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Home My WebLink AboutBuilding PlansTERMITE SPECIFICATIONS: R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: `THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. 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. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. EXTERIOR WALL LATH ATTACHEMENT R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE GOATS 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. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER S WOOD -BASED SHEATHING, SHALL INCLUDE AWATER-RESI WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS B PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER-RESISTIVEARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. AT WALL AND ROOF INTERSECTIONS AT BUILT-IN GUTTERS. MASTER REVISIONS DATE DESCRIPTION STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE 1 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS) A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY, FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) 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 FBCR Ch. 34.43 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 31s-14) THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LEIS 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) A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRECAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL- 2015 EDITION 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 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE 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 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. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES 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) DEFLECTION CRITERIA 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, ROOF RAFTERS LL/180 TL/12O 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 (W/O CLG) LL/360 TL/240 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 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 [-JOIST*** LL/480 TL/240 GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. *TL MAX 2" UP TO 4OFT SPAN 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR **TL MAX 3/4" 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. *** TL MAX 1/2" 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL GENERAL ROOF LOADING WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE TOP CHORD LL 20 20 20 20 END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD OL 7 7 15 25 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND BOTTOM CHORD LL* 0 0 0 0 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 BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 37 37 45 55 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 BOTTOM CHORD LL (OPT) VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CAB REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. ATTICS W/ LIMITED STORAGE 20 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 WITHOUT WOODEN TOP PLATES. (NON -CONCURRENT) 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: GENERAL FLOOR LOADING HIND: &GA-C D, EXTERIOR OR OSB FLOOR SHEATHING: T&G AC GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. FLOOR SHEATHING: WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 TOP CHORD LL 40 (PSF) COMMMENTS: A MINIMUM 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 DL 10 PSF) WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY 11 BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15Fr, AND FOR 2 STORY HOME IS 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT !s 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+)VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® O5 (+) 27.5 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 O O 50 (+) 24.8 (+) 24.8 O "0 O 27.1 (-) 31.1 iJ�j 5 5 + 23.4 O + 23.4 O 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7-0" 16'-0" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (.) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 3.1 FOUNDATION DETAILS 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC PRE ENGINEERED WOOD TRUSSES SEE FLOOR PLAN FOR ACTUAL PRESSURES BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. GAME ROOM 60 (PSF) COMMMENTS: 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) 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) 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) THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES READING ROOMS 60 (PSF) 6. DESIGN SPECIFICATIONS FOR LIGHTWEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, GUARD RAIL @ HAND RAILS (d) 200 (PSF) AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED 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) S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) STAIRS 1 40 (PSF) UPLIFT CONNECTORS FOOT NOTES d. A SINGLE CONCENTRATED APPLIED Y P G CO C LOAD APP ED IN ANY DIRECTION AT AN DINT ALONG THE TOP. 1. UPLIFT CONNECTORS SUCH AS HURRICANE RRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A - NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. MORE INFO. FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "1" BOLTS FOR WOOD BEARINGIt 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. Is the Intent n ent of Designer/Engineer listed in the [Itleblock of these ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'Sdocuments RECOMMENDATIONS OR SIMPSON 1 2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE / 2. WINDOW AND DOORS SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. U UG C MS the t 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 #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to { 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 = INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Designer/Englneer are not PRIOR TO APPLYING THEALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations CONTROL OF CONSTRUCTION SITE: BOND BEAM POUR.EPDXY. • undetected and not reported to the Designer / Engineer prior to 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT (BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the , TO FOOTING j. KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE ( information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) "A"x 2'A" TTTENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality p MASONRY AND (7ylOd NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSMS6 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 Assurance Manager321.972.0491 I. N at Immediate o backcha es Y rg 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 ORE EQUIPMENT, FROM MOISTURE MOLD FUNGUS, FIRE THEFT, AND S. EFi VANDALISM, TRESPASS OR ANY OTH ER HER bM will be considered for reimbursement by the Designer/Engineer PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OFTIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OFTHE PROJECT, OR AFTER NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR, If GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUN 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 the Designer/Engineer. Payments will be made In accordance to the - MISSED, CONTACTTHE FOR FOR SUBSTITUTION. terms Of the agreement. F 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2NO FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON H175 w/ (26) CODE REFERENCES ARE SUMMARIES FO CODE SECTIONS. 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. FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. Cl AMS HOMES Of Northwest Florida ;�i�(�C) C;ULF: RE �ZE P;�\RI��\';�\Y (;UHF: BREEZE, FLORID;1 325:3 MODEL 2265 2CFL �-e,�, �-bI'd I REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCIC VV 5 i F1i.E COPY ``Attu r t IIIlr! gt0 ,��•Q �J�S 'GENgF•. U o 87664 w � 0. E 0'. T C- i• r n � . rr .fi' OR••.Q. sseea:.. m V$ g62g�g F (9 10 v m ni g. Q V, n m aRua �i ti LL Wc� B�\aww a t y 9 p g€ a.�ymy5 ZLL t>: W I?s e'3Q' m`C�V`6 IY�Dm" [YF C m o ma ED 3P��ai S B ¢a Sg( d p N e I°�uss8ss�� - 4 C a W .MSMQO M ❑❑❑ Z z M 0 r � W g //\//��'' Z `/j Z o W a � , ( f^J I - Z a FL nn11 i- w W �t M i M � U E --.. O w D*V) c o m � \/ t- i(6 0M w ONE o$ ai c o_Q i ® r1AMC YAMCC FLORIDA CONTRACTORS UCENSE NO. IRC13301 46 I3000 GULFBREEZE PARKWAY GULFBREEZE FLORIDAFL RIDA 2563 PORT ST. LUCIE IVI Jab Information: ry O z y .n �aa LIJ N L V M z I-YUm 0 a O,J LU ZD 2) LL JmU)(n Model Name / Number: 2265 Plan Issue Date: Tuesday, April 14, 2020 KA PROJECT NUMBER: 20-2609 Sheet: Of: COVER SHEET (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REFERENCE FMASW FOR STEM WALL OPTION B" REINF. GRADE OPTIONAL CURB FOR F.F. VARIES SEE PLAN MASONRY @ ELEV. 0'-0"— _ W/ (1) - #5 BAR COW. 1 ' 2 x b N )r(2) 2 STORY: 20" X REINF. cov CONT. 2 I#5 SEE PLAN .F REBAR 16„BAR BEARING <i c FM01 SINGLE STORY FTG 1/2" "-0" FM02 SECTION @ GARAGE 0 N N Q a c m REINF. SEE PLAN F.F. 0 — * ` • o '€ B" ( (1) #5 REBAR �- CONT. c 3 NN Np FM03 THICKENED EDGE 1/2"=1'-0" W =1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR 2x BRG. WALL REFERENCE FMASW FOR STEM WALL OPTION (SEE FLOOR PLAN FOR MORE INFORMATION) PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE T DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. A. GAR. FIN. F-R. S 4" ALIGN DRIVE W/ BOTTOM OF (2) #5 REBAR RECESS & PITCH DRIVE N ' _ 2 STORY: 20" X 20" c 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. 