4P 2x3YP p3INIHTCH CHORD LUMBSR 912E)wl (11ROVRIIW ®4"FROM ENDd 4`O.C. CONNECTOR LOCATION A6 W-KNA POSSIBLERAi MICH AS P0990LE. 0 MINMALCONIECTORVNOONFRAMINGPLAN 1. CONNECTIONFORAUROOF/FLOORTRU88EBTOMASMRVWN IUNTEMICFWALLBUNOONPUN 2. CONNECTIONATMOR E2"O.G PENOING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MAaONRY WALLS NE DETAIL FB12MIl FOR MORE INFORMATION 9 CONNECTION FOR ALL HIP JACK(WRINER JACIO TO MASONRY WALL6ACF WALI.61UNTEL6 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRYAT 8,, OC MAX. W 12) AT EACH CORNER. aC. TO VERIFY LOCATION DOES NOT CONFLNDT vjj OFA ,,CASW LAYOUT 5. CONNECTA- FLOORTRUs3E6 TO INTERIOR BEMING WOOD WALUBEANNIF(2)12d TONAILS 0. MINMALOONXECTORUNOONFIRAMINGPUN 1. CONNECTION FOR JACK TRUSSTOWOODWA-ORBEAM (� NIMBICONNECTION UNOON FRAMINOPLAN ROOF FRAMING NOTES 1. SHINGLE ROORNG SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2. THEEXTERIORCEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH Ed NAILS AT 4" ON CENTER AT ALL EDGES AND THEN $" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 TO FRAMER IF ROOFTRUSS LAYOUT SHOWS BUSS THIS LAYOUT HAS EEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS. LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM 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 @ TLO" O.C. SECURE1-CHANNEL is 12' O.C. O oeolo a°°a0��p11Tp/j� �s m fifer ea°e°eF^G.E�°u E . '��.' % '4 t Q t C(yy[ REVIEWED FOR ra" ROOF CODE COMPLIAN E O.H. TYP. ST. LUCIE COUN E BOCC I i t E o METAL DRIP EDGE + 2 x SUB -FASCIA o f .CONTINUOUS 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-0" , 4aN."a4 ( 1 F 1 , 1 1 F I 1 w a -qy MM N ~(m�f DO ..{DO 1 �10 r g o ai J3J �LJ � @ LL W L w BmRw B�mY Lw -LL N P aIp aaz g � a 6 a° I s I tub w� m m o sES B Z = d a 8 25 0 0 o D we w m�3 � UHJ iE 'a WWW.FDBENG.COM ❑ ❑ ❑ U 0 z m o z � z c Q o a � —s gc) U m _ Lu o E (^, _ o �O w o VVVIFF/// (A Lv m NCO UIla °NE C m Q 0A3 Ci 06 114111111 D S H MBS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: ) `y O z �14 OLO N m 2 Z N 04 N U N _ OL 0 o 0 Lij _jM0cn Model Name / Number: I 1930 jVT Plan Issue Date: i Friday, May 22, 2020 VI KA PROJECT NUMBER: 20'-3504 Sheet: Of: 3 ROOF PLAN B LINTEL BEAM: - 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 @^ LOCATIONS SHOWN ON THE FOUNDATION CONIC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25' (ACI 530) FOR MORE INFO TOP OF SLAB - - I MS021 TYPICAL SHEAR WALL SECTION I N.T.S. I TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 z5 RESAR CONT. N SP4 W/(6) -1 Do X 1. 1/2 SP8 FOR 2x6 AND 2x8 WALLS PLATE STANDARD HOOKSSEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.0 2"x #2 SYP/SPF P.T. W/ (3) 1/2" X W "J' BOLTS OR (3) 1/2" X 8" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" H ILTI TIX-DNI NAI LS 2x BASE PLATE SEE PLAN FOR MORE INFO I MS031 , ,. TF" t - I/..,.v, v, I - AI TV , I N.T.S- 11I AcnikI VrVInIAIChTI/xAl IICTAII #5 REINF. 20" MIN. LAP BAR N 03 OR 04 REINFORCING T) BAR ems. #P R #4 I AP SPLICE „ 25" MIN. LAP #5 STD. 90 HOOK #5 REINFORCING BAR a #5 1 AP SPI ICE SCALE:1"=1'-0" 9 36' MIN. LAP #6 REINFORCING BM + ORAIT� #6 LAP SPLICE I MSOS I REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING If ROWS 2 x 4 1/4" X 0W 12, O.0 1 2 x 6 1/4" X 2-!4" 12" O.C. 2 2 x 8 1/4" X 2s4" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST LIMEL (2) 2X P.T. - BUCKS W/ 1/2. O.S.e. BETWEEN }M-FASTEN PT: ' NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 1/4-X 4 1./2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I I MS111 2x BUCK DETAIL I N-TS- I O LINTEL SCHEDULE LINTEL NO. LENGTH=FT. SAFE GRAVITY LOAD PLF APPLIED GRAVITY LOAD PLF SAFE UPLIFT LOAD APPLIED UPLIFT LOAD PLF COMPOSITE BEAM ID 17'-411 950 PLF 127 PLF 404 PLF 50 PLF 8F16 -1B/1T 16" MINIMUM [� 7'-611 2661 PLF 1050 PLF 1634 PLF 351 PLF 81`16 -1B/1T 5'-10" 4360 PLF 855 PLF 2093 PLF 229 PLF 8F16 -1B/1T ® 7'-6" 2661 PLF 1782 PLF 1634 PLF 587 PLF 8F16 -113/1T 4'-611 6113 PLF 200 PLF 2724 PLF 105 PLF 8F16 -1B/1T ® 4 41 RECESS 5206 PLF 850 PLF 2635 PLF 231 PLF 8F14 -1B/1T 7'-611 2661 PLF 850 PLF 1634 PLF 231 PLF 8F16 -1B/1T ® 4'-611 RECESS 5206 PLF 850 PLF 2525 PLF 231 PLF 8F14 -113/1T 3'-611 5163 PLF 200 PLF 3547 PLF 105 PLF 8F16 -0B/1T NOTES: 1. ACCEPTABLE LINTEL MANUFACTURES INCLUDE; CAST-CRETE OR QUAILTY PRECAST COMPANY ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE PRODUCTS.) O ALL ELEVATIONS i iA h REBAR At t' •__ i •�'l ... MIN. !U Rip'P _ .__ _ -�„ �eaa §o 6Ftplt Y , b° O R RC'AR At TOR OF LINTEL CAY'T eOrTOM c®I£dR.IM1Ia t eActJ L PROVIPIP IN LIN-W. C NAMRS) e^ Nd11uAL wpr TYPE DE31@NATION =..R1I m kj FG OUT 1 U. UNFILLED OIiNTnY OF •a R®AR AT EIOttM OOr -N11- CAVit SPI(.o-18/it NOYWAL WOTF �xb1ANT?T OF •e NOMINAL N ,w R 5. A- TOF MATERIALS 1. Fc precast lintels = 3500 psi. 2. fc prestressed lintels=6000 psi. 3. to grout - 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength - 1900 psi. 5. Reber provided In precast lintel per ASTM A615 GR60. 6, Field rebar Per ASTM A815 GR40 or GREG. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire par ASTM A510. 8. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bcdloinls. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All Ilntels meet or exceed L/360 vertical deflection, except lintels 17'.4" and longer with a nominal height of 8' meet or exceed L/180. B. Bottom field added rebar to be located at the bottom of the I Intel cml(y. 7. 7/32" diameter wire strups are welded to the bottom steel for mechanical anchorage. 