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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BATING 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 AND HORIZONTALLY jRrF 2017 FRG R703711 R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. R703.4 FLASHING. APPROVED 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. STRUCTURAL NOTES: INDEX OF DRAWINGS CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE CO ESS ST GTH AT 28 DAYS OF 2500 PSI SLABS 3000 PSI COLUMNS AND BEAMS) A SLUMP OF 5" STRUCTURAL DESIGN CRITERIA 1. ALL CONCRETE SHALL HAVE A MINIMUM MPR IVE REN ( ) ( I PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. S. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRECAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP S FLORIDA BUILDING CODE 6TH EDITION. (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34-43 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 31844) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 53 131 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. S. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE Oth. EDITION (2017) IS TO BE IMPLEMENTED, F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: MASONRY WALL CONST. (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 ( fm =1500 PSI)2. E "S", CONFORMING TO ASTM 3. COARSE GROUT SHASHALL BE LL CONFORM TO ASTM C476 WITH A7MAXIMUM AGGREGATE SIZE OF3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) LL/360 LL/180 LL/360 TL/240 TL/12O 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 LOFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM; PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR TRUSSES/ BEAMS ** FLOOR HOIST*** LL/360 LL/480 TL/240 TL/240 *TL MAX 2" UP TO 4OFT SPAN * *TL MAX 3/4" *** TL MAX 1/2" GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING $$$HALL BE ABOVE AND BELOW ALL WALL OPENINGS. 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 SHALLBE 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 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 LL TOP CHORD DL 20 7 20 7 20 15 20 25 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1 DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD LL* BOTTOM CHORD OIL 0 10 O SO 0 10 0 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 VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ�C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DDT SODIUM BORATE (SBX) DOES NOT. BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH IOR 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 WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. * ATTICS W/ NO STORAGE (NON -CONCURRENT) 10 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. 9. SEE PLAN NOTE FOR ADDITIONAL. ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: APPROVAL FROM FOR OR INDICATED ON PLAN ROOF DECK: PLYWOOD SHEATHING&GA-C GROUP EXTERIOR FLOOR APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING 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 10 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS o 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS Y S-3 DETAILS S-4 DETAILS N S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS Y M-1 HVAC a v 0 r w c c E T ro T 3 0 a c 8 a v n 0 T E U T0�r FS!, �•.QPF,.•�1A5 F o�qo F O'\ `'o,FFS I 4 W , TOP CHORD DI. (P F) PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL. PRESSURES 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. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: 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) WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL. SINGLE STORY HOME IS.15FT,AND FOR 2 STORY HOME IS 3OFT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® O W 27.6 (+) 27.6 10 t-) 29.9 O 37.0 (+) 26.5 (+) 26.5 20 (•) 28.8 O 34.4 �50 qZ04, 27.1 (•) 31.1 (+) 23.4 (+) 23.4 100 - (-) 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 1.87 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY WAN 4'-O" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. S. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH. OR GREATER AND IS CONSIDERED TO BE IN THE WINMOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS. REQUIRED FOR PERMITTING. Cp V, r LL LL �•g O g62, Q �LL�aw Lj 'gLL�g H 0��.�, Z $s a 2 ¢ o wai Nam YI�E.. � m m O M a5U S 'B a p V7 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT 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. AND PERMANENT BRACING AND/OR BRIDGING AS REQUIR D R ERE 1 N AND LIGHT STORAGE J-25 (PSF) v m �' $ 16 W wnm.Fosevc'cora LIBRARIES READING ROOMS 80 (PSF) L9 i° STACK ROOMS J. (PSF) Z 0)SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, $ oo S GUARD RAIL 0 HAND RAILS (d) 200 (PSF) CAD E FO 0 THE PERMANE STRUCTURE EACH SUBMITTAL SHALL BE SIGNED CT Ni 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 (Pi6 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) i STAIRS 40 (PSF) , UPLIFT CONNECTORS FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP: TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. Fi. MORE INFO. F FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: i 1. MISSED ".1"BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS. WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. R Is the Intent of Designer/Englneer listed In the titleblock of these ,I ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to ? 