2 STORY: 20' X 20" JOINTS 10" O.C. TYP. 16" (2) #5 REBAR W/ 3) - #5 CONT. .v a W FM09 I SECTION @ GAR. DOOR 1/2"=1'-O" FM10 INTERIOR BRG WALL V a v 2x BRG. WALL m 2 STORY: 20" X 20" (SEE FLOOR PLAN p W 3 • #5 CONT. FOR MORE c INFORMATION) F N .I'IIIS/•/ . i REBAR FM11 FSTEP DOWN BRG. 1/2" =1'-0- i i SEE PLAN OPTIONAL CURB SLOPED GROUT 1 OR MASONRY AT TODRAIN 4"x 4"x 16" ual SEE PLAN (1) # BAR WITH CURB o ai TYP. SEC. ' (1) #5 BAR CONT. � (G.C. VERIFY) ;0 I I z �- , F.F. REINF. 2 A •,' - _ (SEE PLAN) a 2 #5 CONT. INSTALL LINING 2 #5 BENT BARS W/ ; MATERIALS PER " FBC-R P2709.2 toN MIN. 25" LAP SPLICE - ; MUDDED FLR. 16" 1 • • SLOPED TO DRAIN MIN. #5 CONT. FM14 I SECTION @ RECESS SHOWER 1 1/2"=r-o" FM18 TYP. STEP FTG. DETAIL 1/2' 1'-0" s ALTERNATE: ' THE REINF. BARS SHALL BE GRADE REINF. CONTINUOUS AROUND CORNER #5 FIND. FOR REINF. SEE PLAN FNDrp SEE BY COLD BENDING THE BAR WITH - Y QUANTITY ? MIN. BAR LAP OF 25" ;D #5 X 25" X 25" CORNER BAR ONE CN FOR EA. HORIZ. REBAR. TYP. U.N.O. N (2) #5 REBAR 16" f A/C CHASE -° 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING WA3)-#5 CONT. n FM19 TYP. CORNER BAR DETAIL 1-1/2' = V-0-1 FM23 TYP. FND PENETRATION 1/2"=1'-0' STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM NUMBER/SIZE OF BARS LAT. F.C. SPACING (O.C� HEIGHT N 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# 6'.8" >2'-0"-3'.4" 10" 10. 20' 24" W/ (3) #5 BARS 674# 5',4" >3'-4"-4'-0" 12" 12" 32" 32" W/(4)#5 BARS 845# 4'-0" >4'-0" - 5'-4" 16" 16" 48" 48" W/ (5) #5 BARS CONT.& 1162# 2'8" #5 @ 18" O.C. TRANSV. 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 @ STEM WALLS GREATER THAN 4'-0" (1) #5 HORIZ. CONT. TIED' EA VERTICAL REINF. B RN GRADE. 8" MIN. TO TOP OF STRIP FTG. COMPACTED CLEAN FILL IN MAX— LIF, i STRIP FTG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) m mm m 3"MIN. COVER G FMASWISTEM WALL SCHEDULE SCHEDULE EVIEWED FOR )E COMPLIANCE LUCIE COUNTY BOCC FILE COPY NOTES: I 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE , 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND , VERT. F.C. ABV. FDN. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND PER PLAN SPACING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO ' E NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4%0" INTO SLAB/ STEM #g 3AF 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 A. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" TALL (TYPICAL ALL CORNERS) B.IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS r-SEE TO BE A MINIMUM 12" BI=LOW BOTTOM OF POOL OR WATER FEATURE. 7. ALL STEM WALLS GREATI_R THAN (4) COURSES SHALL BE FULLY GROUTED. 8. 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 IITnI11j1r �5 . �GENSF•9Fs'. > J. ' G 87864 e ;r ATE OF k ' 0 '•. � P : mot'. Ile SI r11ji llllit, I o_ w w �$ NN ' W 0'&jRs d d -imp mem O'�7',b�E a W ¢ Aw W m>P 103 Zm a a R-Ga °N` 3 z o �°m ozI- 0a�j IL 2�ao� o En B�® a e � � a ° ^W�4W WSENG.COM ❑ ❑ ❑ W o � M a z 4� z Q a 0 J �. ` 1 U 0 wo In c at N T� w oNa c tVo � Q m Q of o ® DAM5 HMI FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: IVI PORT ST. LUCIE Job Information: `0 1 Z N O Lo � W Y z m cal 3 m a H�e_ 0 0—M1L,I::D rn 2)o J co U) (J) GD u_ Model Name / Number: 2265 Plan Issue Date: Tuesday, April 14, 2020 KA PROJECT NUMBER: 20-2609 Sheet: 3 Of: FOUNDATION DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,281 x 3 = 6,843 APPLIANCE CIRCUITS RANGE 8300 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 1100 WATTS EACH 400 GEN LIGHT'G & RECEPT. + APP. CIR. = 35,393 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 25,393 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 25,393)=10,157 + 100% OF "B" = (20,000) = 20,OG0 TOTAL WATTAGE = 40,157 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 167 WIP GFI VERIFY LOCATION WITH BUILDER BIBB INSTALL FAN 8OX PREWIRE , Al - INSTALL FAN BOX PREWIRE INSTALL FAN BOX PREWIRE 0 I GFl ---- -- - -- --- GFI 20 O I� FOR HOOD I GFIi IIGFI O I GFI, I I ' GFI I IIB � ♦ fL.d I 11 \\ / GFI / FI kd , � GFI '• 1 ' I , o , I ' � 221J3 GFl / @ 42" / a , Z ATTIC ELECTRIC' w ;IF REQ'D BY CODE INSTALL FAN / INSTALL FAN BOX PREWIRE / /" BOX PREWIRE ,VJP 1, II 11 II �INSTALL FAN �BOX PREWIRE ATTIC ELECTRIC I IF REQ'D BY CODE I i s. I 1 ID/W ` ----- ----- i I ' d GFI - (♦ GFl / FAN F' I / PREWIRE v ' I --�"- -- ♦ I Ise, - ----- - ---"- LLM L I 1 I r I I I I \ I I I I I I I I I I I I I 1 1 I 1 1 I I 11 \ I ,ILL I I y \ � 1 II I \ WP GF di I 11 I11 \ NOTE: ----------------- . ----------------- / KEEP COACH LITES OUT OF BANDING, QUOINS, AND COACH LIGHT - GFI ROUND COLUMNS WHEN - - COACH LIGHT Ca 42„ POSSIBLE, REFER TO ELEVATION FORTRIM.. / ' I FOR DOOR OPENER / ------------------------------------------------ / - - -NOTE: LOCATION OF. METER AND PANEL BOX /. TO BE BY BUILDER. IF NO GARAGE SEVICE DOOR IS PROVIDED A DISCONNECT SHALL PLACE COLUMN BE ADDED AT METER LOCATION. / COACH LIGHTS ON ' WALL BEHIND WHEN � CRAFTSMAN ELEV , IS USED 1 I I /I Y COACH LIGHT - I -- ELECTRICAL PLAN — - COACH LIGHT SCALE: 1/4" =1'-0" ELECTRICAL NOTES: UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39„ ARE LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42' AFF RANGE 2' AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR, 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBGR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7.CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL.2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36' FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 55 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN V IFTHE OUTSIDE EDGE OFA SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH 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 FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES O BE 100% GEL BULBS ELECTRICAL LEGEND no SMOKE DETECTOR SINGLE POLE SWITCH M CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTORCOMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH `/ V J $DM DIMMER SWITCH FLUORESCENT LIGHTING �} CEILING MOUNTED FIXTURE -0--n 171 TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET o CEILING FAN " 110 VOLT SPLIT SWITCHED OUTLET (� GROUND FAULT INTERRUPT U) ' LU DOOR BELL CHIMES (i WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET (F— DOOR BELL ItSPECIAL SERVICES OUTLET D0 DISPOSAL TV� T.V. CABLE OUTLET LO DISCONNECT SWITCH -4111 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING a JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® PSHGE DOOR BUTTON I= 0 O N v F ggffi�m �°mOD OD N00 w 0 Q BsLL a w w F e s Z E. '6 z o 8mfi �3�al.d a C ~ "ty O� "� m m ao y d5�� m m � 8ma Z o ggO� WWW,FDSEA6.00N ❑ ❑ ❑ u O o z n m N 29 Z M Z c Q e a v — Y c n @ 1n O W F f0 0 £ t 0 W v c mm» o to = mfh � I- O` N E oak o ui L) h a�o� m ®DAMS HOMItS =,s FLORIDA CONTRACTORS LICENSE NO. CRC1330146 v 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDE DE COM binformation: SAMEAS UNDERGROUND WITH ELECTRICAL CONTRA w 200 AMP SERVICE SS 200=2/O COPPER OR 4/0ALU§T' LUCI�E ,Y T`Y IN 2 CONDUIT BOC / cli METER MAIN ISC0A AMP L M O 200 AMP NC DISCONNECT o UNDERGROUND e SERVICE 8Y ¢ POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS !4 . TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER INTERSYSTEM # 8TO HVAC TO RANGE FILE BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER S) APPROVED GROUNDING ROD W MIN. V DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO, G �aI _ ■ c o ij "o 'n TW Z CO a F— i 0 m 3 N U >r a OW 00 2 M VJ VJ VI Model Name / Number: 2265 Plan Issue Date: Tuesday, April 14, 2020 KAPROJECT NUMBER: 20-2609 Sheet: 4 Of: ELECTRICAL PLAN TOP OF BLOCK _ W'D WHEAD HGT ro e FIN. FLR. UP OF BLOCK W'DO HEAD HGT ao iD FIN. FLR. LITE TEXTURED CEMEMITIOUS COATING DBL 25 SH W RDGE VMT FIBERGLASS SHINGLES -- OF BLOCK HEAD HGT Q 23 SH LITE TEXTURED CEMENTI nCUS COATING 25 SH DBL 3050 SH OFF RIDGE VENT OFF RIDGE VENT FIBERGLASS SHINGLES 2868 2550 SH 1 3450 SH 0 ti RIGHT ELEVATION "Al SCALE: 3/16" -1'O" iv M rn TOP OF BLOCK .i _ r W'DO HEAD HGT O W w —III— FIN. FLR. 6 TOP OF BLOCK W'DOW HEAD GT ■ O o CO �o LITE TEXTURED 25 SH CEMENTITIOUS COATING FIN. FLR. REAR ELEVATION SCALE: 1/4" =1'-O" BURG. @ DINING RM. BRG. @ GARAGE F.F. IF 16 X 7 OVERHEAD DOOR G orr TC+3� VLNI 6 LRETEXTURED CEMENTMOUS COATING FIBERGLASS SHINGLES o/4 a1,� DBL .'6 SH ARCHTOP OFF MDGE VE`R FIBERGLASS SHINGLES VENTILATION CALCULATION Formula = SF / 800 / 2 * 144 = net sq inches of venting needed equally for intake and exhaust Soffit product provides 4.12 net sq in / sf Ridge vent proufiYeb T 18.00 net sq In / If Off ridge ventprovldes 138.00 net sq in:/sf Overhangdistande 1.33 ft S.F.of Area to be. vented (SF) 3ftb4 S.f. Total needed for exhaust for upper 1/3 720 net sq inches :.. Total needed for intake (soffit area, lower).: 720 net sginches. Number of Off Ridge Vents for upper 1/3 needed 5 LF.