8. Cast)Oplace concrete maybe ployded in composite Ilntel in Ireu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI SIB and ACI 530 10.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 end is approved without engineering lotter. if a smaller lintel is installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based Or, minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20%if bearing length is less than 6-1/2", Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified, 4. Safe ioada based (in grade 40 or grade 60 field rebar. 5. Additional lateral lead capacity can be obtained by the designer by providing addional reinforced masonry, above the precast Ilntel. 6. One 97 rebar may be substituted for Iwo 45 rebars In 8" lintels only. 7The designer may avoluate concentrated loads from the safe load tables by calculating the MexlmBm resisting moment and shear at daway from the face of support, 8. For composite Ilntel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot REVIEWED FOR CODE COMPLIANCE ST, LUCIE COUNTY BOCC PRECAST "U" LINTEL W/ 3000PSI CONIC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE N R n 10" ANCHORS HOOK (TYP.) - REBAR ON BOTH SIDES OF OPENING U.N.O. STD. 90 DEGREE-ti ANGLE 3000 P.S.I. CONIC. W/1 #5 DIA. REBAR PROVIDE KNOCK -OUT -' BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL &FILL SOLID - W/ (1) SS BAR FOR ALL WINDOW OPENINGS (1 AND LAR 8"xe x16" CMU U.N.O. tt SEE FOUNDATION PLAN , --STD. 90 HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK R LL W/3000 P.S.I. CONIC. W/1 #5 DIA. REBAR INDICATES FILLED CELL FROM FIG. TO BEAM WITH 1 #5 BAR MIN. I MS01 I BLOCK WALL REINFORCEMENT I N.T.S. I TYP. DOWEL 25" MIN. LAP (ACI 530) fd m ,tlttTT Ifill E co G ti yr .� rao a�P64 - CC f o c, . 7UT'+leSrl YTt°'Ay BS��mC13 3 d Mv.a a' N CSI�`wmmmO 2Y his-9,LL LL ZNRNA acgENaC� d ait T15gl Z6 U H J ❑ ❑ ❑ nWWWW.FDSEN000M - m o r- z W z o ro IT%Z Q ON c J O. 0 I �^v1, W W F 0 O W trT c Q m V, � U i cv E U C �Q Q NaY 0 m d ad Qm' 1 lS AMC 1..1415\A 7C C FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 325, PORT ST. LUCIE IVI Job Information: 0 IIIN C 1-1 W N V z N N F- LO OJLLJZ) m o J m U) (n 00 u- Model Name / Number: 1930 VT Plan Issue Date: Friday, May 22, 2020 KA PROJECT NUMBER: v Y 20-3504 s rn Sheet: A Of: o - N U LINTEL PLAN 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 W/ (2) W'x5" EACH END SEE FLOOR PLAN WEDGEANCHOR o FOR BEAM SPEC. G OVERHEAD SECTIONAL v DOOR TRACK W/ 3/8" X ° 1 1/2" STEEL LAG BOLT V W/ WASHER. MIN. 6 PER TRACK TO JAMB. '� ,a::,•� Fo 5 1/2" DIA. x 8" " "J" BOLTS WASHERS SET IN " FILLED CELL W/ #5 TYP. FILLED CELL N VERTICAL MIN. 5 PER JAMB. o E � y SECTIONAL - ®1L OVERHEAD DOOR CONT. o WOOD P.T. #2 ° v SYP 2"X6" � p. TRIM o :.', o aaatul)UFp/ g MB,CAN 2"x6" P.T. WOOD JA04 DOOR AND CONNECTION PER ;' 0 GARAGE DOOR MANUFACTURER GARAGE SLAB 75 TYP. GARAGE DOOR q w i?"w N," TRACK MOUNTING DETAIL NOTE: DETAIL CD22 / 8-2 MAY BE SUBSITUTED FOR THIS g' DETAIL- UNLESS NOTED OTHERWISE .v v 0 CD21 ENTRY CMU COLUMN/BEAM N.T.S. MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. v v 0 E E C ypy jjYc� 00 c j pg •ix 1• yp .i 0 0 OD x �j Q ei4b IlU U��NNm LJi lJi 4Ji �g61�•- ��aWL W BLOWN -IN R-30 INSULATION PER FBC o w fr H a a 3eb 0c3 AND ENERGY FORM SUBMITTED WITH Z".Am �FOR ROTVTIDE BAFFLES d a a BLOWN-INR-30 INSULATION PER AT EAVEPERMIT VENTEDPLICNTION 12 ( ^ 00 FBC AND ENERGY FORM SUBMITTED 12 WITH PERMIT APPLICATION FIBERGLASS SHINGLES OR i s o a W m m a F m ' PROVIDE BAFFLES AT EAVES' PLAN SEE PLAN TILE ROOF (PER ELEVATION) ' OVER APPROVED UNDERLAYMENT � s 5 O o -' 8 o N SEE (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA PRE ENGINEERED WOOD �' o ?o g " z s $ � III >; FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) TRUSSES @ 24" O.C. RATED STRUCTURAL SHEATHING (SEE STRUCTURAL NOTES e . www.wserc.cau ❑ El 0 OVER APPOVED UNDERLAYMENT FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE) /' LJ mo PER FBCR 905.1.1 OVER APA \(\IEV1\ Z RATED STRUCTURAL SHEATHING PRE-ENG. WOOD TRUSS ANCHOR (SEE PLAN) `" Z m o ( TRUSSES @ 24" O.C. SEE STRUCTURAL NOTES PER ROOF - — _ — _ SEE PLAN FOR BRG. IiT. r /7 (\ViEl\ z 0 (I Ilr�aIJIP NAILING SCHEDULE) y I1 1 TRUSS ANCHOR (SEE PLAN) 1/2" DRYWALL :;1 FELT PAPER OR `' � as o AAA — Y ' ' ITO BE INSTALLED ON OUTSIDE METAL DRIP EDGE TRUSS PLATE .V a Z R ACE -- -------- 3/a" P.T. NAILER • ` y 2X SUBFASCIA SOFFIT. SEE ARCH. (TYP.) FRAME FOR BUILT-UP CORNERS min (3) 2X4 OR 9 = In O S 1/z" DRYWALL PLANS 4x4 w/ 2x4 POST UNDER EA -METAL DRIP EDGE CURTAIN NAILER � 6 x 8 x 16 K.O. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. ?_ '� 1/2" DRYWALL CONNECT ALL 2x STUD 2X SUBFASCfA 1 x 4 P.T. @ WINDOWS LINTEL BLOCK 1 x 8 P.T. SG.D . .. ^ O.H. W/ (1) #5 DIA. REBAR & KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" AND LATH WITH FINISH O.C. E 0 V) TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH. PLANS H SEE ELEv. 3000 PSI CONCRETE PRECAST "U" LINTEL (TYP.) ALL SIDES / i (TYP.) FRAME FOR COR- \ � a m� � � (6 m w E w 1/2" DRYWALL _ SEE SCHEDULE \OO HERS FOR NON LOAD /' ° \ ° ° "; o o $., SEE PLAN FOR HEADER SIZE " u ° \ BEARING SIDES NAILED °'° ° °'° ° °g'� = _ 0 ! 6 �® = s w/ 16d NAILS @ 8" O.C. , r= iil 00 ,np tt0 OPTION, 15/32" OSB EXPOSURE 1 ON H. 1/2" X 8" MAXIMUM OF (3) - 2X PLATES MAY BE EXT, WALL W/ ALL EDGES BLOCKED. (1) CENTERED EA. \ (TYP.)<f COURSE HIGH A.F.F. .; DAMS HOMES ELEV. ADDED BELOW THE HEADER W/ EACH SEE SEE TB13 FOR NAIL ATTACHMENT. 