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG 45 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all 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/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, emissions,or misinterpretations I DURING BOND BEAM POUR. undetected and not reported to the Designer / Engineer prior to 3. FOR MORTAR JOINTS LESS THAN 1/40, PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. TO FOOTING). construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the 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 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) aA"x 2+A" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality i USE 2 MTSM16 FOR UPLIFTS LESS THAN 1720# . IF CORNER STRAP ISAssurance MASONRY AND 7 10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 L85a MA ( () ) (} RESPONSIBLE FOR ANY REASON WHATSOEVER, KA AND FOR HAS NO DUN OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE FOR THE INDOOR AIR UALITY OR THE EFFECTS THEREOF Q E MATERIALS ORE EQUIPMENT, FROM MOISTURE MOLD FUNGUS FIRE THEFT VANDALISM TRESPASS OR ANY OTHER TO PROTECT WITHOUT LIMITATION THE RESIDENCE CONSTRUCTION SITE, Q M , Managerimmediately. N b ck es w II be consi ere o a cha 1 considered aB� , S AND 1 ITE S ONE EACH SIDE OF TRUSS. MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4". x 1 1/2" SOS SCREW (5)1/4" x 2 /4 T N PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER for reimbursement by the Designer/Engineer without advanced , , t NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. notification and approval by the Designer/Engineer. Payments will be made In accordance to the terms of the agreement. MISSED, CONTACT THE FOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE SUMMARIES OFF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. I REVIEWED FOR 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 FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. -. CODE COMPLIANCE I c MASTER REVISIONS BOCC DATE DESCRIPTION K( rlvv DAMS HOMES Of Northwest Florida® FILE COPY 3000 GULFBREEME PARKWAYGU LFBREEZE, FLOMD 5« .. .-,;. N ^? Q y da a Z ry Lrl L9 m v ra w = w U -M w Juft 0 w 2 C LA =) M f� U - C4 E - � y ® Q N 6 F%AMC LfAM@C FLORIDA CONTRACTORS I UCENSENO.CRC13301 46 I3000 GULFBREEZE PARKWAY GULFBREEZEr FLORIDA 32563 PORT ST. LUCIE I IVI Job Information: 0 z 4 Lo 7 ww o m ~ m 0JLU= 00 t 12 J MU) (I) Model Name / Number: 2000 Plan Issue Date: Q Friday, September 25, 2020 vTj a KA PROJECT NUMBER: MOIDE'Lo 2000OCT 2 7 2020 9 20-6603 ST. Lucie County, Permi' Sheet: Of: R �m c COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS PMBER UPLIFT TOP BOTTOM MARK SPACING SPECIES S CAP.(pID BW3 1 16" (2)led TOENAILS (2)16d TOENAILS SPF NO UPLIFT BW2 SP2 W/ (8H10d SP7 W/ (6}10d SPF 402 16" STUD, (6)10d PLATE STUD. (4)1Od PLATE BW3 16" (2) SP2 W/ (6)10d (2) SP1 W/ (6)10d SPF $03 STUD 6 16d PLATE STUD 4 10d PLATE BW4 yg" (2) 18tl TOENAILS (2) l6d TOENPILS SYP NO UPUFi SP2 W/ (6),10d SP1 W/ (6),10d BW5 16" STUD 810d PLATE STUD 4 SOd PLATE SYP 439 BW6 (2) 6P2 W/ (e) lOd SP1 W/ (%10d SYP 878 18. STUD a 10d PLATE STUD 4)10d PLATE BW7 Ia. 12)16d TOENAILS (2)16d TOENAILS SPF NO UPLIFT SP2 W/ (6HSOd SP1 W/ (6),10d BW6 12' STUD, 46) lOd PLATE STUD, (4)10d PLATE SPF 535 BW9 (2) SP2 w/ (6)10d SPi w/ (6)-lOtl SPF 1070 12" STUD, (6) iGd PLATE STUD, (4)101 PLATE BW10 12" (2) led TOENAILS (2) led TOENAILS SYP O BW11 SP2 W/ (SYIOd SP1 W/ (6}10d SYP 685 12" STUD, lod PLATE ISTUD, 14)10d PLATE (2) SP2 W/ (6)10d SP1 W/ (6),lOd BW12 12" STUD, 16)10d PLATE STUD, (4)10tl PLATE 1170 BW13 NOT USED --DOUBLE 2z TOP PLATE TOP OF. W,4_ SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/93 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH -SEE MS03/51 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN VW09 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/.(2)12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS t PER PLAN / TALLER THEN 8'-0". SCHEDULE ABOVE F.F. SEE FOUNDATION .� - . ..:�•-°- PLAN FOR MORE 2x P.T. W/ 1/2" AS @ 32" O C W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN, 7' EMBEDMENT PAST STEP DOWN., REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32' O.C. - 7/16" OSB PLYWD W/ SAME EMBEDMENT W/8d NAILS AT 4'oc GENERAL NOTE#8 BRG. WALL DETAIL IN FIELD AND EDGE. SEE GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO 9E INSTALLED TO EACH STUD AS INDICATED 4. SPA, SPa AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE S. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFD6/83.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST R.WR CONNECTIONS. 1NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) E ALL AND REQUIRES MIN. 9. IF "$W"ISOS INDICATED THE S EH ARW W D.C. AT 4- WALL PLYWOODW// NAILSAT 4"O.C.11 FIELD AND EDGETOIII SIDE 7/16" d NAILS IN E 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE EXT ACT AS SHRING 91N PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE WALL WITH THE BW3, BW4, BW7, THESE WALLS ARE ONLY S. IF THE BEARING WALL SBW1OTUDS i0 THE LOAD AND TA NOT HAVE UPLIFT, THE STUDS ARE TOE SUPPORTING THE FLOOR LOAD NAILS) AN PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD DINED NAILS (GUN NAILS) AND WILL PLAT NOT REQUIRETHE BOLTATTACH IN THE BEARING WALL CHISCHEDULE. NGLETMEMINDICATED TH 9. SP3/SP2-0RIVE ONE NAIL AT AN ANGLE THROUGH THE STUDINTO THE PLATE TO ACHIEVE THE ENAIL TABLE LOAD. 10d- 0.148" DIA. x 3" LONG HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2)-2X6#2 SYP SEE GENERAL HEADER NOTE#5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) -.2XB #2 SYP W/ 11T FLITCH PLATE SEE GENERAL HEADER NOTE #5 THIS SHEET H3 (2)-2X10#2 SYP SEE GENERAL HEADER NOTE#5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) • 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2' FLITCH PLATE THIS SHEET (3)-13/4"X 111/4 ATTACH TOGETHER VW(2)ROWE 114"X 31r2' H5 LVL 2.0E Fb=2600 PSI SDS W D SCREWS @ 16" O.C. TYP. EACH SIDE (2) - 1 3/4' X 9 1/4 ATTACH TOGETHER W1(3) FLOWS 11CX 3112' HB LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ IV O.C. TYP. EACH SIDE HEADER SUPPORT NO, OF JACKS & STUDS RED. AT OPENINGS 2x4 WALL 2x6 OR 2x8 WALL OPENING JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (1) (2) (1) (2) 4'4'- 9%0' (2) (3) (2) (2) 10'-0"-16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE19t FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (L11^1�) (2).2 x 8 #2 SYP W/ 7116" CONNECTION: PROVIDE (2) _I�/-1 M ORB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) v BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA18 TO CMU 0.0, TIP EACH SIDE COL. U.N.O.ON ROOF PLAN. (2)- 2 x 10 92 SYP W/ 7/18" CONNECTION: PROVIDE (2) 096 FUTCH