`of Ridge: Vent needed (can be used in combo withORV) 40 Lineal Feet of Soffit needed to meet required - 131 Lineal S.F. provided by plan 177777q TOP OF BLOCK TE!C W HE D HGT t�p � 25 SH 25 SH FIN. F R. 3068 DOOR WITH (2} 12" SIDELITES & 60" X 16" ARCHTOP FIXED GLASS ABV 12 6 LEFT ELEVATION "A" SCALE: 3/16" =1'O" DBL 25 SH REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNT" BOCC T O.M. W'DOW HEAD HGT FINISH FLOOR FRONT ELEVATION "All SCALE: 1/4" =1'-0" 1 h 6 U �)/I 1r i � N *;L, CIC, cl i ysg 'e a m�� '=gm-wma6 E DQQm <`Oti DNval 4ozm�trrNp`:1+W "wCgA°fie EMU _$g °P 21038` ZCmuaM�i ygi c0 ;Smwm .Sv W w2m ZHU 1 z <oJe� 5.F A� FDSENG.COM ❑ ❑ ❑ /�VNJ`W M Z N O0 Z M o Z Q C — s �1JN U— O W+ V) c m I lJ1 to w 0 �+ O ; 4dwA IM ill uj1%ww1rd FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY OULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Jab Information: 0 F_ z U L.O. LJ N T � N U m OJLLJ� DO J m (n (n Model Name / Number: 2265 Plan Issue Date; Tuesday, April 14, 2020 KA PROJECT NUMBER: 20-2609 Sheet: 5 Of: ELEVATIONS - A ■M SEE DE G.C. TO FIR BLOCKING' W/ APA REI FOR SPAN f 7/16" OSB SEE"HIP/R BLOCKING" ** ALTERNATE SPAN RATED 32/16 .SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX 20'-0" MAX THICKNESS IS 15/32".) IF i T:TBO3 USED, THEN THE ALTERNAT TOP & BOTTOM CHORD GABLE END BRACING @ -/ 4'-W O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBOS REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS 4 Fr. O ----- ------------------------------- 4 Fr. I 0' 2 I ' 'xxOO a --------------------------- ---------------- 5 FP. 4 Fr. O - 501. 4Fr. --------- 4 Fr. - 4 FT. 0---- O O ----0 4 F7 ; - - �0 ROOF NAILING ZONE DIAGRAM O NAILATBASE 2ROWS@4"O.C.W/8dCOMMON NAIL ROOF NAILING SCHEDULE" NAIL AT TOP PLATE TWO ROWS@4"O.C.W/8dCOMMON MIL © NAIL OPENING PERIMETER 3" O.C. W/8d COMMON NAIL NAILING ZONES (SHINGLE AND TILE) @ ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C- ON EDGE AND 4" O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES@HEADER - NAIL SHEATHING TO HEADER NOTE: W/ 8d COMMON NAILS @ 4" O.C. GO (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15W OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) NOTE: 8d 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 16GAx 13/4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32" OSB EXPOSUREI SHEATHING J (2)-2xTOP PLATE 15/32" OSS BEYOND EXPOSUREI SHEATHING --I1--Ir - It II 11 11 u II II II II PROVIDE I II BLOCKING AS II II REQUIRED PER - SECTION X-X IF I I NOTFULL If 11 HEIGHT SHEET ;All 11 11 I I II II II II Q LOOR SYSTE W LL SHEATHING 2x RIBBON OR VERTICAL BLOCKING BETWEEN FLOOR SYSTEM 1/2" - - - - - - - - II 11 II II II II SOLID 2x BLOCKING @ ALL US w III 11 II 11 II. 1 SHEATHING W= 111 III 11 11 II 11 1 111 II II I I EDGES (SEE o SECTION X-X) O Z III 11 111 OPENING 111 II I 1 IF-ir - II -r - I I If II III III III I11 II II N II II I I I 11 II II STUDS O BEYOND. ,� - -Ir rIII if II I fill fill III if II I 11 If I I I II II II I It II 11 1 I SEE PLAN _o y z II II I II II II II I HORIZONTAL VvALL ELEVATION DIAGRAM "S" = NAIL SPACING ALTERNATING J U� rC �FOp¢ p mLLX T~AJw LLp~ , N LL 27r4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/7/16" FLITCH PLATE TO W/ (2)12d TOENAILS EA, END. NAIL FLITCH PLATE TO VERTICAL W/ (4) Sd NAILS (2) 8d NAILS @ 3" O.C. STAGGERED SECTION X-x 'CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE E 5/32" IS BLOCKING CTIONS T1313 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. 1) U. CONNECTOR SCHEDULE FOR: ADAMS HOMES -2265ELEVA 2CF TRUSS ID BEARING POINT TRUSS ACTUAL " CONNECTORID ;; ' CONNECrORUPL*F '. FA UPLIFT DESIGN RATING C1 - C5V, E7- E7V, R7, VR7 L - 172E# or less ,�,' HETA36 A9E0'1 "u 1810# :(9) 10d x IN ` ,(9) 10d x 1 1/2" r A, Al, A3, A5, B21 L/M/R -836#or less REfA1fF,/HTS20JHETAI6 1810#/13101F%$8{j{I (24)SOd x11/Zy, J, r(9) 10d x 1 1/2n 4; f„": -; 139 813 L / M / R 952=#DP jp$4 ' a g'f„N1.Q:q f'#1'41$� ', ' ,,;1830#/ 1040#11810# I(9) 10d x 1 1/2 ` (18) 10d x 1 1/2' " Y I (9) 10d X S 1/2 3'IIi/ I` B7 L/M/R , 5#/ 2620# /2365! (48) lOd x 42) 16do D9 D19 ;,. ,1 f R, ; •"80&:#Oriess ' NF1`A16 1OA ill .' . '1810# 1040# : / (4) SOd x l 1/2' )? ; ,, �18 10dx112n G, G1, G7, G9 =., < HLT/(1. /H A16 181Q#/1810# (9)10dx112 ''(9)1odx11/2" '., .' B15,B17,1319 L/Mf,R -843#dr# S HETA16/H10A MECH tj6#/1045 {9) 10dx11/2 v.. :. .. (18)10d x 1 1/21 #,/R 'rSG55"#fl("I45& ,.. , (2)HEtA'L6 /(2)H,'fS2q:. 23G5#1'262(ril. ' (12) 16 d .,,(.. x 11/2 „',M1, NI3 LJR=:, -r3,93 #oTigsb H1,6A/H1OA `%-1g4O#f'ifY4{}#,. j1S)1,X11/2 NNECTC7"PER`fRUSSfHi PG 4lR - F 9 ATl 0 i3)HETA7,6/{2)H'Y52D 2365T/2.620#- 1'6d , 861#brl!,0'. '' HETA16'/'IHi'S20fH10A� '1 113a4H710d0#""'f2A)1,Odx1=113v":' '(18)10tfx11i20 C1 E3 R3 L �279' aTI Sy r;' ^ H%0A/MECH(18)161 x11j2" ,. .' B13x01SiPPOR7GOJ,4}tY1N 't. '' JI,Ry{lj,. F952#dr(�6 .:DTf.'�Z.7/�!WA' 5O9'$Ot{EWb .,. (8)ifk"x11/2" ` $75URPORTCOEUMN' M' 14$1#Dr3 S .. i)Tii2 SJZ.WA. TRUSS MANUFACTURER: PROBUILD/ 851 YO , ., 9J19J200>.' L- LEFt,R = RIGHT&M = MIDDLE. BEARINGS BEARING LOCATIONS ARE REFERENCt7i TFiTRU$$'MANU+iIJREli1"iR�)�DRA1Vi ALL CONNECTORS ARE SI MPSON PROD(d /' SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE OR TRUSS BRACING ANDADDITIONAL MARK O TYPE MAM80NTO CONNECTOR& FASTENERS H EA16 Wrp lNx1 OR SPF SYP 1810 CONNECTOR& FASTENERS WAI6 W R0)1Wx 11&"OR HrAzow/tlonoaxl l/2' 8" 1585 SYP 18]I Q FFMED wJ'bAw/110 EW LB &% bN R AM(tPF NNL9 6,6 6M ROOF INFORMATION SEESHEET S-4 © FEARME MEO Hl0A (SYW.Il&VT'ATZPYTRUBBEB 1015 930 1080 TM2W(N)10E1040 z11WAT21PLYTRU68Ee BB35 Nno I080 O FMMETO FMME MT3Y2wl(14)10dx11W(AT EXTEROR LOCAT101NCLUOE 13112d i0ENA LS) BW �0 MrW12W114110tlx1 t12"(AT EXTERIOR LOCATION INOUDE J)iN OEYN 91 003 1186 E FRAMETO MASONRY MEMRED)10d.MNM06ATA.T.R.W IT EMSEDMENFW MMP90N'9EPEPDXY M30 3885 MUGTISW(2611W NALSANDW-A.T.RW IZEMBEDMFNFWSIMP90N'9ET'EP0[V 1930 4485 OFFAMETO FRAME HTSWO (24YIWx1IW(AT EXTERIOR LOCATION NOLUDE(3)1NTOENAILB 1245 1110 HTMOW(24)Ndx11/r(ATEXT5R1OR LOGTKKJIN0U0E (]n2tl TOEN LLS ix&6 low FRAME TO FME (2) HTS20W(46)10dx 1 W' (AT EXTERIOR LOCATION1NO_UDE(6)12a TOEHALE Z480 =a In MMOVA46)1W x 11M' fAT EX1E.R1M LOCATION INCLUDE R)I2d TOENAILS TEA) 2570 306G O FRAME TO MASONRY NOT-2 w/(16)1W NAILS AND (2) SM' A.T.R. WIYEMWDMENTWSIMPSON'BET EPDXY(HGT-3 FOR 3RY) 10680 Hl1GTP W(1B)1W MILS AND R) 5B' A.T.R.G W 12• EMBEDMENT W 91MP90N "BEY EPDXY (FRIGT3T-0R9.PLY) 7020 97N QFRAME To MASONRY FGTRWIIB)/l4°z3"508 WOOD SCREWS ANO R)12'xb'TREN lD ANCHOR BOLTS 3400 4725 RFUB 4)S14'SLWODDBRO1_T AND (<)8/4'x0`WEDGE.SOLT ]IW O PMETO MASONRY (1) LOT2 W(16)18d SINKERS a(7)W.Y IW WISH2 fSEE NOTE PBBELOW) 1>bD 2030 ®2 FRAME TO MA90NRYl FRAME (2)LGT2 w/(et)ISa gN1ER3 &(14) 1H"x21W NTENRPLYTRU99) OR CM I W SINNERS FOR FRAME (EA) MOM 4080M 37A.F R) LUM2 W(12) 16E SNKERS&(10) 1H"z3'WEDGE-BOLT(2PLYTRU99) 0i(92f 19E 9NKERS FORFRAME(EA) 3100M MOO* 3100-0 4&20.f FRAMETO MASONRY/TYfENRRYTRU88) FRAME MLGTGWR4)14'.TBD9sCNiM OR(62)16d ENIEgBFORFRF F(FjA) 65704A beeaF (21 UU . WR4I v4 x21M WSx6 SCREWS&MI &M"xSWB12 PLVTRU89) oe(6N16d ENKFFLB FOR FRMIF(M) 61 70608 »10f rj BEAM TO H1M100PT HL1C410W11 M1Btl&(1011W GtlPAM urMtn rxar wutN"w,wn "".aa"m •,u .w". v Mx50NRY 1/4•xs xs•a 10d NNls uneol wEOGEaoLTa(+o)+na riniLs- ueB50 SEAM TO MASONRY/ HWBOPTNUC08 W(8)101NNLS& (12)t/4"x23H'TIrEN(T0MAS.) O"1640 d 000 HD45OFTHWBW(M1WNA1W& W621 G0201 FRAME OR(12)t6d&(6)IWHMFRAME) Uw0 SYPJ' aim SYP.M (12)1/4"x23WTAPOON6fFOMAS.) OR(12)18d&(6)HM (FORFMMEI 1Mf030 BYPF U&850 BrP-I FRAME TO (?)FETAIB OPTRI HETA20 1ffi0 18x0 (?)HTA160PT(2)HTA20 MO MASONRY 14+LVWLY*(dx11/2'0, Z385 ?J85 ifLYW(10)1(124) 18T0 2PLY W I1D iG1 W2'OR x-PLY W 112J tetl 2430 HTbM16 w/(811IXI N411&AND (4)1H'X2111" yxe 1110 HT'NM18WI8110tl NALBAND (41114"x13/4" 11ge I226 TO TAPCONs wE0[iE.60.T OFTUME N MASONRY Oft HTSM20W(W)1Dd NARSAM(4)V4W1/4- OR TAPCONs wS 1110 TWM20w,j10)1a NALSANO(4)1H"x18/4' WEDGE,SQLT 1143 Ix2& © FRAME TO Hi03W(6)8tlx112'NNLSAFD (2)SS•x4• MAsaNRr rlraww ]80 910 qOFlIMIETO DTTx2W(8)1H'xl Yff'809 WOOD OTbrz W(8)1Mx11TJ'VAIBYJOOD MaHorval, 90iEW9AN](i)t2'SAT.REPDXIEOW 1835 2145 9CREWSANp (1)1/iBAT.P. EPOx1EOW 1510 1835 SIMPSON "BET" ENOTEM 81MPSON "SET' NOTE64 y FRAME TO HiT6W(xB)i8d#iM'NML9 AND RI NB'e mm46W(x6)Y8dx2 t/T MARS NND 111 O MASONRY ATFLEPODEDw!SIMPSON"SET' 435 5080 SATSA.TAEPOMEDWSIMPSON'8ET (SEE NOTEIN BELOW NOTEJX BEID HTi4W(18) FRAMETO 1. 1G Irl'NMLS AND(1) MB' B H1,0.(18) 1Bdxx1M' MILS AND 111 O 90 MABorvRr ATAEPO)OEOw/81MPSONVS 3640 4235 ".J8.9A.T.R.EP0KM.I81MP80N SET SFF NOTE lb BELO WE NOTEf4 BEIA FRAME TOFRAME x1WWR411Poxl Tz cults 11VIIIi II/1 Z. FRAME TO lMBKTW(Oi14901lJ'SOS WOOD T9& 910 WGTI W(9)80 xi 1Y2'NAIL3 87511 C �� 0 TQ_A1,Ffj, MASONRY 9CREW4&(5)1Nk2V4'iAPCON3 780 7N RTIWAW�10tlx1tITNNL9& q JnP .