6 SIDE W/2" WASHERS \ i CMU BASE FILLED W/ CONIC o PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 13/4" STAPLE 2" O.0 EDGES AND FIELD. n (TYP.) w/ (4) VERTICAL RENF w/ NAILS AT 8" O.C. @ NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. ALL BEDROOM WINDOWS. �' REBAR W/ 3000 PSI HOOKS INTO FTG & AT TOP o 'k FLORIDA CONTRACTORS UCENSE NO. CRC1330146 n H CONC. ALL LOCATIONS PLAN AI -Al OF COLUMN —,�", 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW w/ SCREEN N SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN & FLOOR PLANS N p LO DIVISION LOCATION: CATION: LOCATION OF OPENINGS IN u EXTERIOR WOOD WALLS, IF NO SIMPSON LSTA30 SEE FLOOR PLAN OPENINGS ARE INDICATED, FULL w/11-10d TO BEAM FOR BEAM SPEC.' PORT LUCI E STUDS ARE REQUIRED). & TO FRAME BELOW w ♦ Job Information: NOTE: 44" MAX. SILL HGT. ON v ALL BEDROOM WINDOWS, / VINYL FRAMED WINDOW W/ SCREEN WINDOW STOOL � a CEMENTIITOUS DECORATIVE PER SPECS n PRECAST CONC SILL i o FINISH 7/8" THICK PER ASTM � C-926-98A PAPER BACKED FOIL R-14 w v O 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL o 1/2- DRYWALL MORE INFORMATION). SEE TB13 / PER FBC AND ENERGY FORM P V EXTERIOR FINISH - SUBMITTED WITH PERMR i ON SHEET 6 (SEE ELEVATIONS) APPLICATION ' n W FOR NAILING INFORMATION FOR n �4 R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. ZX #2 SYP. BASE PLATE 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR 1 x 4 P.T. 17" IN CONCRETE - 25" < F w p 0 � m AND ENERGY FORM SUBMITTED 1/2 A.B. EXTEND (ACI 530) ABOVE T z w/ x 8 ( OR 1/2" x 8" TITEN WITH PERMIT APPLICATION HD) w/Z" WASHER AT 32" O.C. BASE NAILER SLAB. ALL LOCATIONS SHOWN WOOD ` ON FOUNDATION PLAN SIMPSON HETA20 Al Al BUILT-UP CORNER MIN (3) 2X4 w/10-10d TO COLUMN E ° \ / N cv N WOOD BASE MIN, 6" FROM END -SEE WS07 FOR TERMITE SHIELD OR 4x4 POST w/ 2x4 UNDER POST , j SEE FOUNDATION PLAN , , SEE FOUNDATION PLAN FOR , EACH END OF BEAM ' 'C FOR SLABINFORMATION TOP OF SLAB SLAB INFORMATION _ TOP OF SLAB , NOTE: 2X4P.T.PLATE m 6 M o O LL ^ : ", — ; _� BOTTOM STRAPS MUST BE s LMJL ,, r * o� - �" INSTALLED ON INSIDE OF N ♦ Model Name /Number: »� GRADE GRADE COLUMN. O NOT D ' ° STRAPS UNDER DER PLATE° r44 ° r 3 •-,�° ° 1930 CLEAN •, PLAN FOR PLACE STRAPS IN FILL COMPACTED °;� . :SEE RE B R QUANTITIES ,_ 1 + '" CELLS w/#5 REBAR (TYP.)4 COURSE HIGH CMU BASE .x ♦ Plan Issue Date: FILL • _ J I j1' FILLED w/ CONC - SEE PLAN FOR r Friday, May 22, 2020 SIZE. TOP OF COLUMN BASE - SEEUNDATION PLAN 16" FOUNDATION SEE PLAN SEE FOUNDATION 2'-0 " AFF ♦ KA PROJECT NUMBER: FOR FTG REQUIREMENTS ""N REVIEWED FOR s 20-3504 DE COMP4IANC CODE m WS01 TYPICAL WALL SECTION 8" CMU 3/4"=1'-0" DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL- UNLESS NOTED OTHERWISE 1 . LUCIE COUNT` ROCC 0 Sheet: — Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-0" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. 5,TYPICAL a FRAMING DETAILS V G N U U N C yN N s O O pN G U� W I C 3 N W a W eTOA,i�rT�s.. d b ) b • �/ 4 .. .,!.• $� Np • yj PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ ro ✓free TOP PLATE ATTACH w/ 3" O.G. UBLE 2x4 t= n. "�" `_..,," e°`� (2)12d NAILS O.C. TOP PLATE STRUCTURAL SHEATHING (SOLID BLOCK w/ 2x6) 4 v TO 7/16" MIN. NAILED W/ ad 2x4 STUD B+41j N, 5 li - COMMONS @ 3" O.C. @ ` EDGE & 6" O.C. FIELD RUN PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OF SPLICE o' BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS --DOUBLE 2x8 v SEE GE05 FOR �` �` TO TOP PLATE WJ (4) 16d TONAILS (2) ON EA TOP PLATE v STANDARD �� ` SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END �` �l (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN ° FRAMING �` I�\ *OP PLATE W 8d 21 2" x 0.131 NAILS (SIM. w/ 2x6 16 NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF a _",_ N TOP PLATE TRANSITION 12d NAILS @ 3" O.C. 2. IN N f M 00 # \ \ PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU I} }i = TOP PLATE w/ MORE sg.- O THAN 50°h o Q ui � Q R " % M w I I O O OF TOP PLATE WIDTH INSTALL 2 ROWS 12d g m o ;, �� a w ¢ W cm 2X TOP PLATE TO 3 @ 3" O.C. v a` z cc 3 O GABLE END W/ 16d > SIMPSON PSPN516Z v g _ S cEnR'a z NAILS @ 6" O.C. 1 I a J w/ (12) 16d NAILS TYP. 9iY+ ,y7 °N' s .� n $ 9 W Y w ¢ pOp w= a W `.: m i —1--- —+—+ TOP & BOTT. ^' sPB ZN aCa + + + + NOTE:@ ALL EXT.CONDITIONS ATTACH2xSTUDS OTTOM SPLICE _ •� s� Q o v ..I o y �a o .� TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD x 2 O W ~ J 2X4 STUDS @ 24" O.C. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ . § wwW.FD6ENs.coM ❑ ❑ W/ SINGLE BASE & TOP (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO $ u� U o PLATE W/ PLYWOOD TOP PLATE W SO 2 1 2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED m SHEATHING COVERING NOTE: Z I, m — m O PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL -S Z Io [ ) U N Vf n/ Y Z i^J W F y1 ru GE15 FALSE BEAM AT GABLE END N.T.S. WF17 TOP PLATE SPLICE DETAIL 3/4"=1-0" o E •O Ix" M AJ m o w � m a ro sLn = M m m to EXT. OUT BEAM TO SUPPORT m i>3 C4 U mNE Q <. 00 TRUSSES IF SPECIFIED ON PLAN - .a t` 'r' = . 