PLATE. NAIL SIMPSON LSTA24 OR (2) M SIMPSON HTS20 TO WOOD POST BEAM TOGETHER USING (2) OR (2) SIMPSON HEFA16 TO CMU ROWS OF 12d NAILS @ 12" COL, U.N.O. ON ROOF PLAN. O.C. TYP EACH SIDE 12).2 x 12 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) OSB FUTCH PLATE, NAIL SIMPSON LS7A24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 42" OR (2) SIMPSON HE1Al6 TO CMU D.C. TYP EACH SIDE COL. U.N.O.ON ROOF PLAN. (2) -13/4" x 11,1/4" LVL CONNECTION: PROVIDE 12) 2.OE Fb-2600 PSI, NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 31/2" SOS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C. TYP. COL U.N.O. ON ROOF PLAN. EACH SIDE. (2).13/4"x 11 7/8' LVL CONNECTION: PROVIDE (2) M 2.0E R;K2BOO PSI. NAIL BEAM SIMPSON LSTA24 OR (2) TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST. 1/4" x31/2" SDS WOOD OR (2) SIMPSON HETAL670 CMU SCREWS @ 18" D.C. TYP. EACH SIDE COL U.N.O.ON ROOF PLAN. (2)11 Fb=2 x.16" LVL CONNECTION: PROVIDE (2) 2,0E Fb=R US PSI. NAIL BEAM (M TOGETHER USING (2) ROWS SIMPSON FITS20 OR O 1/4' x 31/2" SDS WOOD SIMPSON HTS20 TO W000 POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.ND. ON ROOF PLAN. GENERAL BEAM NOTES Q CORRECT LENGTH OF BEAMS REQUIRED 1. VERIFY WITH PLAN (MIN. W BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TORE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. COLUMN SCHEDULE [MARK COLUMN SIZE (BASE) CONN. & FASTENER UPUFT(Lb) (3) 2 x 4 #2 SPF (4) - led TOENAILS 0 DTr2Z W/ 1/2' WEDGE (3) 2 X 4 #2 SPF ANCHOR* & (8)1/4" X 1.1/2' 2145 SDS SCREWS (3)2X4 SYP 01-OR- (4)-led TOENAILS p D172Z w/ 1/2" WEDGE (4) 2 x 4 SPF #2 ANCHOR* & (8)1/4" X 11/2' 2145 Q SDS SCREWS 4 x 4 P.T.#2 ABU44 W/ 5/8' ATR** U - 66665 SYP POST & (12)- 18a NAILS CB 6 x 6 P.T. #2 ABU68 W/ 5/8" ATR*- G =12000 SYP POST & (12) -18d NAILS U = 2300 C7 a x 8 P.T. #2 ABU69 W/ (2) - 5/8' ATR•* G - 24335 SYP POST & (18) - led NAILS U - 2320 3.5 x 3.5 P.L. HDU6aDS2.5 W/ (14)1/4" x CS 1.8E Fb=2400 PSI 2 1/2' SDS WS & 5/8" EPDXY 5645 (WOLMANTZED IF EXT.) ANCHOR, OR ATR** a3.5 x 5.26 P.L. HDUSSDS2.5 W/ (14) 1/4" x 1.8E fb-2400 PSI 2 1/2" SOS WS & 5/8' EXOPY 5646 OLMANRED IF EXr. ANCHOR, OR ATR**- 3.5 x 7 P.L. HDU83D82.5 W/ (20)1/4' x C10 1.8E Fb=2400 PSI 21/2' SOS WS & 7/8" EPDXY 6970 (WOLMANRED IF EXT.) ANCHOR OR ATR*-* 5.25 x 5.25 P.L HDURSD.S2.5 W/ (2D)1/4" x C11 1.8E Fb=2400 PSI 21/2" SDS WS & 7/W EPDXY 7870 (WOLMANRED IF EXT.) ANCHOR, OR ATR**' 7 x 7 P.L. HDU8SDS2.5 W/ (20)1/4" x Q 1.8E Fb�2400 PSI 21/2' SDS WS & 7/8" EPDXY LMANRED IF EXr. ANCHOR, OR ATR*** 7870 Ci2 GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO 2, ALL STRUCTURAL LUMBER TO BE SYP 41. OR SPF 92 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5, IF [C) COLUMN 15 INDICATED ON SECOND FLOOR, THE BASE CONNECTION 15 NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBBTTRRED FOR ANY P.T. SYP POST NOTED IN THE PLANS eDC OMMIL ON NAIL vs.MPNIC EUMIA IIC GUNAN AILS: NAIL DIA.-LENGTH NAIL SPACING ad 0.131 X 2 %" O 131' X 2'h' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 1Ad OR 12d OA48 X 3 0131, X 81, SEE PLAN BLOCKING & Tot OA48' X 3'A" 0.131' X:3IA' NAILS & TOP PU 12d 0.148" X 3 AA" 0 131' X 3 5A- W O.C.(OOMMON) STUD WALL 6" O.C. GUN NAI CORNERS 1Dd 0.148' X 3' 0,131' X 3' ' O,C.(COMMON) STUD PACK 6" O.C. GUN NAIU COLUMNS 16d 0.162' X 3 8d Q,131' X 3 `A' (2)16D(COMMON) ISEE PLAN (3) 16D ( GUN NAILS) HOSE+ BIBB 48'-8" 10'-0" 14'40° 20,-6„ 3 d" CD11 g'y^ 9'-9" -----. ------- Ip-------------- C6 BM8 TYP. COVERED PATIO 20'-0"x 10'-0„ BM6 7,-0" ' 7,-4„ 5'-0" 9,-4„ ' 4'S" VERIFY LOCATION W/ BUILDER 25 SH 25 SH 25:SH DBL 25 SH 2868 EGRESS EGRESS 14,-2" 24'-6" N K MASTER VAULT CLG. BEDROOM o VAULT CEWNG - - - - - - - - - - - O.T. - - - - - - - - - - - - - - - - " - _ N 0 7 -10» - w Z 3:12 X REAT SLOPE rcm. a I I I VAULT LT CLGL , , N z N 36" FLAT BAR in - TOP ON 341fz" to _ p GO WALL W/ 12" 'L 0 ,0O 0 3 O.H. x w ' V, w „ Z J 3068 O Z - -R/S ITK CHEN ?P ; 10'-0"FLAT CLG.00 I ' 74'-2-4',0" VAULTREF._ _ _ -ED- R/SH_tQ* 2 -0 • 10'-11" 5'-5" 12,_2„ EBEDROOM4 T Y a�i DOOR, PER VAULT CEILING 2868 - ACCESSIBILITY ro CODE a 31 �" � DINING I N ®10'-0 RAT CLG. m m o tD 04 o w n 5'-10' ti M. BAT z VAULT w c PROVIDE PLATFORM - 2668 c FOR HVAC UNIT - -R/S. - VERIFY SIZE W/ - - N ' MFGR R S / 4" 266$JL I 5'-9" - '. ih N--L .3 X 4 ct 'C N 00 F.G. 3,-0" 4%2" SHWR ' NOTE: BUILDER TO PROWDE VEIN , . D ,J�9"l _ APPLIANCE PROTECTION IF W H. rr , ` Y ` REQUIRED BY MUNICIPALITY. rIn - - 'BEDROOM 2 1 SEE SHEET 4 FOR DETAILS Q �r --, i VAULT CEILING IL „W HANSON BOX0 36" AFF121,-3„ 777'-66"ER 12'-2" ' ATTIC ACCESS LOCATE IN FIELD VFOOYERCLG. 2668 h 22"X36"MIN BW2 107 0 WF39 I 3, 7 8'_7" w UZ --------I G.T. S-3 o " M ., I N - - ---- - - - - - - H1- O - BA.2m ~ '3 CAR ARAG 3068 VAULT CLG 8' CEILING R/S W/T NSABV. EG S 4 PER ELEVATION 4'-1" 19 6'-10" 00 N MS03 N WF42 WF42 S-1 a S-3 "I 3 ENTRY2668 --_--- zss$ 4 19 VIO 6x8 PILASTER •-----------------------^ 2PLACES TYP. WF38 S3 ' 29'-8" 6'.4" BEDROOM 3 a 0 8'-0" CEILING cH &2 $u2 O O EGRESS EGRESS 8' X 7' OVERHEAD IDOOR ' 16' X 7' OVERHEAD DO 25 SH 25 SH. 41 " 8'-0„ 1'-10" 16,-0" 5'-6" 1-8" 5 -6 10'-0" 19' 8" 6'4" 12'-8' 48'-8' +HOSE BIBB q 0% N -140 MPH OPENING PRESSURES ENCLOSED -EXPOSUREB 75 +21.2 / -23.0 B +21.2 / -28.3 +20.3 / -22.1 O +20.3 / -26.4 +19.0 / -20.8 O +19.0 / -23.9 +18.8 / -21.3 O +18.0 / -20.1 NOTENOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 'ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL. [TEARING FRAP/I'_ WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES D 8�a6a s J R302.5.1 Door from garage Into house must be a o ,. F Cad minlmum 13/8" solid wood door, solid or 3 * : O honeycomb steel door, or 20 Minute fire rated door. o y •. {P1� Q•' Bathroom exhaust fans must vent to the exterior of i��9 •. F L Op the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through ' 1- S.I.o %%0 (p The soffit If solid soffit Is Installed 5'-0" On each side of D >: the venting. a R302.6 The garage shell be separated from the w residence and it's attic by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. a Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch c (15.9mm) type X gypsum board or equivalent. Where iv E the separation Is a floorcelling assembly, the structure supporting the separation shall also m a _ protected by not less than 1/2 inch (12.7mm) g gggg fA N N QO ro gypsum board or equivalent. 