•R�c �� (f)IH"x 13H'TAPCONS t `tt 16) OOWFMRAA5M0EJfl1, `E(2)W dIle'B AT`.dR' EPoOSWWOOD SCREW6 MASONRY(1)M-&A.T.R.OIEuON8 866T8806 ... E•aN.S LC •'. s 'di N w12"min EmseDjMM T864 0 FMMEID(2)VGTW(MiN'%3'SDSWOODSW5 0 "SET'WtTMIN. EMBDMEN617 o - •:.� VGTW (16)V4"xB`SDS X FTO HOWSp925 W(101,H'WY101020'99REWSd MUGT15tMlla&NI MB'0AT.0. 4 L3 �. LLI FRAME 08 4660 Ow/�)I0dNML6&HTF45W(18) 1WSCEWB(1)SM"BA.T.R, O FRAME TO (D HrTb W (E2)16Mx21/P NAILS & W HR46 W (62)18a42112" NAIM3 ry :' ,q'•• FME (1) WT A.T.R(SEE NOT EMI 43T8 SING &(t)BG"SAT.R(SEENOTEA4) 5005 S did J� ••• F �q ,C, .•"` Acucuu nnwaCpnv Wl"vP C ✓ .. " ,'1• 'Q 1. 10 2. ALL BSATOTRI165CONNE *NNSSMEMOVVIIMDDBYMI WNUFAGTUSM,UUN.00NPLAI NS u �ddddjJ `rya •1'M•' & O.C. MAY USE EITHER SIMPSON OR USPCONNECTDN9. SEE FMING RAH FOR CONNECTOR CNIOUT. W • BdYLa:�iZca F" 4. FOR SINGLE PLY TRUSSES. SCAB ON FULL HEIGHT SYP #12W TO TRUSS VERTICAL WEB W(2) ROWS OF 10d NAILS C W OZ. STAGGERED. A 1Y MN.A.T.R. EMBEDMENT W CMU WHO BEAM U.N.O. N S. SCAB TRUSS CHORD W4'-0'2x SYP W(MATCH CHORD LUMBER 6UT)W/(2)ROM 10d®4• FROM END& 4. 04. y� STAGGERED; CENTER AT 00HNECTOR LOCATION A3 O WON AS POSSELE. 6 P D n O MINMPl CONNECTOR UNOONFMMING RAN p '. 1. CONNECTIONFORALLROOF/FL001TRU9 TOMA4 WWALL9/UNTELWI WN.LSUWOO N 2. CONNE"MAT24.OR32.0.C.PMUO VERTICALSMRALLPLOO USMSPMALLELTOMA.SCNRY WALLS WE MAIL M121911 FM MORE INFORMATION E $ ✓e_to 3. CONNECTION FOR ALL HIP JACK(CORNER JAGIUTO MASONRY WALLBACFWAUJiUNTELS a $ 2e'I 00 4. LONNECTON FOR ALLCONANUWSFUMBOAFD TU TOP OF MA90NRYAT 82.O.0 MAX W(2)AT FACX W $ rl COq %C TOYERIFYLO TIONDOESNMT FLICFWTJIOFA CABLE)LAYOMF O g C a �N co S. CONFECT ALL FLOCRTRUSSES TO INTEPoIX, BEARING WOOD WALUDEAM8 w/(2)12d TONA1LS O MINMALDBNFECTORUNOONFRAMINO PLAN yg Vpf?,TRjm LLJ. LL ��YxCONNECAOJ FOR JACKTRU66 TO W000 WAILR OBEAM \41 MINMI MALCONfECTORUNOONFRANOPLAN NDAJR BEAMS 6 F� I( v�q W a =,ALL aWN I;B z`fl y Z zto m�F` m m o Y 3 W W my 4P", m O S� U111 Z�<v c gj Q d 8a ,. W M r NAW2.FOBENG4OM ❑ ❑ ❑ v ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING ANDpIIINI FOR ROOF INFORMATION SW 10WELIANC Z N M M Q g Z $ Z a c ¢ � a Y Z a Q� N !i DO w V) c_ m o In m UN E M W � o�ppp V • -Umo� " C d vim, o Qi,� ¢ mono DAMS H MIB;IS 9 t 'g FLORIDA CONTRACTORS UCENSE NO CRC1330146 d 3000 GULFBREEZE PARKWAY GULFBREEZEB FLORIDA 32563 a DIVISION LOCATION: FE z PORT ST. LUCIE Ift VI Job Information: ST. LUCIE�+COUNTY BOCC o � r�/ Lf. w p 1'4" ROOFLO � a 7 Z d r1 O.H. TYP. FILE COPE , , t ■> 0) 63 7 m w w w 3 ci a�i _ C.M.U. OR ICF WALL SEE TYP. P - METAL DRIP EDGE + 2 x SUB -FASCIA b N L O J I"IJ m 01 M d a WALL SECTION ALUM FASCIA o J M U) (n o0 LL 2x4 P.T. FASTEN TO I� VI Model Name / Number: C"M.U. W/ 11/2" LONG T-NAILS O 2'-0" O.C. 226 5 SECURE I4HANNEL a CP 12" O.C. ♦ I Plan Issue Date: T d A l 14 2020 N CONTINUOUS VINYL ues By, pTl 0 ♦ KA PROJECT NUMBER: P © G.C. SHALLVERIFY SOFFIT MATERIAL Q#ACITY TO RESIST THE DESIGN PRESSURES 20-2609 SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE �, � Sheet: /E► Of: TYPICAL SOFFIT SUPPORT DETAI LT 3/4"=1'A" wh/ ROOF PLAN A V ■ LINTEL BEAM: y I. 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 3D00 P.S.I. GROUT ONE #5 9 LOCATIONS SHOWN ON THE FOUNDATION CONIC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLANUTOP-OF MIN. LAP 25" (ACI 530) FOR MORE INFO SLAB MS021 TYPICAL SHEAR WALL SECTION SEE PLAN FOR TOP OF WALL AND LINTEL INFO. (PRECAST LINTEL -SEE LINTEL SHEETFOR SIZE OF LINTEL) PRECAST LINTEL- REG. OR RECESS , TRANSOM OPENING ,I•� •FRAME INFlLL AROUND WINDOW BY BUILDER SEE •y' j WFOS FOR MORE INFO •, (2) 2X8 WOOD HEADER TURNED SIDE WAY ATTACHED THE FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 RANGER ® EA. END. USING (6) 3/16' DIA, X 13/4" TAPCONS INTO MASONRY & (4)10d X 11/2" NAILS INTO HEADER, THEN APPLY THE 2ND PLY TO THE 1ST PLY W/SOd STAGGERED 0 0' O.C. OPENING AI I MS071 LINTELS AT ENTRY DOOR w/ TRANSOM SIMPSON SPPS TOP AND DDT. W/ 12 ISO NAILS l2 EACH STUD 2%4SPF AT I IV O.C. TYP. TIE BEAM W/3000 P.S.I. Ii GONG. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6) - SOd X 11/2 USP LSTA30 SP6 OR SPS FOR 2x8 AND 2X8 WALLS W/ 72/LOd NAILS IL A i..a. _ m sl" 4 0 DOUBLE2x TOP PLATE SEE PLAN FOR HEADER TRANSOM •� � REFERENCE DETAIL I I. STANDARD HOOKS SEE / MSOB FOR MORE INFO WRo2 IF RADIUS I11 / OPENING REQUIRED ill TYP. FILLED CELL W/3000 I I I I P.S.I. CONIC. TRANSOM OPENING I I I W/1 #6 REBAR VERi. ARCHED OR FLAT I I I � INTERIOR BEARING WALL 5PFAT I 2-2x4 SPF III INTERIOR SHEARWALL C. ' / SILL PLATE I I I EXTERIOR FRAME WALL \16X -{I!/ — — e" c.M.u. 2XB P.T. W/ WX3' I TAPCONS 0 6" O.C. 2"x 42 SYP/SPF P.T. W/ IN MASONRY OR 10d (3)1/2" X 8" "J" BOLTS OR NAILS ® 6" O.C. IN ' EXPANSION WOOD. PRt AST RECESS ANCHORS OR (e) TAPCONSOR I (8) 2 7/B" HILT] TIX-DNI NAILS SIMPSON $P7 W/ 8}10d NAILS 0 BOT _, 2x all PLATE SEE AND USP SPT24 W/ PLAN FOR MORE INFO 12-SOd NAILS @SILL DOOR OPENING MS03r� FRAME (EXT/BRG/SHEAR) WALL TO nnACnKtDV nnnlnlCnTln Nl nCTAII N.T.S. WFO8 LINTELS AT ENTRY DOOR w/TRANSOM #5111 20" MIN. LAP BAR N #3 OR#4 REINFORCING BAR *a & #4 1 AP SPI. ICE „ 25" MI . LAP #5 STD. 90° HOOK #5 RDNFORCING BAR #5 1 AP CPI ICE SCALER"-Q'9" ' MIN. LAP 0 REINFORCING BAR GRADE 40 U.N,O. #5 1 AP GPI ICE MSO5 REBAR SPLICE DETAIL - GRADE 40 N.T.S. ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING If ROWS 2 x 4 1./4" X 284" 12" O.C. 1 2 x 6 1/4" X 24A" 12" O.C. 2 2 x 8 1/4" X 2§A„ 12' O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST N :LINTEL I a P.T. SUCKS i � � BACKK S W/ , BETWEEN 1 , I FASTEN PT2 NAILER TO MASONRY I# IF DOUBLE 2X NAILER IS USED. USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. 2-2X4 SPF TOP PLATE — F.C. FAH SIDE SEE PLAN N,LS. SIMPSON LSTA30 w/11-10d TO PLATE & 11-10d TO COLUMN SIMPSON A34 W/ (8)-8d X 11/2 NAILS 0 TOP & BOTTOM OF HEADER 4x4 MIN. OR BUILT-UP COLUMN FA 2X4 NAILED w/10d 0E'O.C. SIMPSON MSTAM36 MAY BE USED W/ (a)114-XZ I/4" TITENS & lo-1od NAILS. P.T. SILL PLATE W/ WXV ANCHOR BOLT 32" O.C. 0 BASE PLATE DOUBLE 2X4 W/ USP MP34 0 TOP & BOTTOM SIMPSON A34 W/ (8) Ed X 11/2 NAILS OPTIONAL FRAMING TO BE ZX4 SPF UNLESS OTHERWISE NOTED. N.T.S. 0 0 0 15 R AR AT TOP MIN. m RELb ct Ap •r Y i ir•" om= T RCaAR eDmd• v4 � ar t+na cAvnr sonata! Rsmroxmr; ,,are^ACTW. PRovm®ml ;.lm¢ NAPRaI a• NOI'Y1AL YA�TP TYPE DE6IGNATI0N ..!ru® Iuru oRair, u. WFIUI:P r lxIdNTTI' Or 9 RaaAR AT CpTTQi OF INTG. GAVITr FIC-IH/IT J �nhaxr vo7maL ucPTh. OFs NorcINa1 rE Gi T ��111 AEB a AT TOF MATERIALS 1. f'c precast Ilntals=3500 Pal. 2. f'c prestressed llMe19=6000 pet. S. fc grout= 3000 PSI W/ maximum 3/8" aggregate, 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength =1900 psi. 5. Reber provided in precast lintel per ASTM A615 GREG, 6. Field rebar per ASTM A615 GR40 or GR60. Prestressing strand per ASTM A416 grade 270 low relazatlon. 7. 7/32 wire Per ASTM A510. S. Mortar par ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shors filled lintels ae required. 3. Installation of Mantel moat comply with the architectural atd/Or structural drevnngs. 4. Llntals are manufactured with 5-1/2" long notoms at the ends to accommodate ventral cell reinforcing and grouting. 5. All Ilhtels meet Or exceed L/360 veNcal deflection• except lintels 17'-4' and longer with a nominal height of 8' meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32' diameter who stirups are welded to the bottom steel for mechanical anchorage. 8. CesMn-place concrete may be prm ded In composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10.1-Irnel min. depths are called out on lintel plan. Ifcontractor Installs a deepor lintel than Indicated on the plan, doing this Increases the strength of the amel and is approved without enorreenrhg letter. ira Smaller lintel i5 installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4' bearing. Exception: Safe loads for unfilled I Intela must be reduced by 20% If beading length Is leas than S-1/2". Safe loads tar all recessed lintels based on 8" nominal bmnng. 2. N.R. = Not Rated. 3. Safe bads are total superimposed allowable load on the section specified. 4. Safe loads based on Brads 40 or grade 60 field mbar. S. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. Orre #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may OVeluate concentrated bade from the safe load tables by calculating the maximum resisting moment and shear at "Way from the face of support. S. For composite lintel heights not shaven, 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/ 3000FSI CONIC. BE FLUSH eGROUT AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED LGAvO REINFORCEMENTE ■SHALL HURRICANE R R G SO' 311). 90 HOOK ANCHORS G� if HOOK (TYP.)+' iM1f�f1.�1 �• ...� y VI � Q REBAR ON BOTH SIDES BID. 90 DEGREE y OF OPENING U.N.O. ANGLE 3000 P.