3Ye" b . BUCKET SEE ROOF -- 15 G PLAN FOR MORE INFO Q o o� SEE ROOF PLAN d FOR BEAM SIZE DAMS HOMES ^ & CONNECTION INFO °O �•�--- --�:- �a FLORIDA CONTRACTORS LICENSE N0. CRC1330146 SEE FLOOR PLAN �_ 3000 GULFBREEZE PARKWAY (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 z 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10tl ROWS OF STAGGERED i6tl ROWS OF STAGGERED i6dW/ _ _ _ _ _ _ _ _ _ _ _ FOR COLUMN SIZE & ; = GULFBREEZE, FLORIDA 32563 COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D=0.148",L-3P)OR EQUAL ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) BASE CONNECTION INFO '- ---- ---------• OPTION A OPTION B a v DIVISION LOCATION: (D-0.162",L-3-1/2")OR EQUAL 10=0.162".L=31/2")OR EQUAL 1/2" OSB FLITCH PLATE � PORT ST. LUCIE 1) ADJACENT NAILS ARE DMVEN FROM 3)FOR 4-PLY, PROVIDE I/4"DIA. x51/2"LAG SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED v OPPOSITE SIDES OFTH E COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 34' OF 4) REIER TO NOS SECTION 10.3 MR COLUMN SIZE ON BEAM SCHEDULE/PLAN 2 . Job Information: THE THICKNESS OFTHE LAST LAMINATION. ADDITIONAL INFO, CONNECTION INFO N WF37 TYPICAL COLUMNS DETAILS N.T.S. SECTION A -A N m SCALE: 1 1/2" = V-O" a o AA N M ° O _ FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO SEE PLANFOR s FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) P - TOOF BEAM n N r{ SEE ROOF PLAN FOR BEAM SIZE & e a w p �j LO i N d• r .- :CONNECTION INFO 12 E \J —y m A N CN N U N SEE FLOOR PLAN FOR COLUMN SIZE & BASE 1O O J I..I..I M O 00 CONNECTION INFO N J F.F. Model Name / Number: OVERHANG ., ., 1930 v To Plan Issue Date: ° ' Friday, May 22, 2020 0 w ICA PROJECT NUMBER: FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" ,--SEE FOUNDATION PLAN FOR I FOn v 20-3504 NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. MORE INFO REVIEWED COMPLIANCT Sheet: of, /T-7 COUNT �� CD11 COMMON BEAM ATTACHMENT N.T.s. MS18 RETROFIT WALL OVERHANG DETAIL N.Ts. $T. LUCIE BOCC o TYPICAL WALL DETAILS U TO BE LESS THAN OR EQUAL TO 45-- MINIMUM 2"x4" CROSS BRACING (SEE PLAN FOR LOCATION) BOTTOM CHORD BRACING 2"x4" MIN. 12d I JOINT T11301 TYPICAL CROSS BRACING DETAIL N.T.S. PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD A TRUSS VA -- G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT SHEATHING JACK - SPAN FROM EXCEEDING TRUSSES MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) (2) 120 NAILS ROOF SHEATHING AT �" O.C. MAX SEE PLAN 2X4 BLOCKING BETWEEN TRUSSES SFCT. A -A G.T ALTERNATE TO BLOCKING TRUCTURAL SHEATHING RIPPED 2X4 SYP #2 NAIL TO TOP CHORD OF HIPPED TRUSS W/ 12d NAILS @ 6" O.C. HIP TRUSS rB03 HIP / RIDGE BLOCKING DETAIL N.T.S. *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING i i CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING X-BRACING - 2x4 SPF OR SYP w/ (3) 12d @ EACH TRUSS WEB rB02 jiYPICAL CROSS BRACING DETAIL N.T.S. PRE-ENGINEERED VERLAP TRUSS BRACING WOOD TRUSSES —� AT LEAST ONE TRUSS MINIMUM (3) 12d PER JOINT MINIMUM 2"x4" SPF OR * SPACED AT 10'-0' MAX SYP TRUSS BRACING rB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT 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 CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) 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'-D" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION, 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS, 5. PROVIDE TRUSS BLOCKING AT ALLTRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS VERTICAL SCAB W/ (4)12d TOP OR HCLR/LL IN REQUIRED @ RA B 2X4 BLOCKING BETWEEN TRUSSES W/(2) 12d NAILS @ EACH END, CON. EACH BAY ALTERNATING BLOCKING STRUCTURAL SHEATHING SEE PLAN FOR CONNECTION e 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2)-12d NAILS @ EACH END WALL BELOW (SEE PLANS FOR TYPE) TYP. WOOD TRUSS BLOCKING @ RAISED HEEL DETAIL SEE SEE PLAN OUBLE TOP P ATE 2x STUD WALL SEE PLAN CONV. FRAMED RIDGE MAY BE NAILED w/ MIN. (4)12d WHEN IT LANDS NEXT TO PRE-ENG. TRUSS-? CB 3 TO 4 TRUSS SECTION B-B 2x8 BILKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) MTS12'S 3EMAI 2x4 AS SHOWN ALTERNATE DIRECTION NAILS TRUSS TOP PLATE VERTICAL SCAB 2X6 62 SPF 48" O.C. W/ (4) 12d TOP & BOTTOM OR HB OR HCLR/LL IN PLACE OF (4) 12d REQUIRED @ RAFTERS GREATER THAN 8' 0" COLLAR TIE EVERY 3rd RAFTER BEVEL CUTS (OPTIONAL) 2X4 SPF W/ (2) 417X31/2" WOOD SCREW EACH TRUSS OR H5 @ 48" O.C. PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL WOOD 2x8 N2 SYP RIDGE BEAM AT 8'-0' TRUSS MAX 2x6 RAKERS @ 2'-0^O.C. MAX. w/(3)12d COMMON TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN CONC, MASONRY 4 FT @ 2'-0" O.C. MAX W / (3) 10D 2X4 CON. AT STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM T & B CHORD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. WALL AND ROOF 8d NAILS @ 4" O.C. 2x4 SYP BLOCKING SHEATHING, SEE TB13 FOR SPECIFICATIONS BETWEEN TRUSSES @ 48" O.C. MAX. FASTEN TO EA. 2x4 SYP I BRACE FOR TRUSS w/ 3-12d NAILS EA. GABLES 3'-0" TO 5'41" TALL. END 2x6 SYP L BRACE FOR 2x4 SYP CROSS APPROX. B" BRACE FROM RIDGE/ GABLES 6-0" AND TALLER. THEN O.C. EACH & ATTACH L BRACE w/ 12d NAILS -12F4NDI id @ 4" O.C. CROSSING AT 45 ANGLE. (NOT REQ'D GABLE TRUSS 1" OR SHORTER FASTEN (1) SIM ON HGA10 12" LONG 2x4 #2 SYP BLOCK AT CONT 2x4 SYP SPANNING (4) BRACE CONNECTOR FROM BRACE LOCATION. FASTEN TO TRUSS BAYS (8'-0") NAILED BRACE TO SILL PLATE w/ 10d @ 3" O.C. W/ 3-12d TO CHORD (MIN PLATE NAIL GABLE TRUSS 1ST 4 BAYS) RDIAGINAL TO TOP PLATE w/ 16d NAILS @ 4" O.C. as 4 BAYS .T. PLATE 1/2"x8" ANCHOR BOLT AT 48" O.C. MIN. KNOCK OUT COURSE MASONRY WALL �\+ NAIL TOP OF "T" TO GABLE TRUSS w/ 2-12d AND 1 SIMPSON H8 W/ 10-10dx11/2" NAILS FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"x11/2" SOS WOOD SCREWS GABLE END TO TOP PLATE / BEAM FRAMED WALL OR BEAM BELOW, SEE PLAN. @ WOOD FRAMED WALL ROOF SHEATHING, SEE TB13 FOR ATTACHMENT OVER JACK TRUSSES, SEE PLAN. BLOCKING w/ 2-12d TOENAILS @ DUTCH GABLE GE01 GABLE END BRACING N.T.S. SIMPSON A34 OR (USP MP4) @ 2%0" ON CENTER SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS— -2X4 SPF BLOCKING BETWEEN TRUSSES @ 48" O.C. MAX. 20 SPF BRACE @ 48" 0 C. - NAIL w/(4) 12d AT EACH END & ALTERNATE DIRECTION TRUSSES SEE PLAN \ n / 2X4 SPF BLOCKING Y BETWEEN TRUSSES / \ @ 24" O.C. MAX.w/ (3)12d EA. END (TYP.) 1/2" SPACE —' SEE PLAN FOR MORE SHEATH INFORMATION or 2x4 S.Y.P. @ 16" O.C. TB15 EXTERIOR NON -BEARING WALL DETAIL ASIVIEWED FUUH N.r.s. CODE COMPLIANC SIT. LUCIE COUNT' ��:•�: 1g54 pp� S ' t fv o lJ Y 1��O4 � or itJa_ y04a LD• � c LL a m U 0 0 2 a m 0 T ro m 00 . 