2 G - Q Ir Z'v I. R312.2.1 Window sills In dwelling units, where the ' s S E s 2 5Qt opening of an operable window Is located more Iran .o e? m G 72 Inches (1829 mm) above the flnlshed grade or - 0 � N �, w surface below, the lowest part of the clear opening g` W ` m ui a of the window shall be a minimum of 24 Inches R $ fi (610 mm) above the finished floor of the room In w g g a s which the Window is located. Glazing between the m +^d @ E Z O floor and 24 inches (610 mm) shall be fixed or have Y m $ & r- openings through which a 44nchdlameter (102 mm) '6 w 6 s m m m o sphere cannot pass. g a mM d g a 15 S B o8 �p� R308.4.2 All windows within 2'-0" of doors and In J �$ Z a p S shower or tub areas will Be safety tempered glass. 0 9 f F LL III 0 -' ,- 1300 Ceiling for exterior entries and covered porches to m have 7/16".. span rated OSB nailed per zone on 0 roof diagram nailing schedule or 5/8" CDX. ' Z 1X T&G acceptable for substitution. $ Z 0 g c Z N EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstrlpped and Insulated to a level $ equivalent to the insulation on the surroundingr rl- w surfaces. ccOi Z M Laundry Note: (Unless noted otherwise) Provide dryer vent thru roof max. Igt. 35'-0", washer & dryer unitsy w d (washer unit to be always on left side when facing units) hanson box 0 36" off L O w Ceilings for exterior entries and covered porches to be a IA c 7/16" OSB On Underside of roof trusses shall be @ F attached to all framing members with 2x blocking H U E provided at perimeter. The OSB shall be attached w/ 8d nails at 6" O.C. field and 4" O.C. at edges or 7d screw y !Z shank 3" O.C. field and 4" edges. Vinyl ceiling to be = rR attaches to OSB per manufacturer speclflcatlons = sQ a Q N ob9 i o .. IAARWIMr. Af�lr#Il"! REVIEWED FOR CODE COMPLIANT ST- LUCiE COUNT SOCC EL00 R PLAN SCALE: 1/4' = 1'-0" ELEVATION HAIL AREA CIALCULATIONS st FLOOR 2004 S.F TOTAL LIVING (AC). 2004. S.F. ®RAGE 754 S.F. COVERED ENTRY (BASE) 45 S.F. COVERED PATIO/LANAI 200 S.F. TOTAL AREA UNDER ROOF 3003S.F. FLORIDA CONTRACTORS LICENSE NO. CRM3301 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DMSION LOCATION: PORT ST. LUCIE N ♦ JVV I, II V,,,Iau V„• fD C d N W n N M a LL z C Q uH un D W ¢ a 6 M � � M N ODO W U) VJ uU. OD N ® Model Name / Number: N 2000 o® Plan Issue Date: N a Friday, September 25, 2020 9 KA PROJECT NUMBER: 20-6603 Z, Sheet:. Ot r ro a FLOOR PLAN GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X610/10 W W F, OR MINIMUM .75 LES OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR RBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 0 INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB, HOOKED FTG DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB, 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. '.. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4' STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95%OF MAX. DRY DENSITYAS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) IN EQUAL LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. ibs F10 V-0' X CONT. 1'-0" 2 #5 E.W. SOT. 2000 lizol 2' 0' X 2'-W 1'-0u 3 #5 E.W. BOT, 7200 F2.5 2'-6" X 2'-6" 1'A" 3 #5 E.W. DOT, 11000 F3.0 3'-0" X T-O" L'-0° 4 #5 E.W. BOT. 15600 Fy,y 3' 6" X 3-61, 1'-0" 4 #5 E W. SOT. 21500 F4.0 4' 0" X 4'-0' 11.0.1 5 #5 E.W. BOT. 28000 F4.5 4' 6" X 4'-0" VA' 5 #5 E.W. SOT. 34500 F5A 5' 0° X 5'-0" V 4" 6 #5 E.W. GOT. 42500 F6.0 6'-0" X 6'-0" 1'4" 7 45 E.W. BOT, 61500 LEGEND 0 - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING ....... 0LUIVIMINL3 MZ3tK 14' 10" 20' 6" 1 3' 4" 9191, 9191, « 611J 1 V V D I I� ---------------------� '---------------------- ; F2.5 F2.5 F2.5 m ci 1 g I 1 I N I I � 1 � FM03 i+7 a 3.1 ro I 1' 10" 31101. 3' 2" 3' 10" 3'. 6" 3' .10 X 4" 3' 8" 2' 4" 7' 0 1 4' 4" 1 I VERIFY LOCATION ;','': ; I' ,•;,' �' ; 3.1 W/ BUILDER I TYP.@ CORNERS - = 1 STEP DOWN 1 ■ I 1 ■ -___________ ■ ___________ "___ __________________________ _____________________________.______ _______ ------- HOSE ' FM01 FMOl ' BIBB I I I I 1 1 I N I I 1 I , I I I I � I 1 I 1 I I � ci \14� 1 I I I 'v I 1 7' 10" I 1 , m n=—;7 7 1 1 I I Za:q I co m 1 ; 1 2DE ELECTRICAL ' iD & PLUMBING SERVICE THRU SLAB @ ISLAND ; o 7 1 LOCATION (REFER TO FL00 ' � , 1 m 1 1 1 I 1 1 1 FM PROVIDE CHASE ; 3 FOR HVAC UNIT O J@4 1 I 1 1 2' 2" 8, 0,1 .4,1 28' 6" i 1 in 1 ' , it V 1 r � 1 D io , II 01 OE 1 I n ' O 1 a , °J �� 00 ZD 00 00 zo IL= I FM 1 31011 L 1 — J ' i ,1 I ■ m 1 I �-•I N \�i1 ei I , 1 ' ■ ■ 1 1 � 1 1 1 WH i ID v F2.5 I ; FM12 o3.1 , a lA 1 I�1 , 11 1 W 111 .--=I-------- ---------" - ILI 11 1 00 I ; I C.J. `-_____• � � STEP DOWN I ' 1 I 1 ' 21' 3" 7' 9" 12' 6" 2' 6" 2' SO" 1' SO" m --- -------------J-- 00 Eo 1 1 I fOIlfO7 - F3.12 i I l FM02 n FM01 LLB JJ ■ 1 1 • 1 I�■ 1 C.J. ' ■ ■ ' 1I\�11(/I1� Q �------- - '-- -----'--� STEPD N i i • a 1 n N � m N n 1 UI O - IU 1 m s _ N a m ' 1 1 Q I F I 1 N 1 1 1 1 , 1 I 1 1 1 1 ei , 1 in 29' 8" 00 ; 1 1 ■ 1 1 1 , 1 1 I 1 1 FM01 3.1 F2,5 1 (2) #5 BARS 3.1 (2) #5 BARS— I `-------------- ------ - W/IN EA. F.C. I W/IN EA. F.C. , 1 --------------------- --- -------------------r---' `-- ------- ------------------" ' 4" BID. 1' 10" 16' ■■ 0" ■ ■ 2' 0" �, ■ ■ ■ ■ 3' 1011� I 2' 011 FO U N DAT 011 6' 4" 12 8111, SCALE: 1/4" = 1'-0" ELEVATION "All REVIEWED FOR BOCC FILE COPY ION PLAN U) 1 � C)ii �J. O 2 •�',,90� •• I Ogg; g m .JJ a88 q'�� a Ja 07 °1 "mR a ap¢M � 5\j Lq d W W I ® R WQa u K 3 F z 2 ° C C, paEAR LL ZN d G a Gil 2 u� a�� ■ U f- � 2 as ^WWW.FDSENG.CDM ❑ ❑ ❑ z Z c%) 0 Z N a d _ a W V) m W C WQIV Wr2l V7cmi = m �m W L � U y � e DAMS HOMES FLORIDA CONTRACTORS LICENSE NO.CRC1330146I 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 325C PORT ST. LUCIE IVI Job Information: 0 Z Lo LLJ ` c °' M m a Y 3 0)U O J Lu Z) 00 LL J m (n (1) Model Name / Number: 2000 1 V I Plan Issue Date: I Friday, September 25, 2020 KA PROJECT NUMBER: 20-6603 I Sheet: A Of: I FOUNDATION PLAN (*) 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 z5, REINF. OPTIONAL CURB FOR F F VARIES GRADE SEE PLAN MASONRY @ ELEV. O'-0"— W/ (1) - #5 BAR CONT.CN o z k:, v x�•-• I r••: 2 STORY: 20" REINF. cw '... W (3 - #5 CONT. 16" (2) #5 SEE PLAN REBAR (2) # 5 REBAR 16" BEARING w FM01 SINGLE STORY FfG 1/2"=1'-0" FM02 SECTION @ GARAGE 1/2"=1'-0" 0 REINF. SEE PLAN F.F. b #5 REBAR FM03 I THICKENED EDGE 11/2"=1'-O" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP: GAR. FIN. FLR. ALIGN DRIVE W/ BOTTOM OF b 1' 2 STORY: 20" X 20" RECESS & PITCH DRIVE N 4" CONC. DRIVE W/ 1/2" EXP W/ (3) -.