&I.. CONIC. W/1 45 DI REBAR PROVIDE KNOCK -OUT . BLOCK FOR FIRST •°- COMPLETE CMU COURSE ' BELOW SILL& FILLSOUD ". W/ (1) #S BAR FOR ALL " WINDOW OPENINGS 6'-6" Aid) LARGE a"XS"X15" QMU U.N.O. jj SEE MIUNDATION PLAN SEE FOUNDATION FOR PLAN YEICATIONS MS01 I BLOCK WALL REINFORCEMENT N.TS. / �,j ND aTggh to ^ f N ♦ r, �r yv ♦♦♦tf6� y r "s5V4�3 7 2 = p pew , 8m� 1 qqF' 6 O. wa g m J IS ZEl LL ia"" ¢ i a mg..ma Z a ¢ O Sa 16 W V J 9` ❑❑❑ r � a WWW.FDBEN6.COM (U M Z M Z Q 0 a /� a EL C ■ 1 zLin Y Q h TO W c m (A:D � im U L N E '.I. W Op Z ® ¢ ram no FLORIDA CONTRACTORS LICENSE NO. CRC1330146 v 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 T5 DIVISION LOCATION: PORT ST. LUCIE v V Job Information: 'o N a o r I M a 0 O LL TYP. BOND BEAM Y �' 7 8' x 9' X 15" K.O. LINTEL BLOCK $ ` C .++ Lf) FILL W/3°O0 P.S.I. '@ W i �. lit CONC. W/1 #5 DIA. REBAR r E \ (Y) ++ Y o/ m IN 3 InINDICATES FILLED CELL FROM FRG. TO o Z ' U 0I Y U �0 (A 0" BEAM 1 #5 BAR MIN. N. m O J w � 02 O N JmUiv) GD jMQdel Name / Number: 2265 plan Issue Date: TYP. DOWEL25' MIN. LAP (ACI 530) Tuesday, April 14, 2020 g KA PROJECT NUMBER: v 20-2609 Y � Sheet: S o N LINTEL PLAN U J��J 2x6 #2 SYP P.T. ° SIMPSON HETA 16 W/ (2) Y?x5" EACH END SEE FLOOR PLAN WEDGE ANCHOR FOR BEAM SPEC. 0 c OVERHEAD SECTIONAL a�"T DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT ter'•', a W/WASHER. MIN. 6PER „ 1; TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o o "J" BOLTS WASHERS SET IN ° o FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. ~ L SECTIONAL ® OVERHEAD y DOOR CONT. P.T. #2 Q 0 WOOD SYP 2" X 6" ?`° ;. TRIM ss 0 0 , 11IAI 2'x6 P.T. WOOD JAMB r m; `v m �°°° PO ^��r M1' E e GEN8�-• . u „ S DOOR AND CONNECTION PER ° ;; ;', `' YNo ST g64 GARAGE DOOR MANUFACTURER GARAGE SLAB T° TYP. GARAGE DOOR TRACK MOUNTING DETAIL s o W c %obi NOTE: DETAIL CD22 / 8.2 MAY BE SUBSITUTED FOR THIS .F(DQ*''�.w`,:•�° DETAIL -UNLESS NOTED OTHERWISE e Yx{{%ticata'''1 8 MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.Ts. a v a 0 _ E = F a✓Ayr 14 .-, �j W 0 0 W w N 00 ik imp 0 Ill XD g60q L•�° �� W j mN �b (y� fA °lt°'p a BLOWN IN R-30 INSULATION PER FBC p99 Q AND ENERGY FORM SUBMITTED WITH ms "e3 Z a ya' Z BLOWN -IN R-30 INSULATION PERno FBC AND ENERGY FORM SUBMITTED PERMIT APPLICATION PROVIDE BAFFLES 12 AT EAVES (FOR VENTED ATTICS) FIBERGLASS SHINGLES OR Y € F S W w m git o O w a fi <. W m 00 m Z i 12 WITH PERMIT APPLICATION o g$a a.-w a a SEE PLAN PROVIDE BAFFLES AT EAVES SEE PLAN TILE ROOF (PER ELEVATION) OVER APPROVED UNDERLAYMENT g a°c g= e S q a = -+ o y x 8 e 2 o ( FOR VENTED ATTICS)RATED PER FBCR 905.1.1 OVER APA $ tb �,. o �^ ! •' ' M•�• W FIBERGLASS SHINGLES PRE ENGINEERED WOOD STRUCTURAL SHEATHING 3 o p $� vmw.rosenc.com ❑ ❑ ❑ IO TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES ' FASTENED TO TRUSSES PER ROOF $ d � CO M PER F8CR 905.1.1 OVER APA i NAILING SCHEDULE) Z N m PRE-ENG. WOOD RATED STRUCTURAL SHEATHING STRUCTURAL NOTES TRUSS ANCHOR (SEE PLAN) ' - SEE TRUSSES @ 24" O.C. ( FASTENED TO TRUSSES PER ROOF SEE PLAN FOR — - — - - BRG. W. $ Z ¢ a ' NAILING SCHEDULE) 112" DRYWALL— I aJ I r , " TRUSS ANCHOR SEE PLAN 1 i t I `� I I , TO BE INSTALLED ON OUTSIDE FELT PAPER TRUSS PLATE• • ETAL DRIP EDGE v �1/'1 • 3 a II u " ' " " " " " " FACE • 3/4" P.T. NAILER . • I � 2X SUBFASCIA (TYP) FRAM . E FOR BUILT-UP CORNERS min (3) 2x4 OR _ p (� [ )Q) SOFFIT. SEE ARCH. 1/2" DRYWALL ` ' METAL DRIP EDGE pLANS f 2 X 4 P.T. PLATE END F SUPPORTING BEAM. 0 1/Z" DRYWALL CONNECT ALL 2x STUD 2X SUBFASCIA CURTAIN NAILER 8 x 8 x 16 K.O. 1 x4 P.T. @ WINDOWS ^ �, LINTEL BLOCK 1 x 8 P.T. @ S G.D. " „ KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6 AND LATH WITH FINISH O.C. E � C! "' ° VI C m O.H. W/ (1) #5 DIA. REBAR & ,F = d TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH. PLANS H 3000 PSI CONCRETE " SEE ELEV. TYP.) ALL SIDES ( / i/'v \ 0 \ (TYP.) FRAME FOR COR- O a °p iO3 ' _ PRECAST LINTEL " ° \ NERS FOR NON LOAD w o 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE SCHEDULE N / n v a v \ BEARING SIDE$ NAILED /° ° °.v v °.� 0 000pp x q a w/ 16d NAILS @ 8" O.C. i° Tz m _ a m a� Q m OPTION: 15/32' OSS EXPOSURE 1 ON 1/2" x 8" J-BOLTS p f1EVIEYY E� F�1••1 REVIEWED m MAXIMUM OF (3) - 2X PLATES MAY BE 0'H' EXT WALL W/ ALL EDGES BLOCKED. SEE ELEV. SEE FOR NAIL ATTACHMENT. 1 CENTERED EA. ` (TYP.)4 COURSE HIGH A.F.F. � CODE COMPLIANCE 3 o �� HOMES ADDED BELOW THE HEADER W/ EACH r; SIDE W/2" WASHERS i GMU BASE FILLED W/ GONG - -- PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE@Z"O.CEDGESAND FIELD. d d (TYP.) w/(4)VERTICALRENFw/ ST. LUCIE COUNTY. NAILS AT 8" O.C. NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DUI. HOOKS INTO FTG & AT TOP - C FLORIDA CONTRACTORS LICENSE NO. CRC1330146 ALL BEDROOM WINDOWS. n REBAR W/ 3000 PSI " CONC. AM LOCATIONS OF COLUMN PLAN Al -Al BOCC w 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW w/ SCREEN " SHOWN ON FOUNDATION v GULFBREEZE, FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN u & FLOOR PLANS o. DIVISION LOCATION: LOCATION OF OPENINGS IN " 01 € EXTERIOR WOOD WALLS. IF NO r SIMPSON LSTA30 SEE FLOOR PLAN PORT ST. LUCIE OPENINGS ARE INDICATED, FULL w/11-10d TO BEAM FOR BEAM SPEC, Z Job Information: STUDS ARE REQUIRED). J & TO FRAME BELOW v ,8 NOTE: 44" MAX. SILL HGT. ON N ALL BEDROOM WINDOWS. r VINYL FRAMED WINDOW FILE C®Py s WINDOW STOOL A WJ SCREEN a >_ CEMENTITIOUS DECORATIVE PER SPECS H H PRECAST CONC SILL In FINISH 7/8" THICK PER ASTM C-926-98A " m PAPER BACKED FOIL R-4.1 u o O ZX SUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL MORE INFORMATION). SEE TB13 1/2" DRYWALL PER FBC AND ENERGY FORM EXTERIOR FINISH - SUBMITTED WITH PERMIT ' s 1 ON SHEET 6 FOR NAILING INFORMATION FOR ' (SEE ELEVATIONS) APPLICATION a 8 Z 0 4 R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 X 2 P.T FURRING FIG. DOWEL #5 DIA. REBAR 1 x 4 P.T. 17" IN CONCRETE • 25" a m 4 YO C) J2 Q) V _ M AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN WITH PERMIT APPLICATION BASE NAILER EXTEND (ACT 530) ABOVE SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 CORNER MIN 2X4 E > *m' 0) HD) w/2" WASHER AT 32" C.C. WOOD BASE w/10-10d TO COLUMN Al ' AlBUILT-UP (3) m a 3 WOOD BASE MIN, 6" FROM END - SEE W507 ON FOUNDATION PLAN OR 4x4 POST w/ 2x4 UNDER POST ' m • ' Cj `m FOR TERMITE SHIELD SEE FOUNDATION PLAN , SEE FOUNDATION PLAN FOR '', EACH END OF BEAM ' v o° p n- � FOR SLAB INFORMATION TOP OF SLAB SLAB INFORMATION _ TOP OF SLAB NOTE: 2 X 4 P.T. PLATE ' o O J LUJ o 00 LL * BOTTOM STRAPS MUST BE s 00 — _ " �- � * INSTALLED ON INSIDE OF w a Model Name / Number: Iffr GRADE' GRADE COLUMN. DO NOT BEND v 9r'-o 'vr r •, ( b STRAPS UNDER PLATE. v .g ° 2265 CLEAN - PLACE STRAPS IN FILL v Cq;.° '' Y COMPACTED o ,SEE PLAN FOR a RE -BAR QUANTITIES CELLS w/#5 REBAR '7 (TYP.)4 COURSE HIGH CMU BASE Plan Issue Date: FILL 1 _... �'• ,• -. c� rri '� FILLED w/ CONC - SEE PLAN FOR ^' • SIZE. TOP OF COLUMN BASE - Tuesday, April 14, 2020 KA PROJECT NUMBER: SEE FOUNDATION PLAN 16" SEE PLAN FOUNDATION 2'-0" AFF FOR FTG REQUIREMENTS/ PLEAS m v 20-2609 Y NOTE: DETAIL CD21 / S 2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE Sheet: Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-0" WS01 TYPICAL WALL SECTION - 81, CMU 3/a°=r-o" CD22 ENTRY CMU COLUMN BASE W/ FRAME ABOVE N.T.S. 101 Q TYPICAL FRAMING DETAILS WHEN REQ'D RECESSED -. - PRE -CAST LINTEL -� 8" D BLOCKTIEBEAM� W/(1)45 REPAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ ' STRUCTURAL -- - TOP TO ALLOW CONT. 2x4 BLKNG ( SHEATHING AROUND CURVE. MIN. 2 TITEN CLIP EACH TRUSS ANCHORS TO 2x8 ' (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE —LINTEL • (SEE PLAN) EXTERIOR SHEATHING 7/16" O.S.B. �.- 2x8 i;; - W/ (3) 12d PER EA. SIDE TOENAILS EACH END SCHEDULE TB1301�ING SHEET 6 STUD ANCHORING: 2X BLK'G. 7/18" OSB W/ 6d R-191NSULATION AT EXTERIOR STUD TO TOP PLATE: SIMPSON SP4 a o '0 TO O.S.B. NAILS @ 16" O.C. WOOD FRAME WALL PER FBC v W/ 2 - 8d TO SIDE & TOP NAILER AND ENERGY FORM SUBMITTED EA. END WITH PERMIT APPLICATION 2X4SPF (WHEN EXTERIOR WALL IS ; AT 16" O.C. ° EDGE VIEW 2x4 SPF CONTINUOUS EXPOSED TO INTERIOR SPACE) BLOCKING ATTACHED 2 X 4 P.T. m TO 7/16" OSB W/ (2) 8d STUD TO BOT PLATE: € NAILS. SEE DETAIL ABOVE SIMPSON SP4 v 2x BUCKS SEE MS11 LINTEL .' 1/2" X 8" !2 FOR MORE INFO; NOTE: HOLD FRAMING 1,/2• ANCHOR BOLT o BACK FROM FACE OF BLOCK @ 32" O.C. FOR SHEATINO TO BE FLUSHT11 WINDOW OR DOOR OPN'G WITH BLOCK FACE 8" CMU WALL g WF01 I DETAIL @ ARCH WINDOW FRAMING I N.T.S. I V FJ a m m w 1" Ph° 14e (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) Row OF STAGGERED 106 ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.145", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D . 