9oO .J J J m UrN. LL ELlL m P.� 0`"Ikm �e.g tlI��NR a QmLLp LJ N -a o LL W c O y\o W �F Ti`-�0 B��.i$ 0. Ld mOf m E cl Zgy a j Z C) g � o mm wgs�2' On 46 ..92. o� 3 $ E y F wM1YYJ.FOBENG.COM 000 t m (D M Z ON p0 y M S Z c as s_ m p3 LL N — Y � Z o o U y y 4� w I- ma1 `O Fo � /yU — 0 :. __�e�a m C m o V) m M 9(7 m M L) Lc° N E 1 Cd 5 ro m t� Qcy� y LO d' � C c Q m O bOq Q.m oD A DAMS HOMES 41111111 = v a°m FLORIDA CONTRACTORS LICENSE NO- CRC1330146 15 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: I- Z PORT ST. LUCIE ♦ Job Information: o N M O ro 0 Y N a �O 0) U UI W y Ov m d) E \ + N o /� N N . vi v m /y� U d W LO � JM L u coy) o o , i W r ^ ' ) 00 u_ a♦ Model Name / Number: / v N 1930 m ♦ Plan Issue Date: Friday May 22, 2020 2 VI KA PROJECT NUMBER: m r 20-3504 Sheet: S-4 Of: ROOF FRAMING AND BRACING DETAILS n a E \\ 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. Predril ling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT, AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. RE SPA EVEI. I. 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE r,n 6„ 3" V V 3" 3" 3n 3" 3„ III I11 F I F 3„ 3„ 3" 3" DOUBLE DOOR W/ SIDELITES P r WACE :VENLY 6 6 SINGLE DOOR W/ SIDELITES El 6 613„ 3„ 4- DOUBLE DOOR LOCATION OF BARRIER TO BE 11 -010 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. O C) TOP OF SLAB OP Z f - if- If 0 o a vl o z I ' 0 16" MIN. DIAMETER CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. 3„ SPACE EVENLY 8" W a° 8" 9° SEALANT L NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS, 3/8' MIN HEADS. 6 PER SHINGLE, Aft Dew S vk OrecA Utz" 9m AU•GOWso 3t0tae zo" 7" Is to use In Valley cemerlim SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ASPHALT BASED SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) EXTFR. WALL FINISH AND EXTENDING A MINIMUM Or 6" ABOVE 6" X B" H GAILY. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER 'To SEALANT Z7� ROOTSHIN. 6° X 6" H GALV. T r FIASHINGCONTI I FLASHING DETAILS NOTE THIS DETAIL IS REQUIRED BASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLi_yS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET _/ KNEEWALL INTERSECTION over the eke and eaves about 1/2' H doP edge is ,o2' or about 3/4" if no drip edgo is used. 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. "TAPCOND SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WOW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" X 2 1/2" PHILLIPS `1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. EXT. FINISH 1/8" SHIM SPACE DRIP EDGE — WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME BY OTHERS �* SHEATHING BY OTHERS CAULK BETWEEN — FIN &SHEATHING EXTERIOR — — FINISH BY OTHERS i eRrmETEft GAIULK BY OTHERS O.A. WINDOW HEIGHT EX 11/2` MIN. EMMDME1NiT i'-49 UDOD SCREW TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S Flo DRIP EDUE. IP EUOE A[' AVES AND OAbLES OF 016 OVERLAP TOSS A MINIMUM -y. CAVE DRIP EDGES SHALL EMEND SHEATHING AND EMEND BACK ON THE MUM OF AR. DRIP EDGE AT EAVES Rl iED TO BE INSTALLED EITHER 9FR THE LINDERLAYMFNT, IF INSTALL Fn NIIERLAYMEM, THERE SHALL RE A W➢TH C£ ROOF CEMENT INSTALLED RIP EUGE KAME. OPP EOf* SHALL 3E .LY FASTENEU AM Fi OF 12in ON Ma imum Fastener Spacing (Jambs, Head and SH) Wall Framing: #2Sauce/Pine/Fir Or Better 911cme #S 2' Scew Minimum Penetration Glazing BeadA1.3/8" Cross Section V iew c Mnimhm - _I Vr Silicone c fXedor Sheathing !o • Ydu MAY wish to Predn%ihe insfillarion holes in the fin at ten fie , MWAV err= AV Punched / WIn Mematio yflw d5' "not Step 2 Apply a generous bead of 9lkgre to the bedssWe a the mounting fly, the enough sskaato SWCWdy fill all wide between the fin asd the wall sheathing. Sbep 3 IrseAthe window Into the opening from the oulsWe. The window a labeled "Imi and "outside, but t tlese Meb have been removed, the glating bead should always be fit the made of to budding, Step Install shims Under the sit, adpstng them DOW the wit B plumb In the opening. Swiss should be Installed undo- the d8 every 2feet. The window should be basicaltv centered in the apiming with no more thm 1/4" gap between Use window and wall flonming. SUP S "a"'ia#10z 1-1/2'Moew 4' from the caner of the fin at each end of the had, all and both lambs, Step 6 In5w11 the remaining fasteners W a" Increments from the caner s0ews to the center of eK h Irene member. Use ore not m ovg- ligMen the saevs and pull diem through the fen. Also, make sure the Screws 90 in straight and do not am the flame Its bow. Wall!fairing should be a minimum of #2 Smuce/Phe/Mr. Fasteners smiuld be #10 screws of suffident Imp to acMeve 1-3/8" ebation Into the wat and noleS.than 1 2" fimm edge of frame g. Fastener quantities needed In each side of frame to aduaw a" e,on, Step 8 If desined, a foam insulation on be applied to the intenbT gap between the window and wall framing. If applied, Vas Maybe me NON IV-PANDING' "EFOAM. Step 9 Since them windows are Wally used in rooms WfM high MOI*r , lei batmoaris, it Is recommended that the interior gap between to window and wall flaming also be sated with sakphe and tooted an As not is firm wah the irsbam m of wallboard tlla a bum. Step 10 Ora all cor¢mxtm is