#5 CONT. JOINTS 10" O.C. TYP.. 16" (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1/2" =1'-0" =1'-o" I e % ,, QR/�F E �JQP •�' S�•,S' z p10 Of O L 0 R\•'•F'i�. u ' Y ir�T IftNTT� =1•-0" 13 N o $ to v g W toINdgQ f LOww SEE PLAN +;I'g p§J9. C' :2 a!0 0 �•. uj m- Wym"'§ a Ld ji CC 8.. 4I =1•-0" FM12 STEP DOWN NON BRIG. 1/2"=1'-0" a �8 IL o" o0 a g N SEE PLAN F2 .a� WAW.FDSENG.COM 000 OPTIONAL CURB SLOPED GROUTSEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" o: ELEV. 0'-0" WITH CURB O TYP. SEC. N z O (1) #5 BAR CONT, (G.C. VERIFY)z N t t F.F. REINF. ip 3 Q a (SEE PLAN)d 2 #5 CONT.a m INSTALL LINING ` * •. ,• w Its 2 #5 BENT BARS W/ o — r MATERIALS PER °,, y y MIN. 25" LAP SPLICE Z a Il�•JI FBC•R P2709.2 o V) (D _ 0 m MUDDED FLR. 16" m N w v SLOPED TO DRAIN 45 CONT. MIN. (� E lJ — $ Q w g FM14 SECTION @ RECESS SHOWER 1/2"=r-o" FM1S TYP" STEP FTG. DETAIL u — ALTERNATE: cv E REINF. THE REINF. BARS SJBE',GRADE#5 CONT REINF.SEE PLANCONTINUOUS AROUSEE FND. FORBY COLD BENDING TQUANTITY " t91v sMIN. BAR LAP OF 25.. Q (4 o n�o #5 X 25 X 25" g CORNER BAR ONE N E 9 FOR EA. HORIZ. . DAM Homs REBAR, TYP. U.N.O. a '•• - (2) #5 REBAR �o 16v 'y FLORIDA CONTRACTORS LICENSE NO. CRC1330146 A/C CHASE 9 3000 GULFBREEZE PARKWAY 4" PVC SLEEVE 2 STORY: 20" xso a GULFBREEZE, FLORIDA 32563 THRU FOOTING WA3)-#5CONT. w L DIVISION LOCATION: FM19 TYP. CORNER BAR DETAIL 1-1/z^=r-0' FM23j TYP. FND PENETRATION 1/2";1 PORT ST. LUCIE STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM F.C. SPACING (D.C.) NUMBER/SIZE OF BARS LAT. HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL O'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 61.8" >2'-0"-3'-0" 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" W/ (5) #5 BARS CONT. >4'-0"-5'-4' 16" 16. 48" 48" & #5 @ 18"O.C. TRAN V. 1162# 2'8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NOTES: FI I� SEE CHART ABV. -MAX. F.C. " SPACING (D.C.) CA W.W.M. TO BE TIED TO #5 CONT. REBAR i (1) #5 HORIZ. CONE. TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4'4' IF (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. B , RN GRADE 8" MIN. 1 TO TOP OF a `• STRIP Fro. COMPACTED CLEAN FILL IN MAX 12" LIFTS �• !, . STRIP FTG. W/QTY OF "MIN. COVER d REINF. PER SCHEDULE �F (3 SHOWM FMASW I STEMWALL SCHEDULE CODE COM Job Information: ICE ST. LUCIE C- - Tl BOCK. m' � n O M 0 z W ;LO O LO :e g N c M M "m �/ LE Co� 9 a z IT) 3 .. 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL t I"" � � INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM Q J W w SPACING STATED IN SCHEDULE Ill cn 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND _j Model Name / Number: 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 2000 r-SEE NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0". INTO SLAB/ STEM REQ'D BE TO #9 3.IF STEM IS TO HIGHER CONTACT ENGINEER OF RECORD PRIOR CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK plan Issue Date: "'1FILLING IS TAKING PLACE ?g� .0 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" a Friday, September 25, 2020 a" h " O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" F . KA PROJECT NUMBER: .0 TALL (TYPICAL ALL CORNERS) S.IF STEMWALL IS WITH IN 5$:0" OF POOL OR WATER FEATURE FOUNDATIONS 20-6603 "SEE NOTE 5 7. ALL STEM WALLS GREATEN{ THAN (4) COURSES SHALL BE FULLY GROUTED. $, 8. R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE PLACED AT 12" BELOW b'VK Sheet:. A w Of: LEAST THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL o . 1 SCHEDULES & DETAILS NTS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,004 x 3 = 6012 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS Z. EACH 300 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,562 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,562 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000EACH A/C ( AUXILIARY HEAT STRIP) 10,000EACH B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 +40%OF "A" = (.40 x 24,562) = 9,825 + 100% OF "B" _ (20,000) = 20,000 TOTAL WATTAGE = 39,825 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 166 ASSUMED EDGE OF WALL o m 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24AL ALTERNATIVE PROTECTION BARRIER N.T.S. ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELEVATION "A" ELECTRICALNOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42"AFF RANGE 2* AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE. WITH UL 217 B. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBCR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBCR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS $2 t3 $4 $DM (b (� WP H ELECTRICAL LEGEND SINGLE POLE SWITCH DOUBLE POLE SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH DIMMER SWITCH CEILING MOUNTED FIXTURE SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET ® SMOKE DETECTOR CARBON MONOXIDE/ SMOKE DETECTOR COMBO UNIT FLOOD LIGHT FLUORESCENT LIGHTING — TRACK LIGHTING a CEILING FAN GROUND FAULT INTERRUPT N ' 2 DOOR BELL CHIMES WATER PROOF W/ GROUND FAULT c=) O— DOOR BELL 220 VOLT OUTLET D0 P SPECIAL SERVICES OUTLET DISPOSAL T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER RECESSED LIGHTING J ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT C INTERCOM SYSTEM ® GARAGE DOORPUSH L.E.D. DISC LIGHT BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AM PS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE METER ) I I MAIN 20b = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BV POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #3TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8 DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER FILE COPY NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. E 1 ,O T cq N o m � a � c a aDi a Il 3 8 c s E o myyaa a$ ___ a pp ~ g g N Sa� OO'b � 00 10 o €rRRE 0 �, N m ii u. �NrN'E v .E w w ui r/j 1*6 C13 T �3m0 a E 12aa S- o z gN8 UO YNAV.FOSaVG.COM ❑❑❑ a N a M z n a `n ^/ —LO U I Z r to U m ('i ffTS o � w �0 � ry -m LJ — N 2 H too � N Q N o t 1 7JJ� I �A DAMS HOMES ) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: O i}+ > Q r LO d: m .