0-162", L- 34/211) OR EQUAL (D = 0.162", L= 31/2") OR EQUAL NOTF 1UCEW NAILS ARE DRIVEN FROM 3) FOR 4PLY, PROVIDE 1/4"DIA. x 51/2' LAG OPPOSITE SIDES OFTHE COLUMN, SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICMNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FlLL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. MS18 I RETROFIT WALL OVERHANG DETAIL I N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL QIF ONLY (1) KING 7/16" O.S.B. (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLKNG. TO OPENING G.C. TO O.S.B. W INSTALL (3) TITEN HD. W/ 2 - 8d EA. END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW CONNECTOR REQUIRED (3) 16d �SP4 AT COMMON 24" O.C. NAILS(TYP)� CMU- SEE PLAN FOR WILL HGT. M M M %%. .... LOCATION �j��, , P %� /op /% 0.9 0,0 O d • • • . ti ' • 1 • • • • ;,III h 4 ... �L , !2x4 SPF CONTINUOUS• ! ©ATTACHED TO • • :. NAILS. SEE DETAIL ABOVE ELEVATIONSEE •• •• • SQUARE• BOX HEADER—J EACH N CMU WF39 I TRANSOM DETAIL AT ENTRY i/2"=1'-0" PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. UBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) 48^ M2/V 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NARLS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 112" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE W/ MORE THAN 50%OF TOP 2 ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. MAN TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PLATE TOP PLATE W SO 2 1 2" x 0.131 NAILS * NOT MOT WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL WF21 I KNEEWALL @ ENTRY FRONT WALL 3/4"=1'-( OP SPLICE DOUBLE 2x8 TOP PLATE w/ 2 ROWS OF I NAILS @ 3" O.C. WOOD BEAM SEE PLAN FOR SIZE SIMPSON HUC410 OR (2) HUC210 1 ' TO BUILT-UP COLUMN A SUPPORT COLUMN BUILT-UP MIN. ' (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY ' ' ^ (SHOWN AS 4 x 4) (2) SIMPSON HETA20's W/(12)-36d EA. TO COL. ALT: (2) MSTAM36 STRAPS BOTTOM SPLICE TYPICAL BLOCK ,� CENTERED W/ (13)-IOd NAILS OVER STUD WALL i.. h Ea TO COL. TIE BEAM WF17 I TOP PLATE SPLICE DETAIL 3/4"=1'-C * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADERANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 1 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END JEA END EA END EA END LESS THAN 4' (1) (2) (1 (2 >4' BUT <9' (2) (3) (2) (2) la'-0" - 16' 3 4 3 4 2X CRIPPLES @ 16" O.C. SEE SCHEDULE W/ SIMPSON SP2 TYP. �" TOP AND BOTTOM 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH * WHEN STUD LENGTH FACE OR 3-ROWS 15 LESS THAN 12" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH @ 12" 0/C FOR 2 x 10 STUD WRAPPED OVER OR GREATER HEADER TOP PLATE & NAILED I TO HEADER EACH SIDE ( FILL ALL HOLES IN DOUBLE 2 x #2 STRAP S.Y.P. HEADER W/ 1/2" FLITCH PLATE lad NAILS @ HEADER. (U.N.O.) 8" O/C TYP. FILLING AND BLOCKING AS DOUBLE 2 x 4 REQUIRED FASTENED TO CRIPPLE STUD HEADER W/(2) ROWS TYPICAL (UA.0) OF 12d @ 16" 0/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON HT74 W/ (16) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 81/2" AT GARAGE 'VrNC, STEP DOWN C• * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING P.T. BOT. PLATE WALLS WITHOUT UPLIFT WF09 I WALL HEADER DETAIL N.T.S. CD04 BEAM @ RAISED ENTRY MASONRY WALL �`� QI• •NS�' el s J S37S6A :C o 7T f S ® n, 1E - 000 ^WWW.FDSEAG.COM m o z10 Z ¢N < J 0 a — y za Ln Wcn � y 2 � W p O � m fLn M =M U TCAE v c toaa ¢rnom i 440 i' nARAd= LJO%&wcc FLORIDA CONTRACTORS LICENSE NO. CRC13a0148 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: 1..1� O z Q)a W 1 � Y N � � z m N 3 QJLLJ� m o J m '^ v' ,^ 00 u_ VI d Moel Name / Number: 2265 Plan Issue Date: Tuesday, April 14, 2020 KA PROJECT NUMBER: 20-2609 Sheet: S w Of. TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN OR EQUAL TO 45° ` I MINIMUM 2"x4" ' CROSS BRACING (SEE PLAN FOR LOCATION) ` A' BLOCKING 1 J I I I- N (3) 12d , Q a PER JOINT ' I _ CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS CONTINUOUS BOTTOM CHORD BRACING 2"X4" MIN. FOR NAILING _X-BRACING - 2x4 SPF OR SYP c w/ (3) 12d @ EACH TRUSS WEB —"�, m E m 3 T11301 TYPICAL CROSS BRACING DETAIL N'T's TB02 TYPICAL CROSS BRACING DETAIL N.r.s. d PROVIDE 2X4 MIN. BLOCKING AT fill♦♦♦♦ TT��'fs, CENTER LINE OF HIP/RIDGE, TYP. ��p �♦ BETWEEN TRUSSES W/ (2) 12D m ♦ /j S FS °+,, NAILS EACH END TO TRUSS TOP ;G E N �: •; CHORD m :♦�\�e D g7864 { A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED OVERLAP TRUSS BRACING ST O WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP 8 •'. }� '., s>�C� A _ TRUCTURAL PACE \C G.T. SHEATHING 6 s f B�`rv. l 4�' R7 ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD tle ted3.:• N TO PREVENT SHEATHING ACK -"" OF HIPPED TRUSS W/ F- SPAN FROM EXCEEDING TRUSSE HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'O) m ROOF 12) 12D NAILS MINIMUM (3) 12d SHEATHING AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SEE SYP TRUSS BRACING *SPACED AT 10'-0" MAX E PLAN `° 13 g w g W N w 00 2X4 BLOCKING BETWEEN TRUSSES HIP TRUSS t6 8 0\'.'M.zj �y SFQT_ k-A gLLgg m U4 Lj w 194�5 a ? o TB03 HIP RIDGE BLOCKING DETAIL N.T.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP)N.r.s. z 2 g€g pL12 00 o Or F� ❑ 1111 y NwW.PJSENG.COM m LD CD C!2TRUSS Z p� NOTES: � Y c Z a iJj Z 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO AN � : (TRUSS PLATE INSTITUTEI NOTE THAT THE COMBINED WIN D AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, ANDSI/TPI-2014 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 �' C mil/ a -2TO Z 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT �ay VT U Q CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL O Cu 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 h N LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. E 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 342d NAILS AT EACH TRUSS INTERSECTION. U 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. E N — w a 0 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. {rl o SEE TYP. TRUSS BLOCWNG DETAILS L%T nmpM cN SHEATHING - U NI N w 02 V co 4+ j X 3 TO 4 TRU55 X4 AS SHOWN jp fA, = TRUSS SPACES ALTERNATE U L0 V �.QM DIRECTION = Q � o Oq 1Y PUS N A DAMS HOMES VERTICAL SCAB 2X6 *2 SPnO.C. W/ (4) 12tl TOP &BOTTOM SEE TRUSS (2)1 NAILS a' ~JN;, :REQUIRED 'OR HCLR/LL IN PLACE OF (SECjION TO E TRU55-.; ®RAFTERS GRE B_B FLORIDA CONTRACTORS LICENSE NO. CRC133O146 3000 GULFBREEZE PARKWAY SEE PLAN OUBLE TOP DOUBLE PLATE TOP PLATE SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS N GULFBREEZE FLORIDA 32563 PRE{NG. TRUSS SECTION B-B VARIES ROOF* REVIEWED FOR DIVISION LOCATION: 2zSND WALL w/ € SLOPE .\ :%+DDE SEE PLAN COMPLIANCE PORT ST. LUCIE CONY. FRAMED RIDGE MAY BE NAILED MIN, \ / \ \ / ST• LUClE C®UN� Z N � w/ VERTICAL SCAB 2X6 A2 2X4 SPF BLOCKING \ Job Intorrnati0n: (4)12d WHEN F LANDS SPF 48" a c W/ (4)12d NEXT TO PREENG. TRUSS \ BETWEEN TRUSSES / \ BOCC N y$ BU(i NG. NAI LEO Q9 EACH TOP &BOTTOM OR H5 OR \ @ 48" O.C. MAX. / / SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12tl B REQUIRED w/ (2) A4TS12'S REQUIRED 0 RAFTERS GREATER \ THAN 8'-0' \ 2x4 SPF BRACE / \ \ / \ @ 48" O.C. - NAIL w/(4)12d o COLLAR TIE ER�YcR rd \ AT EACH END \ M SHEATHIN 'iFji• R \ ALTERNATE DIRECTION \\0 m 2X4 BLOCKING BETWEEN CB BEVEL CUTS \ IL TRUSSES W/ (2) 12tl NAILS (OPTIONAL) CD EACH END, CONT. EACH BAY FILE COPY ,r a B Ta 2X4 SPF W/ (2) #7X3-1/2" / / TRUSSES $ ( c .,, LE) ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN _ YO U 0) BLOCKING I OR H5 @ 48" O.C. / /mUj ` ct PREfNG. TRUSS / / ��Y M CONT. ROOF SHEATHING AT TRUSS TOP STRUCTU RAL SHEATHING \ \ / / o U1 > y M (V ' CHORD AT ALL HAND FRAMED AREAS TYP. \ \ / / � U � SEE PLAN FOR CONNECTION SIMPSON A34 OR e 2X4 P.T. BLOCKING BETWEEN (USP MP4) @ _3 LV M o O TRUSSES W/ (2)-12d NAILS @ DIAGONAL WOOD 2X8 N2 SYP RIDGE BEAM AT8-0" 2•-0" ON CENTER \ \ / / 0 M 00 U- EACH END TRUSS MAX �(. 2x6 RAFTERS @ 2'-O'O.C. \ /\ / 2X4 SPF BLOCKING ni ---I W `A � � '+ Model Name / Number: MAX. W/ (3)120 COMMON Y V BETWEEN TRUSSES @ 24" O.C. MAX.w/ WALL BELOW TOENAILS ro RIDGE BEAM \ / \ (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN CONC. MASONRY 4 FT @ 2'-0" O.C. MAX W / (3) 1OD / , ,\ (3)12d EA. END (TYP.) SEE PLAN 2265 COMMON TOE NAILS TO RIDGE BEAM STEEL OR WOOD CH vi VI Plan issue Date: & CHORD ORD BEARING SUPPORT T & B TYP. WOOD TRUSS BLOCKING A A ALTERNATE BLOCKING 1/2" SPACE Tuesday, April 14, 2020 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING '0 KA PROJECT NUMBER; INFORMATION 20-2609 2x4 S.Y.P. Y, Sheet: 4 — Of: @ 16" O.C. ti o N TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. ROOF FRAMING T 12 AND BRACING DETAILS \\\\\\\\\\\\\\\\ THERMA-TRU INSTALLATION \\\\\\ KEY DIFFERENCES CHECK LIST d a R Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record Concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT, AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN, THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS, r� SPA EVE 6" 6" 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITES IN 3PA EVE 6" SINGLE DOOR W SIDELITE 'ACE TEN LY I SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. }-TOP OF SLAB Oil Z 1 ^II -li I IN, TIN, II ° 1 f Ir - it I 16" MIN. DIAMETER g ! I CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. F5 SPACE EVENLY N 8' W W 8" 8" e_..._............. .. - - - ........ 01� SEALANT NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING • NAILS. 3/e" MIN HEADS. 