carlpkte, remove the bubble wrap Nary tie inside and mdsWe of the window. fi neoessary, can the dodo wilt a mild dqEjent and warm water using a soft dch, Failure to follow these procedure; will void any and all warranties GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OV v TBtiA ND _ Of .0 'v,a . iN JB'`t. d'iti S:loN' � L LL ERHANG AND PITCH. - w w m - to It 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. m00 DO 00 SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATIONS a H omen o AND CALL OUTS. N =8��N�Ns i Q s`LL tsJ N Product Approval Submittal Affidavit aygwCwCQNQ �rw. W6 C) QI�Building Address Contractor:955armBuilding Permit: o -TerLILzRZ a 8' ¢ QQ NDesign Attachmenta HZ 0 3 Product Pressures Manufacture Model # Method Approval # a3,a� W I- e " www.FDSENa.cw+ ❑ ❑ ❑ Roofing: r 1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL7006.1 R-10 ; ( ) ? N NAILS. 3/8" MIN HEADS.6 PER SHINGLE. in Z rn W/ 3/8" MIN PENETRATION THRU SHEATHING z c (wf a 0 3 a ILL. a Z ROOFING VENTS: v w z CL " Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAILMAX, m / ■ ` �� Products Inc. "Off -rid a vent" " FL21580.1 R-1 8 DO ROOFING ` ROOFING UNDERLAYMENT: v /�` o _ TAMKO BUILDING TAMKO No. 30 E W 0 — W u�o 1st Choice p DUC C #30 A ALTS TURA D 0 GANIC FELT UNDERLAYMENT SHALL BE APPLIED AND FL12328-R8 w o }� ATTACHED IN ACCORDANCE WITH g' V7 c m tK�' 2nd Choice R905.1.1 TJ rL5 U 2 � U � E Overhead Garage Doors: 00 73W6 .0 ' = 500 JV9 1st Choice +30.0/-30.0 CLOPAY 16 x 7 2"z6" P.T. WOOD JAMB WITH FL16546.1 U +30.0/-32.0 CLOPAY 73W6 (5) 1/2" DIA. x 8" "1" BOLTS '' C a `� Y 2nd ChOICe 8 x 7 FL15279.36 < I c n°n QI� Swing Doors: 2p 1st Choice +67.0/-67.0 THERMA TRU-CORP. GLAZED 2x BUCK ATTACHMENT 7o BE ATTACHED WITH 3/16" X 3" `N '� DA S HOMES a I` FIBERG SS DO INSWING FL20461.1 TAPCONS MIN�4"FROM TOP & BOTTOM OF INTERSECTIONS _ 2nd Choice +67.0/ 67.0 THEIRFRMA TRU40RP. FLUSH AND MIN, 12" O.C. THEREAR ER. THE DOOR FRAME SHALL FL20461.19 g FLORIDA CONTRACTORS LICENSE NO. CRC1330146 FIRFRGI ASS DOOR I OUTSWING BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM FL20461.2 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. w 3000 GULFBREEZE PARKWAY THEREAFTER. (TYPICAL ALL 4SIDES) GULFBREEZE, FLORIDA32563 Sldin " i " INSTALLAITON EASTERNERS ARE GALVANIZED STEEL ROOFING DIVISION LOCATION: 1st Choice +0/-146.3 The Tapco Group 7" Staggered NAILS 1h" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS FL20403.17 PORT N T.LOCATION: LUCI E Shakes AT O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL 2 -2ii-d ChoiceN.A. N.A. SHALL BE BEYOND WALL DRESSING N.A. u� Job Information: Windows: 3540 SERIES SEE BUCK DETAILS THIS PAGE FOR UNIT INSTALLATION USE 3/16" TAPCON 1st Choice +40/-50 MI WINDOWS ) FL 17676.1 R9 — Si a Hun (fin) ANCHOR WITH MIN. 1?G" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL a 3540 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS �'�/ +40/-50 MI WINDOWS o IX Single Hung (flange) OF INSTALLATION LTH. TO PROVIDE 5/8" MIN, EMBED. INTO WOOD BUCK, FL 17676.8 R9 3540 SERIES FOR INBTALLANON THROUGH 2x BUCK USE #8 WOOD SCREW OF n +50.0/-50.0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE YPe" INCH MINIMUM EMBEDMENT M O IN WOOD SUBSTRATE. FL18644.3 R3 in Mullions: H Nr19 26 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 n 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE 1%k R z m M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT W17H 1" MINIMM EDGE DISTANCE5Milif'o FL04.2X LI w m Fixed Glass: E � +� US BLOCK FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR p N N i 1st Choice +50.0/-50.0 625 3 3 R- WITH MIN. 1'(i" EMBED. TO ALL FACTORY DESIGNATIONS FL18644.m U m 2nd Choice WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD m Y V m Lin a BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE `LD O _3 ED :D C'Y) 3rd Choice 5/8" MIN. EMBED. INTO WOOD BUCK. O J r ^ OO L� O 0 V, Soffit:T1Model Name / Number: 1st Choice 1 +55.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" O.C. IN FL16503.4 R-3 SOLIDSOFFIT1930 Hurricane Panels: Plan Issue Date: 1st Choice 46 PSF EXT HURRICANE STORM 214 `H` DIRECT MOUNT. TOP ty"-20 MALE PANELMATE W/ / Galvanized FL16293.1 `� 46 PSF INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 121hii O.C. BOTTOM 1/4"-20 SIDEWALK < Friday, May 22, 2020 Panels BOLT w/ POWERS CALK -IN 10 a`m KA PROJECT NUMBER: I have reviewed the above components of cladding and have approved their 20-3504 use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 5612FDI�iiIEVVED FOR Sheet: Of: s Name: TODD M. BORN Certification Number: FI. # 82126 too CiOMPLIANC N —5 Name: Luis Pablo Torres Certification Number: FI. # 87864 gtli LUCIE. COON k MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS _ j� FOLD UP WEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH . , / RESISTIVE BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS /-WEATHER DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with a weathst-resistant exterior wall envelope. The exterior / RESISITIVE WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4. A Water -resistive barrier Is described as a BARRIER WOOD FRAME CONSTR. material behind an exterior wall covering that is Intended to resist liquid water that has penetrated behind the exterior TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-1"BEAD OF CONSTR. SLOPE covering from further Intruding into the exterior wall assembly. An exterior wall covering Is described as a material or SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 