-I +�+ � Q M U m o 'a OJLLJZ:) 0 00" o JMU)(1) I ♦ I Model Name / Number: 2000 ♦ Plan Issue Date: Friday, September 25, 2020 ♦ KA PROJECT NUMBER: 20-6603 Sheet: 4 Of: ELECTRICAL PLAN TOI { a 48" OFF RIDGE VENT 48" OFF RIDGE VENT 48" Off RIDGE VENT TOP OP RI TOP OF BLOCK - 0 np FIN. FUR. co TOP OF WINDOW 25 SH SMOOTH. RAISED LITE TEXTURED DECORATIVE CEMENTITIOUS BANDS CEMENTITIOUS COATING w/ 2'-0" RETURNS FIN. FUR.. — - - - - o °D - 4W OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4"=1'-O" 48" OFF RIDGE VENT VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq Inehes of venting needed equally for Intake and exhaust Soffit product provides ` .: 4.12 net sq in / sf Rid event rovides } �� . 18.00 nets in/If Off ridge vent provides M.00 net sq in/sf overhang distance. 1.33 ft S.F. of Area tube vented (SF) 3003 s.f. Total needed for exhaust for upper 1/3 nets inches Total needed for intake soffit area, lower) nets inches Number of Off Ridge Vents for upper 1/3needed L.F. of Ridge Vent needed. (can be used in combo with ORV K1232 Lineal Feet of Soffit needed to meet re aired Lineal Feet of Soffit provided b .plan ., TOP OF BLOCK TOP OF WINDOW ■ ■ - o LITE TEXTURED DECORATIVE w CEMENTITIOUS COATING OD TH RAISED CEMENTITIOUS BANDS w/ 2'-0" RETURNS — FIN. FUR. 25 SH 25 SH41 — --------------- --------- —FIN. FUR. -- VVCnnnftU UK. V YLn�wiv ✓�......... .....---.....�— ....a...........� vrn•�.uiuvvv vvr.. n.." w/ 2'-0" RETURNS FRONT ELEVATION "All SCALE: 1/4"=1'-0" REVIEWED FOR, 7E COMPLIANCE LUCIE COUNTY BOCC VTRY LING OCK 0 c — u`{i Z r N � y ti w o 0 � i A NO Om W c ® 15 OD r FLORIDA CONTRACTORS UCENSE NO. CRO1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: O Z W LOi \ Y ID 0 C � G7 a OJLu:D Jm(/) (1) Do o I Model Name / Number: ti v 2000 oPlan Issue Date: a Friday, September 25, 2020 m 0 KA PROJECT NUMBER: Y 20-6603 � Sheet: � Of', 0 L 1N ELEVATIONS - A U SEE DEf. TB03� G.C. TO PRC BLOCKING 1 W/ APA RE( FOR SPAN F 7/16" OSS. SEE "HIP/R BLOCKING" 20'-0" MAX 20'-0" MAX ** ALTERNATE SPAN RATED 32/1.6 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 1S/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS EQ. d W Q E S\1 CONTINUOUS BOTTOM CHORD v BRACING 2 X 4 MIN. SEE DETAIL TB04- - - "X" BRACE SEE WIDE DETAIL TBOS 0 COMPLY p _ :OMENDATIONS _ ATING OF _ 4 - DGE DETAIL Q 00 a Ld W Q 4 O O � � Q 7 EQ. \ C TOP & BOTTOM CHORD GABLE END BRACING @ � 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90%OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN TUTS I ---- I I 4 FT. I I x I 2 1 ------------------------------------------------- 5 a O I O FF. 4 FT. I ' 5 FF. 4 FT. �2 � I ----------- ----------- 2 OI O ,1 I.O - 2 �,- O .O O ` : S. 4 FT. ------- O O ----------- 4 �. r-----FT.-------- O2 O 4 FT. O •O ROOF NAILING ZONE DIAGRAM O. NAILATBASE 2ROM @4"O.C.W/8dCOMMON NAIL ROOF NAILING SCHEDULE. Q MAIL AT TOP PLATE TWO ROWS@4"O.C.W/8dCOMMON NAIL.. NAILING ZONES (SHINGLE AND TILE) O NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O,C IN FIELD O NAIL INT, AT 3" O.C. W/ 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6"0.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 W18d COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @HEADER - NAIL SHEATHING TO HEADER NOTE: W/ 8d COMMON NAILS @ 4" O.C. 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 G� (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15132" OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) NOTE: Sd NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2' 00 NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAIUNG SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8'. ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE 15 RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 18GA x 1.3/4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32" OSB (2)-2xTOP PLATE 15/32" OSB EXPOSUREI EXPOSURE BEYOND SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM . SHEATHING VERTICAL 1/2" IL II II ( SOLID2xIl BLOCKING @ ALL SO WIIII JOPENING I I'.. - I I 11 I SHEATHING W 111I.. Il' 11 II I 11: 11 I EDGES(SEE QNIIII SECTION X-X) 0-IIII II 111 - - I I - -. II 7111, II III III IIII IIII _ _ - - I II II III II II II I II. II II II Ii II 'II I 2x STUDS ru o BEYOND. y SEE PLAN o 9 n - - Ir I I II IIII 11 II I III IIII I I II IIII I I II IIII II 11 '.I I II II 14 I w `HORIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL SPACING �- 2x4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7116' FLITCH PLATE TO WI (2)12d TOENAILS EA, END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3' O.C- NLTERNATING STAGGERED BLOCKING SECTION 1 "CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.s- CONN EROR SCHEDULE FOR: ADAMS HOMES- 2000 EIev A 3CF MUSS ACTUAL CONNECTOR UPLIFT TRUS510 BfARING POINT UPLIFT CpNNfRO0.1D DESIGN RATING FASTENERS NOTES A025- APES, CL CIS, C1V, C3, CDC, C5, C5V, L/R -325p"r less HFA16/PERTRUSS MFG 181Dp (9)10d x1-1/2". E2q E5, E], VV, G015 -GOSS, HE, HE, H]V 9)lOtlx1-1/2" A07 A15,B01-B04,D01-002 L/R �930porless HFA16/HUA16 1830p/1030p !9)1ad x 1-1/, 8) 8d TO (10d C14C1P,C3FCSP,EJP,H2,H7P L/R .379#orless H10A/PERTRUSSMFG 104FS X 1112"TTE (9) /2"TRUSS C1; C3S, C51 L/R -979#o, less PER TRUSS MFG/PER TRUSS MFG (18)10d x 1112" KO 1, L02 L/R -434por lass H10A/H10A 1C404/10411 (18)10d x1112" (4S)10dx1 1/2 i Nl L/ft -1934por less (2 HT520/(2)HT520 2620N/2620IX (41H Ad xll/2 A16 L/R -2331#orless (2)HETAI6/(2)HETAIG 2365ft/2365IX (SO)FEIJ ,1/2 (10) EDd x 11/2 1 A015 L/B 921par less (2)HUA16/PERTRUSSMFG 2365IX (10)10d x11/2 z �' D03A L/R 53894orless (1) MGT/ (2) FCTR 2365K/8885IX (22)lOdx 1.1/2 /(36) 1/4"x3 5055CREW5.. 