6 PER SHINGLE. Rake ' Metal EDDdge $eve 7" piecesW use In Sth term ------------ SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY VERTICAL WALL AT ENTRY TEXTURED, PAINTED ETTER. WALL FINISH 6" X 6- H GALV. FL49HING CONT— PLASTER STOR ROOF SHINGLES Y �Fse,A AGA Go`p5e 3c6 ED,e qnf \ L'' ASPHALT BASED SEALANT APPLIED aEHIND FLASHING AND EXTENDING A MINIMUM GF 6- ABOVE VEFEl RISE OF FLASHING AT KNEEWALL v / � FLASHING DETAILS �/ 6" HORIZ. NOTE: THIS DETAIL IS REQUIRED F sHINc AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET Z KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW \ AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTAC H M ENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS " 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY \ JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION I'll i 1/2" MIN. EMBEDMENT 2X WOOD FRAME BY OTHERS 00 WOOD6CREW SHEATHING BY OTHERS CAULK BETWEEN FIN &SHEATHING 3/4" MIN, EXTERIOR FINISH DISTAP BY OTHERS PERIMETER R 1/40 MAX. SHIM SPACE BY OTHERS O.A. WINDOW HEIGHT rA EXTERIOR,. INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S Ewe R905.2.85 DRIP EDGE. PHOVIUE UHIP EDGE AT EAVES AND GAGLES OF SHINGLE ROOFS. OVERLAP TO BE A MINIMUM OF 3m (76vn). PAVE DRIP EDGES SHALL EMEND 9h BELOW SHEATHING AND EMEND BACK ON THE ROOF MPIMLM OF tin. Drill EDGE AT EAVES SHALL BE PERMITTED TO BE IN6TALLED ETHER OVFR OR INOER THE UNGFRI AYMENT. IF INSTALLED OVER THE ONDERLAYVENT, THERE SHALL BE A MINIMUM Ain WIDTH OF ROOF CEMENT INSTALLED OVti2 THE DRIP EDGE FLANGE. Cl EDGE SHALL BE MECHANICALLY FASTENN A MAXIMUM OF 12in ON CENT R. WHERE TFE Vast AS DETERMINED IN CGORVICE WRH SECTION R301.21.3 Sill) MPH U77 KM/HI OR GREATER OR THE MM ROOF HEIGHT EXCEEDS 33 FEET 130,058 arm, DRIP EDGES S11ALL BE MFY.HANIOALLY FASTFNFD A MAXIMUM OF 41NCHES ON CENTER Wall Framing: 025aure/Pine/Fir Or Better Silicone #10 xl-1/2" - Screw Minimum Peneoaaon i 3/8" Gleang Dead Cross Section V iew MIN. { 112- 6ilimne Eileipr Sheathing - I ft_G 6ar0 e s aIng 1Oi r eiryfiCN, e,e b, 1 e Map may pB peEO bdk for mspectmn, 0Ur please rO-s➢Ge F>E wrap 10 p o ea, deb eYs will suaves and user anlage unto ton t eciu, s -0 TPISe- Real Measure to be sure the opening is 3/8"to u2e larger than the wirtlow size bath VeNwRy and horizontally. • You may with to pre -drill ble initallaton hales in to fin at this time. Mier preyampold Minas M the moura r 5n a &W ale not Sap 2 Apply a generous bead of widens as the UacYstle tithe mountrg fin. Ilea enough shoores to suety Ail all voids between the fin and the wag sheathing. Step 3 Invest the window Into the opening from the artade. The widow a labeled "kslde" and "outside", butisland labels him been removed, the glazing bead should always be to the inside of the building. Step 4 irmall shims under the sill, id)a5tng them until the unit Is plumb In the opening. shims should be I stalked under the sill every 2 feet. The window should be basically centered in the opening with res more thanl/4'gapbetwmtheWndowandw9iftanAng. Sfedi Inaalla#Sox.1-uT screw P from the comer of the fin at each end of the lam, sit AM bah jambs. Step 6 Install the relmaining festEihers In S" Increments from the corner Suess to the irate of each frame member. Use on not th owe- tghten the screws and pull mum through the fin. Also, make, pare the screws go in straight aril do not cause the frame to bow. Wall haft" Should be a minimum of #2 SplpceJ%misTir. Fasteners should be$10 screws of sufficient lerstato achmme I-3f8" penetration ft the wag and me less than lR"sham eta of taming. Fast" guamNes needed in Each side of(rare to ethleva8" n Length of Frome Member 39" 39' 2d" > 34" 42° 59" 59" 96" >4" 93" 99" 98" Number MFemalem 2 3 4 9 9 7 9 9 19 11 13 23 Step 7 Remove excess Silcone, esquessare our from around the fin and Impact for holes a mol the silicone to Is any colds. Step B Udesoed, a some insulation an be applied to the interior gap between the window and wall framing. If appliel, tluvmusfbethe NON EXPANDING t7GE rUcV. Step 9 Since teem windows are typically used In mans witlf high moisture, Is, hatroc ms, h Is recommended tat the hberia gap between the window and wall framing also be staled with silicone and tooled m as not to Interfere with the i stalMton of wallboard, the a trim. Step 10 Once all construction is complete, remove the bubble wrap from the Inside and artaQe of the window, t necgsary, dean the WOW with a road detergent and warm water using a soh cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: I Building Permit: Product Design Manufacture Model # Attachment Approval # Pressures Method Roofing: DADE IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL7006A R-10 1st Choice COUNTY APP. g NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. < W/ 3/8" MIN PENETRATION THRU SHEATHING ! ROOFING VENTS- FlOrida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINVED RING SHANK ROOFING NAIL, i Products Inc. "Off -ride vent" FL21580.1 R-1 ROOFING UNDERLAYMENT: { 1st Choice WOODLAND TYPE II UNDERLAYMENTS-HVHZ UNDERLAY MENT SHALL BE APPLIED AND R15216 - R3 INDUSTRIES INC 1#30 ASPHALT -SATURATED 0 G I ATTACHED IN ACCORDANCE WITH 2nd Choice R905.1.1 Overhead Garage Doors: 73W6 3lTO gv- RF ,a`%% .`' 0 •' G i N g A, ii�' O 40 87864 k N o a * • LU o ST TE OF a I H 211 q � NN p NCO ¢ L5 E "it, W .-i m N do �NbE mE a�� n H2 O mmd E Q 3Q 11, a w t. _ � .rL- w all �p you 2 Z O �E�.mFMmg ti 2� ILLZ LL Y fL % 0 a °o y � r 9 m w, wWW.FD$FTa.COM ❑ ❑ ❑ lD 0 Z z M O m o Z Q LL N 17 N= J a LL —s z 11 (�j� j�!JI C9 a L�.(�I �t/1 4� Lid In •V) £ — O W to c 0 0 O m t/) � �LU0��(i• v m q#m Sao ro 1st Choice 1 +30.0/-30.0 CLOPAY 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "1" BOLTS FL15546.1 do c 4 v ° u ¢ rn ° m o 4 m 2nd Choice +30.0/-32.0 CLOPAY $3W6 FL15279.36 Swing Doors: yllitATDAMS HOMES 1st Choice +67.0/-67.0 THERMATRU-OORP. FIBERGLASS 0 GLAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 � FLORIDA CDNTRACTORS LICENSE N0. CRC1330146 2nd Choice +57.0/-67.0 THERMA TRU-CORP, FLUSH FL20461.19 FIBFRGI ASS DOOR 1 OUTSWING BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 4 1 0 v 3000 GULFBREEZE PARKWAY TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C, v THEREAFTER. (TYPICAL ALL 4 SIDES) GULFBREEZE, FLORIDA 32563 Siding: DIVISION LOCATION: 1st Choice +0/-146.3 The Tapco Group 7" Staggered NAILS 11/a INSTALLAITON EASTERNERS ARE GALVANIZED STEEL ROOFING LONG WITH 1/8" DIA. HANKS & 3/8' DIA. HEADS FL20403.17 PORT ST. LUCI E Shakes AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N.A. N.A. 2nd Che SHALL BE BEYOND WALL DRESSING n Windows. fC�pL ANCE SERIES SEE BUCK DETAILS PAGE) USE 3/16" TAPCON!FL76,76.1 1st Choice +40/{0 MI WINDOWS 3540 le Hung Ifin) (THIS FOR UNIT INSTALLATION ANCHOR WITH MIN. 11A" EMBED. TO ALL FACTORY DESIGNATIONS TH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS BUCK R9Sin 5 r 9 1�''"� U+40/-50 MIWINDOWSSingleHung 3540 SERIES 7676.8 R9 to9 (flange) OR NSTALLATION THROUGHIZx BUCK USE ft8 WOOD S�REW00D N M SERIES +50.0 -50.0 / MI WINDOWS Pict oe WlntlOw SUFFIENT LENGTH TO ACHIEVE 11'2" INCH MINIMUM EMBEDMENT FL18644.3 R3 m IN WOOD SUBSTRATE. a O E-- °- ®�� Mullions: 1st Choice Nr1926 MI WINDOWS Mullion Vertical FOR 3/16" ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 1 k FL 18504.1 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM o Horizontal FL 15804.2 O) EDGE DISTANCE '� w > to d d' @ N Fixed Glass: m z �o M N m a i U O 1st Choice +50.0/-50.0 US I IN BLOCK 625 FOR UNIT INSTALLATION USE 3/16' TAPCON ANCHOR WITH MIN. 1?4" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD FL18644.3 W3 2nd Choice W BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. Lo y 0 —Mi LOO J W U) 3rd Choice Soffit: Do Do V Model Name / Number: 0. v 2265 1st Choice +55.0/35.0 1 KAYCAN LTD 8" BEADED 1 112" NAILS 10" O.C. IN RECTIONSOEFIT LENGTH FL16503.4 R-3 Hurricane Panels: oVI Plan Issue Date: 1st Choice 46 PSF EXT/ HURRICANE STORM PANEL MFG. INC. 24" Ga. Galvanized DIRECT MOUNT. TOP ?/� -20 MALE PANELMATE W/ WINGNUTS AT 1216z" C 1 C. BOTTOM /4"-20 SIDEWALK FL16293.1 a Tuesday, April 14, 2020 p m V KA PROJECT NUMBER: 46 PSF INT. Steel Storm Panels BOLT W/ POWERS CALKIN I have reviewed the above components of cladding and have approved their 20-2609 use in the structure. (Architect or Engineer of record) , Sheet: Of. Name: Carl A. Brown Certification Number: FI. # 56126 S-5 Name: TODD M. BORN Certification Number: FI. # 82126 MATERIAL Name: Luis Pablo Torres Certification Number: FI. # 87864 3 REFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING `WEATHER i FRESISITIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. - EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 61N. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS ' UNDER DECKING JI(SEE DETAIL WP07) SELF -ADHERED FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 2 SELF -ADHERED FLASHING scale: NTS FLANGED WINDOW 1WP01 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -A'-' •'-- - FLASHI DO NOT. BOTTOM NAILING FLANGE EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY ter•.; SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK PROTECTOR SINGLE JOIST SELF -ADHERED FLASHING \HO.