in SELF -ADHERED FLASHING assembly of materials applied on the exterior side of exterior walk for the purpose of providing a weather -resistive OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) barrier, Insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, WALL BY 6IN. UP JAMB 6". USE LIQUID NAIL BRAND architectural trim and embellishments such as cornices, soffits, and fascias. WaS•mw cnwwnow; OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WEATHER SELF -ADHERED FLASHING EXTERIOR for Type 1 fait or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such RESISITIVE CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2Inches 134RRIER SEAL TOPS OF JOISTS ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 min). The felt or other approved material UNDER DECKING shall be continuous to the top of walk and terminated at penetrations and building appendages in a manner to meet the SELF -ADHERED FLASHING v (SEE DETAIL WP07) SUBFLOOR requirements of the exterior wall envelope as described In Section R703.1 � w WIRE LATH R703.7.3 Water -resistive berrlers shall be installed as required In Section R703.2 and, where applied over wood -based HEAD FLASHING TIE INSTRUXTIONS: Detal I I C1StrUCtlOtlS sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of w 1. Cut, fold up & temporarily secure weather RIM JOIST Grade D paper. The individual layers shall be installed independently such that each layer provides a separate a in each detail that corresponds to the continuous plane and any flashing (installed In accordance with Section R703.4) intended to drain to the water -resistive resistive barrier above header to allow for fleshing installation Refer t0 the number marked as ®m 2. Self -adhered flashing plus head flashing under weather BUILDING numbered Items In the list Of Instructions below: barrier Is directed between the layers. s resistive barrier PAPER 1. Install self -adhered flashing in order as shown by numbers 3. Fold weather resistive barrier back over head flashing and t Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to 0 seal with tape 2. Install flashing and weather resistive barrier to form water shedding laps or greater then that of 60-minute Qrade D paper and is separated from the stucco by an intervening, substantially N 2 2 V 3. Self -adhered flashing can be substituted for building paper nonwater-absorbing layer or designed drainage space. E 4. Split the release paper using the ripcord (Split release on demand, Scale: NTS R703.4 Flashing. Approved corrosion-reelstr nt flashing shall be applied shingle fashion in a manner to prevent entry of SELF -ADHERED FLASHING embedded in the adhesive layer) - for ease of installation and to minimize water Into the wall cavity SELF -ADHERED FLASHING SELF -ADHERED FLASHING �/ P03 opl penetration AAMA of water to the building structural framing all be seated t the juncture membranes FLANGED WINDOW CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER scoring cues used as flashing shall comply with AAMA 711. All exterior fenestration products shell be sealed at the Juncture with the 3 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIERFWP EXTERIOR DOOR WITH DECK - SECTION A W P 02 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1281, AAMA 312, or other approved standard as appropriate for the type of sealant x Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the v k®ettr e i r are EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) surface of the exterior wall finish. Approved corrosion resistant flash)ngs shall be Installed at the following locations: 5 TO �� h' EXTERIOR SHEATHING VW-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold ass hown by arrows �� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE O �� P`,• 7. Angle of Corner may Very, 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 THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING { a. Q iv S F •°..�' ".. UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. of the REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPO1) tight t0 corner Mechanically attached flexible fleshings shall comply with AAMA 712. Flashing at exterior window and door o enin u J g786A LETTER ON CHEMICAL SCORED 8. Mechanically fasten as necessary shall be installed in accordance with one or more of the following: P @ J J N COMPATIBILITY , RELEASE PAPER E * t -9 ' 1.1 The fenestration manufacturer's installation and flashing Instructions, or for applications not addressed In the m O¢ SELF ADHERED SELF -ADHERED FLASHING, �ro ' (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where s % •q '<PT�' •`.ter_; RELEA5E PAPER TO EXPOSE S P' EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) flashing Instructions or details are not provided, T n? •, ; rFLASHING VERTICALLY FROM door openings. Pan flashing shall be sealed or sloped In flashing a mariner as direct water It the suHacedotthed s `oa OX: •: L. 0 ¢ "c.'. E1 BOTTOM OF exterior wall finish or to the water resistive barrier for subsequent THRESHOLD bse4ulsrnt drainage. Openings using pan flashing shall i q \- > >• e O MECHANICALLY FASTEN AS Incorporate flashing or protection at the head and sides. ',�` 9 i SECTION -A NECESSARY IN CORNERS THROUGH 1.2. In accordance with the flashing design or method of a registered design professional 5 (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.3. In accordance with other approved methods. .� SELF -ADHERED �-�t 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or '�'-� nL FLASHING O y FMA/AAMA/WDMA 400. '.. ] v v z 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both o SELF -ADHERED FLASHING rJ sidesunder stucco copings, ii NAILING FLANGE t O 4 3. Under and at the ends of masonry, wood or metal copings and silk. 2 SEAL TOPS OF JOISTS 10 c DO NOT FLASH OVER - 8 UNDER DECKING 8 6 4. Continuously above all protecting wood trim. E - N FLANGE BOTTOM NAILING (SEE DETAIL WP07) 2 7 5. Where exterior porches, docks or stairs attach to a wall or floor assembly of wood•(rame oonstmcton. ,o Eg IIC1131 W mN00 o �P mf. m. 11I W 00 SELF -ADHERED FLASHING A SELF -ADHERED FLASHING SELF -ADHERED FLASHING �+ B.Atwallandrooflntersections. -` zQgg� # HALF ROUND WINDOW rwPO4 EXTERIOR DOOR WITH DECK IWPO5 INSIDE CORNER WPOV 7.Atbuilt-In gutters. V $s55 11'.O mg o '.bin..}2 W m "m'ill `°m° a SELF -ADHERED FLASHING _.H� 2a$ zDECK PROTECTORQ u gSHEATHING m s sW ° m m C, 7/8"Cement Plaster � g s r � FIL LL 2in accordance with„m/ ac ordance whin Cement r YSELF-ADHEREDASTMC926 ASTMC926 �m mIN O Felt backed metal wWW.rDservs.coM ❑ ❑ ❑ FLASHING PATCH F _ Felt backed metal lathe in accordance lathe in accordance =' % with ASTMC1063 z SELF -ADHERED FLASHING n / DECK PROTECTOR fr With ASTMC1063 N ' j _ m o 1 Building Paper Building Paper z o N p c 4 7/16" O.S.B. 7/16" O.S.B. J E: l� I DOUBLE ',',i Sheathing sheathing s a j SINGLE JOIST m Z 1!r" I JOIST SELF -ADHERED FLASHING -- .• '�- , Metal � . � � Keep top edge c^ " V) OI � tllalRl SELF-ADHERED FLASHING t ' Flashing Of weep screed top o � 2" below top of 31/2" block o E 3"MIN 2 Unperforated E \�eV/ . 4 Flange 7/8° Vulcum V) w o cauk bottom o O 5 Weep Screed joint onlymin Maintain U 2 w E Metal Flashing h w o O S Bottom of �tg> 3-1/2" Unperforated o v SELF -ADHERED FLASHING SELF -ADHERED FLASHING APPLY LIQUID FLASHING TO THE MASONRY OPENING HEAD, JAMB, SILL IN Wee Screed ' = o ^ u 1HO.8362x;DECK JOIST Fw P07 OUTSIDE CORNER W P08 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 1 1/2' to 2" Flange 7/8" Weep Screed y o w oFj , �, Q INSTALLATION OF THE BUCKIRECEPTOR. AbOVe Roof 1 /2" Cementhious a m o m 4',m Sheathing Decorative Finish -6r DAMS HOMES b • • o, All inside and EXTERIOR WINDOW UNIT ° needto corner mitill CEMT. FIN. outsie a FLORIDA CONTRACTORS LICENSE NO. CRC1330146 BUILDING PAPER Cement Plaster c 3000 GULFBREEZE PARKWAY v cut and caulked all N GULFBREEZE, FLORIDA 32563 SLOPE in accordance o v, •, butt joints need to a SLOPE becaulked using c DIVISION LOCATION: with ASTMC926 SLOPE 0.3 in : 12.0 30 5 0.3 in : 12.0 in over wood 2nd Vulcum caulk for all a PORT ST. LUCI E 0.3 in: 12.0 30 in (0.6 cm : 30.5 cm) (0.6 cm : 30.5 cm) floor (0.6 cm : 30.5 kxn) N � Job Information: N SELF -ADHERED FLASHING €a WIRE LATH a SELF -ADHERED FLASHING F"' EXTERIOR .. o BUILDING PAPER CEMT. FIN. WIRE LATH O SELF -ADHERED FLASHING 1/2" Cement Plaster Finish 7 g o U Lr) WIRE LATH r' ` Block @ w 4)-4 2 1/2" Perforated aJ -y M 9 Flange 1/2" Weep c > m w BUILDING PAPER 8 N CN 'c C BUILDING PAPER Cement o, Screed HPlaster v Z (, m LO 'a over block O J I.1J EXTERIOR 1st floor N ' ^ r ^ WINDOW UNIT CEMT. FIN. Slab Install bottom m Model Name / Number: v J edge of weep screed 1" below 1930 finish floor v Y° o � Plan Issue Date: ��^ OPTIONAL DETAIL Friday, May 22, 2020 $2 KA PROJECT NUMBER: 3 3 ONote: 3 The building paper and metal lath p� yfEWED FOR 0 20-3504 ED FLASHING must be installed over the to of WEEP SCREED DETAIL CODE CpMpL1ANCE 2 Sheet: Of: SELF -ADHERED FLASHING LWP10 CEMT F N)ISH WIN OW SILL 1WP1 CEMTFFINDISHR PARAPET ET WALL W P 2 the weep screed. p SCALE: NOT TO SCALE ��.+ LUCRE COUNTY 0 W P CEMT. FINISH WINDOW HEAD SOCC WATER PROOF DETAILS i TNa. O n`OVERED PATIO 2a•o-xto'a�^ I a� � • I Y i 5 bath duct to roof cap w/70 cfm fan 2e sN M 25 3H 1 I " DfiL 25 SFi t� Cx) 2fiR8 �J 1 _ sl O _ � U O REUR M (3ittNER. SUITE O X nJ s' c.Ea ibO L 1 x6 1 wcd LIVING 8' OWING -- ] 1 VAU-TED CELIING 16x16 rag 175 7' 191, 12x12 rag 14x8 1 wcd 1Ox6 lwcd 10x6 lwcd - S M .. _Rey _ .- . _ 105 105 14 ........... . 1 i I e Iff 25 r 10x6 1Wcd �� i aei70 r pfiox `p �!6 .� 5' 10EYiiNG , - - 1 \V OWNER !NTERIOR RID: .-.---------- 841 J � I m 12" \i. 24 fbra W. * r Z 5" bath duct NG I ( 11' p m VAULT CEL11wi -. „ _ _ _ 1 , to roof cap 120 6 R `��_— �' �' CFLIINa IF w/70 cfm fan T— ' 1 x6 1wcd -------- :. f "+? 1Ox6 1 cd �' 1vd: ii r'y+ INIJ , f/ ATTBC AG'CEB& ; ��_ i! 0: I- 1 OO LMA.T N FIEID V 22' X 3'W MIN_ _ I WK -- ---LINE n - --- ..::. 5 42X42 A/C SLAB s BY BLDR MIN i - 2' FROM WALL 10 6 1 c ER D NING 2-CAR GARAGE _ ZING a, INC LAUNDRY 8' CF.L:ING 12x12 r 105 tT' cn,IN —o u — --- ----- ---- - ---- ------ 12x6 11wcd I11 i 135 3-6� - n le w !MRESS BEDROOM 4— i W: I: l:f:L l:•N:J% . I f 1 g• d!6_IING EI 1 I ; a ENT y Asa I� 4 - ; 1 LLI z /) LU, 1 /^' r/ — 4,._dryer duct � = N w ECREss to roof cap w/dryer vent box - V 1 35 SH U Q O Q Q ? N j AREA CALCULATIONS r' C) (D _rJ� 1st stow issbs.�. , Oecembar 23, 2WA- w z (V NI KA PFKUECT NBER: O I � Transfer ducts/grills sized in compliance TOTAL 4NIRG(AC) pia&E � �� — (\J m with Florida Residential Building Code-M1602.4 a s°"' U) balanced return air. FLOOR_PLAN °"RA°e 'ids-F_ r.Ov,FaTFORURY(FLW 24s.F. [� 2 LLJ .. — � Z EXCEPTIONS 1-3 AALE'ir4"=5 0` � .. J NOTE TO BUILDER:MUST PROVIDE UNRESTRICTED ALL PI MIATI£3NS WVEl+f3 NAT10/LANN S.F.200 F1flOR PLAN I Z LI 1 'INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS TOTAL ARFAUNDFRROOF 25%&F. _ 111 Q Q O Q M 0—1 r� O Rating EVIEWED FOR _ - '30DE COMPLIANCE S . LUCIE COUNT BOCCI 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.