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING WINDOW UNIT 3/4"• 1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 314"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND 0R EQUAL WEATHER PROOFCAULKNG/ ,( V SECTION -A -� (SEE DETAIL WP02) SELF -ADHERED FLASHING SELF -ADHERED FLASHING NAILING FLANGE 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) IWP041 SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST O WP07 ERIOR IT. FIN. .DING PAPER PE n : 12.0 in cm: 30.5 cm) ELATH -DING PAPER F-ADHERED FLASHING IDOW UNIT 3 WPM SELF-ADHERI O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOWSILL RIM JOIST 2 WP02 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WPOI) VERTICALLY FROM BOTTOM OF THRESHOLD 2 WP05 t SELF -ADHERED FLASHING PATCH )HERED FLASHING FLASHING REQUIREMENTS I7,��i R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall Include flashing as described In Section R703.4. A water -resistive barrier Is described as a material behind an exterior wall covering that is Intended to resist liquid water that has penetrated behind the exterior ~ SLOPE covering from further Intruding into the exterior wall assembly. An exterior wall covering Is described as a material or -' 0.3 in: 12.0 in assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING barrier, insulation, or for aesthetics, Including but not limited to, veneers, siding, exterior insulation and finish systems, PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. SELF -ADHERED FLASHING R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTIR D226 EXTERIOR for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such LCEMT. 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 ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 man). Where joints occur, felt shall be lapped not less than 6Inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages In a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. i_�. - WIRE LATH R703.7.3 Water -resistive barriers shall be installed as required In Section R703.2 and, where applied over wood -based Detail Instructions sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed Independently such that each layer provides a separate Refer to the number marked as ® in each detail that corresponds to the continuous plane and any flashing (installed In accordance with Section R703A) intended to drain to the water -resistive BUILDING numbered items in the list of instructions below: barrier Is directed between the layers. PAPER 1. Install self -adhered flashing in order as shown by numbers Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to 2. Install flashing and weather resistive barrier to form water shedding laps or greater than that of 60-minute Grade D paper and Is separated from the stucco by an intervening, substantially O 3. Self -adhered flashing can be substituted for building paper nonwater-absorbing layer of designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle4whlon 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 or penetration of water to the building structural framingcomponents. Self -adhered membranes E/ P 0 3 scoring cuts used as flashing shall comply with AAMA 711. All exterior fenestration products sall be sealed at the juncture with the CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 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 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the .., .....�.., RUBBERIZED ASPHALT Minimum) surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: ADHESIVE 6. Fold as shown by Arrows FLASHING 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. tight to comer Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings SCORED 8. Mechanically fasten as necessary shall be Installed in accordance with one or more of the following: RELEASE PAPER 1.1 The fenestration manufaeturer's installation and flashing Instructions, or for applications not addressed in the (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where RELEASE PAPER EXPOGE flashinginstructions at details are not provided, AORESIVEAsSHOWN) door openings. Pan flashing shall be sealed or sloped Inssuch a manner nas to direct water to the surface d surface o the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall MECHANICALLY FASTEN AS incorporate flashing Or protection at the head and sides. NECESSARY IN CORNERS THROUGH 1-2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3. 10 accordance with ether approved methods. 1.4 In accedence with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or 2 FMA/AAMA/WDMA 400. 2. At the Intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both 5 sides under stucco copings. 4 3. Under and at the ends of masonry, wood or metal copings and &Ills. s 4. Continuously above all projecting wood trim. 7 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood frame construction. SELF -ADHERED FLASHING W P06 6. At wall and roof Intersections. INSIDE CORNER 7. At built-in gutters. 2 4 5 APPLYA LIQUID WITH THE HE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P 08 Fwpog INSTALLATION OF THE BUCKIRECEPTOR. WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. 3 WP11 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER O WP12 Cement Plaster in accordance with ASTMC926 over wood 2nd Floor - 'Cement Plaster over block 1st floor Note: The building paper and metal lath must be installed over the top of the weep screed. - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing 31 /7' Unperforated Flange 7/8" Weep Screed Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Block Slab 7/8" Cement Plaster in accordance with ASTMC926 FOR backed metal lathe in accordance with ASTMC1063 Building Paper 7/16'0.S.B. sheathing /\ sheathing Keep top edge of weep screed 2" below top of block Vulcum cauk bottom joint only Metal Flashing 3-1/2" Unperforated Flange 7/8" Weep Screed -1 /2" Cementitious Decorative Finish All inside and outside Corner will need to be miter cut and caulked all butt joints need to irn becaulked using Vulcum caulk for all VIEWED FOR .E COMPLIANC: ST. LUCIE COUNTN' BOCC 1/2" Cement Plaster Fr1LF. 2 1/2" Perforated Flange 1/2" Weep Screed OPTIONAL DETAIL �L WEEP SCREED DETAIL L SCALE: NOT TO SCALE Install bottom edge of weep screed 1" below finish floor �`�♦♦pVti 0e TOk Q may �\pE 8 c «`S a 64 �: No 7 F .0 gT PTA O Ocr• t OF\�� ®�41 yts°XYidC99rtb 0 s G 0 O CV e-I Q Q m O $" N li o � s o N D m r0 N 00 u � 00 > €cs'E.1, ON�rm LL ii o Esjv Ommmo m`$ f $"ARE 113 w -5�-Of�C�Cm5 a a z q3� G9 nb tJ Z Q y€ yg � Hal d i ii U J 0 pv 2 o go W r°-$❑ ❑ ❑ C4 Z (r`N � � J Z 1 Q z N CO N ° t w E wO ou5a w o 'yr_ c m�N'�lJii va roVA wONo y I = O ^ N U B0 o Q M om IIQm 0 DAMS HOMES FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O z c to W .2 °' °' m Y z m N 3 U • • v `m H U m OJWZD0LL Model Name / Number: im 2265 Plan Issue Date: h Tuesday, April 14, 2020 KA PROJECT NUMBER: x 20-2609 � Sheet: W P Of: a WATER PROOF DETAILS De_ 25 SH 16 PRECAST ABOVE '16" U LANAI w e,—o" cLG OWNER'S BEDROOM 5" bath duct -U" to roof cap I��. (2) 3050 SIT w/70 cfm fan 14x8 151755 2868 1wcd 18x18 r jr 1 d t, 5" bath duct to roof cap. w/70 cfm fan PRECAST ABOVE ©� " BAT 3450 SIT -_LC TEMP, 10x6 1 w( 40 BREAKF ST 10'-0" CLG , 45 1 Ox6 1 cd 25 SH BEDROOM 4 95 6" 1Ox6 1wcd 10x10 rag 6' 1 1 ra R/sH 18x18 rag 8, i y r i 15 8x4 1 we r 8x4 1we 5 'L 21010x10 rag 14x8 1wcd 5 bath duct 4" 4" FAMI Y ROOM S1 10 KITCHEN z o 6" BEDROOM G t0 roof Cap 10'-0' CLG EN "LG a � z� 0 1DTo 8._D., OLD w/70 cfm fan e . 1Ox6 1wcd 90 ® 80 1Ox6 1wcd 8» N S BATH 5 w " N 1O 6 1wcd T _ , `° 14" 6 8. ox10 rag Ox10 rag R A a4 8 fbrag g"t, � GARDEN TUB OxO 8° ��.. BEDROOM 2 DROP BOX TO e^-0" EI 100 8, 0" GLc 6' FOYER o o� 65 2 6° 1Ox6 1wcd v, a 10x6 lwcd 10-C" OLG-i 148 1wcd DINING DO ,) 45 - PRIMaR" A/C Loc 140 m m.. 10'- CLG a a . 4' 8x4 1wc AS PERMITTED BY LOC. ORDINANCE LIVING ROOM o o i UTILI, SX4 1wcd 10 Ir�VEP.TED HIP TO 10' Elo '� �8'-0' CLG 2-2 668 L R/SH (2) 12' SIDELIT 2868 TRANSOM ABV. - DBL. 26 SH - A/C SLAB. MET T'HLD .42X42 TRANS ABV ELEV ` BY BLDR MIN -SEES 4" dryer duct 2' FROM WALL BL 25 SH ENTRY to roof cap - ATTIC ACCESS ROOF TRS AIJV w/dryer vent box LOCATE IN FIELD 22" X 36" MIN NOTE TO -BUILDER: MUST PROVIDE UNRESTRICTED 41 bath duct 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grillssized in compliance 2 CAR GARAGE to roof cap with Florida Residential Building Code—M1602.4 8'-0" CLG balanced return air. w/70 cfm fan —light EXCEPTIONS 1-3 Rill AREA C� 1st FLOOR 22ni tJ. F L O O R p PLAN TOTAL LIVING (AC) GARAGE 2281 476 S.F. S.F. SCALE: 1/4" -. l'-O" COVERED ENTRY (BASE) 57 S.F. ELEVATION "A" & "B" COVERED PATIO/LANAI 186 S.F. TOTAL AREA UNDER ROOF 3000 S. F. Must have a minimum Clearance of 4 �nches around the air handler per the State Energy code. All duct has an r=6 insulation value. C/) m O U) LU/ LU LL 0 W 0 z REVIEWED FUk , LU CODE COMPLIAW (/) ST. LUCIE COUN , Q BOCC = N W O U Q S O 3: FILE COPY ® < \0 m N z O . }- � O m W > Z 0 Z Q W Q � ^� J I O � < /< 6.1_ m nn EL _j !n V / Rating