5/8 ATR W/121: EMBEDMENT MGT&(4) 1/2 x5 TIMES FAIR KOS,VOS W5 CONT.. PEE por less See Defy I GE01/54 TRUSS MANUFACTURER PRO-.IU 'DATE OF IAYOUF DATE OFTI,d$$CRT$HLCT` $ 9I14J20ib.. L-LEFT, R- RIGHT&M=MIDDLEBEARINGS BMING LOCATIONS ARE REFERENCEDTO TRUSS MANUFACTURER STRUSS DRAWINGS ADE CONNECTORS ME SIMPSON PRUDUC[8 ' "' ROOF CRITERIA -16" OVERHANG @ EAVES U.N.O. -12' OVERHANG @ GABLES U.N.O -SQUARE CUT SCIA -ROOF PRCH P R ELEVATION SHINGLE LOA ING TRUSS LAYOUT "A1l SCALE: 1/4"=1'-0" SIMPSON- CONNECTORSCHEDULE USP-CONNECTOR SCHEDULE TYPE CONNECTOR& FASTENERS SPF SYP CONNECTOR B FASTENERS SFF SYP FRAMETO FETA16w/(9110dxI IWOR 1810 HrA16wl(10)10dx1170R 1585 1870 MASONRY HETA20w/(9)10dxi 1/2" HTA20w/(10)tOd x 112" FRAM... H26Aw/(10)8d NAILS 5" W6 RT7Aw/(10)Bd NAILS 515 585 ..-...._ ... FRAME _6_._........--..., .._ ... _..-.._., LOC4TgNINCLUOE(3112tl TOENAIL 990 m........,,.n..... ... v.. ....._..._.. LOCATION INCLUDE (3) 12d TOENAILS) 1006 1196 OFRAMETO E MASONRY MGT wI(22)1Dd NAILS AND W11-A.T.9. wl 12' EMBEDMENT w/SIMPSON "SET'EPDXY 5 3005 MUGT15 W(28)1 W NAI US AND 518" AT.R. w/ 12- EMBEDMENTwl SIMPSON-SET'EPDXY 3330 µs' OFRAME TO FRAME HT820w)(24)10dxl 1W(AT EXTERIOR t24B LOCATION INCLUDE(3)12d TOENAILS 1310 HTV420 W(2A)10d x 110(AT EXTERIOR LOCVOON INCLUDE(3)12d TOENAILS /285 1530 FRAME TO FRAME (2)HTS20 W448)10d X 112"(AT EXTERIOR 2490 LOCATION INCLUDE (8)1 2d TOENAILS 2820 (2) HTW20 W(48)10d x 1 IM(AT EXTERIOR LOCATION INCLUDE (8)12dTOENAILS (EA) 25]0 3000 © FRAME TO MASONRY HG-2W(18)10d NA1UAND(2)5l8"A.T:R W12"EMSEDMENTWISIMPSON"SET' EPDXY(HGT-3FOR3PLY) 10680 HUGT2w/(16)IdNA1L8AND(2)5W A.T.H. w11Z EMBEDMENT w/SIMPSON"SET' EPDXY(HUGT IP0113-PLY) 7020 9790 OFRAMETO H MA30NNY. PGTRWIIB)IWxTSDSWOODSCREWS AND (2) 12" x FTITEN HD ANCHOR BOLTS 340D 4725 RFUS W(12) WS3WOOD SCREWS AND (4)9ViWWEOGE-BOLT 7100 O(i) Ji FRAMETO LGT2 W (16) led SINKERS & M 1W x 2-1u• TITAN 2 1760 2030 MASONRY SEE NOTE FO BELOW O FRAME TO MASONRY/ FRAME (2) LGT2 W (32)161 SINKERS & (14) 1W x 21 M TITEN(2 PLY TRUSS) 350DM OR(28) 161 SINKERS FOR FRAME (EA) 3240-F 4060-M 3770"F (2) LUG72 W (32)1Sd SINKERS & 110) 1/4"x3- WEDGE-BOLT(2 PLY TRUSS) OR(32) 161 SINKERS FOR FRAME[EA) 3106M 0-F 310OW 4520-F 0 FRAME TO MASONRY/ FR4ME (2)LGT3 w/(24)1/4"x3"30.R SCREWS &(e)3B"zb• TREN (2 PLYTRUSS) 4730-M OR Ell IS SINKERS FORFRAME fEAI 5010E 8670.M 89B0-F RLUGT3W(U)1Wx212•W525 SCREWS &(4)&2• x 6" WB 12 Po.Y TAU831 OR 15811 Stl SINKERS FOR FRAME(EA1 6480-M 5430E 7060-M ]]10.F O BEAM TO MASONRY/ NUI2 CIPTNU[i46W (d)IOtl NNLS& Gfi1540 02)1W'x23'4"TITFN(rOMAS.) LASSO Gx3000 UM7135 HD4B OPi'HU48 w/(0)1W NAILS .& (12)1N'x23'4•TAPCONS(TOMAS.) G81825 U#1030 G82015 1 UB850 FRAME OR (12)18d & (8)10d (FOR FRAME) SYP.F SYP-M OR (12)18d & iS 10d (FOR FRAME) SYP.P SYP-M (2) HETAI6OPT (2) HETA20 1820 1920 (2) HTA78 OPT (2) HTA20 1970 OFRAMETO 1-PLYWLYW(dx 112'OR 1-PLY w/(10)tOdxi 712'OR MASONRY 2ALY w/(12)18tl 2365 2365 2PLY W (12)16d 2430 HTSMIS W (B)IOd NAILS AND (4)110.21/4" 956 1110 H7WM16 wl (8)101 NAILS AND (4) IWO 3N" 1145 1225 TO TAPCONS. WEDGE.80LT J OFRAME N MASONRY OR OR d HTSM20 W(1G)10d NAILS AND (4)1/4•#IN- 8ffi 1110 HTWM20W(10)/Gd NAILSAND(4) 114°x134" TAPCONS WEDGE -BOLT 1145 1225 TO H708 W (8) Rd x112" NAILS AND (2) 3SPx4' OFRAME P MASONRY TITAN HD 780 910 DTT2Z W (8) UV A 112" SDS WOOD DTB-TZ W (8) IW X1 112 WS15 WOOD FRAME TO SCREWS AND (1) 12'SAT.R. EPDXIEDw/ IBM 2146 SCREWS AND (1)//Z B A.T.R. EPDXIED w/ 1510 18N MASONRY SIMPSON 'SET'(SEE NOTE 84) SIMPSON°SE1'(SEE NOTE Y4) HTT5W(26) 16d# 12" NAILS AND (1) 5G'2 FM45W(26) 1Sd Y21/Z NAILS AND (1) OR E TO ATR. EPDXIED W/ SIMPSON SET' 4376 6090 WIFE AT.R. EPDXIED W SIMPSON'SEI` - 6005 MFASONRY (SEE NOTE 84 BELOW) (SEE NOTE 84 BELOW) HT4 W (18)16d # 12' NAILS AND (1) 5/8" a HTT45 W (18)16d x212' NAILS AND (1) O FRAME TO AT.R. EPDXIED w/SIMPSON SET" 3540 4235 WE AT.R. EPDXIED W SIMPSON SET• - _ 4160 MASONRY (SEE NOTE IN BELOM (SEE NOTE B4 BELOW) TO FRAMEO HI0S w/(24)10dx1 12• NAILS 785 910 LUGT1 W (23) 8d xi 12' NAILS 875 1045 1� 0 FRAMETO HM9ICTW(4)1l4'Xl 1/Z SIDE WOOD RTiSMwI(9)1Ddx1 N2"NAILS& 1395 1395 MASONRY SCREWS &(5)19141/4"TAPCONS 750 760 (4)1/4"x13/4"TAPCONS YET W(181 IMh " SIDE WOOD SCREWS& 'SET' " OFRAMETO MASONRY (1) 518.0 AT,R EPDXIED W SIMPSON 33M 4940 W 12' MIN. EMBEDMENT (2) YORE w/ (32)1/4"x3" SDS WOOD SCREWS OFRAMETO W MASONRY &(2) 51W O A.T.H. EPDXIED w/SIMPSON 5170 7185 "SET"W112" MIN. EMBEDMENT O FFRAMERUIIE YGT W (16) 114W BOB WOOD SCREWS 8 HDU4SDS2.5w/(10)1N"x212"BOB WOOD 3MS 450 MUGT15d(22)S NAILS HTT45W(18) - 4180 FRAME SCREWS &(1)5R"O AT.R tOd NAIL58(1)5l8"BAT.0. 6(1)SWd (2)Hrt6W(52)16d5221/YNAILS& (2)HTT45w/152) 16d'#1/2"NAILS OFRAMETO Y FRAME (1)5A1°2 A.T.R.(SEE NOTE 44) 437% 5� &(1) WWII AIR (SEE NOTE 84) - 5005 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS/ SEAMS .1 (2) 124 TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. 3 G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECNM CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP#12x4'TO TRUSS VERTICAL WEBW(2) ROWS OF IOONAILS @ T O.C. STAGGERED S. 17 MIN. A.T.R. EMBEDMENT 9 CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORD w14'-P 2x SYPl2(MATCH CHORD LUMBER SIZE) w/(2) ROWS 10d @ 4• FROM END 4"O.C. STAGGERED CENTER AT CONNECTOR LOCATION AS MUCHASPOSSIBLE. (, MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOR ALL ROOF FLOOR TRUSSES TO MASONRY WALLS/ UNTELS/ ICF WALLS UNO ON PLAN 2 CONNECTION AT 24"OR 37 O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FBI21811 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLS" WALLSLINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 3Z O.0 MAX W(2)AT EACH CORNER G.C. TO VERIFY LOCATION DOES NOT CONFLICT w/TJI(IF APPLICABLE) LAYOUT S. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLIBEAMS W(2)12d TONAILS © MINIMAL CONNECTOR UNO ON FRAMING PLAN I../� CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM 14/ MINIMAL CONNECTOR UNO ON FRAMING PLAN 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 #2SYP 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 IF ROOF TRUSS LAYOUT SHOWS NOTE TOFRALAYOUT HAS MERLSAM ER BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE. RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY. APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDI7��� CO r ROOF INFORMATION SEE SHEEi�4LUCIE: C.M.U. OR ICF WALL SEE TYP. WALL SECTION 2x4 P.T. FASTEN TO C.M.U. W/ 11/2" LONG T-NAILS @ 2'-0" O.C, SECUREJ-CHANNEL @ 12" O.C. 0 FILE COIF METAL DRIP EDGE -�-j -2 x SUB -FASCIA 0 -ALUM FASCIA VINYL G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=r-0" FI LXLI7111 ;v OF y- .`,,p.9 • F L OP,••, eus'Lp� P\'LA T N T3 lL g N GO CA -I W E 2 ED g $ Q aq4 �" n ,-Or, mN�N8 a Lo j 51 a��LL� a W co LLa Q B� arc 11 F ao III 4R w1 ¢ m 0 e9H`�-8 III wa m m Z- Sl d g a B Z 0 0 $a§ FUSENG COM •0- z o Z r Z r J m d _ 1 n Z C4 CO �� n 41J r � I 0 W Ln c d i U -� � -----. U - cN E USE t W 0 DO Q N o AA r%j FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: a 0 N v r ED m 0 7 C 0) Lo U7 a W ¢ ro m ro e0M g CL O_3w� 00 J m Cn (n m N Model Name / Number: ` 2000 o. Plan Issue Date: Friday, September 25, 2020 VT KA PROJECT NUMBER: Y 20-6603 Sheet: A Of p� Vh 0 TRUSS LAYOUT I MS03 TIE BEAMW/ PS CONC. W/1 #5 REBAR CANT. SIMPSON SPA W/(B) - told X 11/2 SPS OR SPS FOR 2x6 AND 2x8 WALLS `—DOUBLE 2x TOP PLATE STANDARD HOOKS SEE M505 FOR MORE INFO TYP. FILLED CELL Vill P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL S"C.M.U. 7 h '< (3) #2-XS''FP.T. S 4 (3)1/2°X8''J'BOLTS OR (3)1/2' X6' EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (' (8) 2 7/8" HILTI TU(-DNI NAILS 2x BASE PLATE SEE $ . .. .. .. PLAN FOR MORE INFO #5 REINF. 20' MIN. LAP BAR q #3 OR #4 REINFORCING d) BAR /�' #P R d4 I AP CPI .F 2 #5 STD. 90° HOOK #5 REINFORCING BAR #R lAP RPI ICE SCALER".1'O" " MIN. LAP #6 REINFORCING BAR * GRADE 40 U.N.O. #e LAP BPI I f Ill I REBAR SPLICE DETAIL - GRADE 40 ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING #ROWS 2x4 1/4"X2ek" 12°O.C. 1 2 X 6 1/4" X 21A" 12" O.C. 2 2 x 8 1/4" X 2=4" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. ru4C;Aj - i (2) 2X P.T. i BUCKS W/ 1/2" O.S.B. BETWEEN f 1 FASTEN or i NAILER T3 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 'ARM & GROUT SOLID BAR CONT. N.T.S. I RM85I 12" LINTEL DETAIL N.T.S. LINTEL BEAM: 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 BILK CELLS WrrH 3000 P.S.I. GROUT ONE #5 CD LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN, LAP 25" (ACI 530) FOR MORE INFO TOP CISLAB .G N.T.B. MS021 TYPICAL SHEAR WALL SECTION 3/4" = 1'-0' 0 0 U 0(4) N.TS: LINTEL PLAN SCALE:1/411=1'-0'r ELEVATION "A" AND "CR" GENERAL NOTES 1. AREAS OF BLOCK ASV: MASONRY OPENINGS ARFF TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. w LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IFA SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (1) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32' FOR THE LOAD CONDITIONS, ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F= FILLED WIN °ROUT / U =UNRUM 6 REBAR ATTOP R=RECESSED MIN. IS)R q'D 13 ' Cl P QTY. OF ARO BOTTOM OF IN E OF LINTELCANT � z TOP KNOCK OUT. UNTEL BLOCK COURSE F16-113/1T ks 1 !!gINAL io ROUT a 1-QVANTRYOF WH #5 NE6AR AT RS RDTARAT BOTTOM OF NOMINN_ TOP o UNTELCAVITY HEId DA9 REINFORCING 7b B"ACTUAL PROVIDED IN LINTEL (VARIES) TYPE DESIGNATION 8"NOMINAL WIDTH QFNFRAL CONCRETE I INTFI. MATFBIAI ft OFNFRAI INCTAI I ATION NOTFS 1, fc iaxcest limels _ SEW PSI. 1. to osloe Ad! mortar "ad and W jell 2. Ye prestressed lined=SOUP psi. 2 Shore hard lintels as required. 3. grouted par ASTM C476 fg= 3000 PSI w/ & betallellan of llntal must comply S en the anchtaNurel ad/or structural drawings. 4..1.3/8" aggteeppeettee aril S" m 11' slump. & U-Limbs arc mamnincturec w10 51/2" long nptcim at the ands W accommodate S. Costars —my xnfia(CMU)per ASTMCWy,1 Serticel cell reamensngend gmuUng. minlmum net are&comPesslve strength=19000. & All hotels moo or axoaed L/360 medical deflection, except lintels 17'-4"and 6. Peter per ASTM ASiS Gol 60. Iongerwltha rename height of B" nnCt or exceed L/SSO. Praatressing speed perA V A416 grade B. Uctlom field #tltled mbar W t» located 9 the bottom of tha emilcery. 7. 2701ow reMxetlon. I. T/32" diameter win stlrmpe are waloed to .he boR4m steel for nrecherloN anchorage. ]/i wire pet S. Cad4rPece gdrr4re}emay ce Pori In combemb irmel h liso a concrete IM C270TM type S. Mod&r per ASTM C270 typ¢ M or S. mae&nryunhe. G_ Safe Ioed ratings based on ordonY design we"* per ACI 31E and! ACI 530 10. Honda'rodi APwmrel No. 158.1 11 The male, Surface of lintels installed In more, eemor a mill wells Sri here S coating of Stucco applied In acconcerrce with ASTM C926 or other approved caepng. 12 Url betled slmu8enaously whh vertical (grayly and upllRl and! horizontal IfateroO �oadeshoud be checked for comNne loading w,th the fdlPaing Sol Applied Sande l bald Applied Ierlmrtel bald < 1.0 Be. waUcel load Safe horiderrlal Ioed 0 WOO1070 BRFB-0B(1T SF8-OB/1T SRF141B/iT 8F18•18/1T •'O - '' '" © O SF2P1B/l0 T �',' 0 0 0 0 O 8RF22-1R/1T 8F24-18/1T O.4, 0 © 81`280/1T 0 0 8F321B/1T HURRICANE ANCHORS (TYP-) ► REVIEWED FOR CODE COMPLIANCE ST. LlJC'!F nn��w� FILECOPY PRECAST "U" LINTEL W/ 3000PSI CONC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT R :� 10" i STD. 90 HOOK REBAR ON BOTH SIDES OF OPENING U.N.O. PROVIDE KNOCK -OUT OLOCK FOR FIRST COMPLETE DIAL COURSE BELOW BILL & FILL SOLID W/ (1) #S BAR FOR ALL WINDOW OPENINGS W-6" AND LARAl STD• SO ANGLE, CONO, V REBAR ■ice dl��'. F a m TYP. BOND BEAM i S"x R'x18'K0. D LINTEL BLOCK T FILL W/3000 P.S.I.c CONC. W/1 #S CIA REBAR a INDICATES FILLED I CELL FROM FIB. TO - BEAM WITH 1 #5 T BAR MIN. 3 TYP. DOWEL 25" MIN. LAP (ACI 530) 1 � I I ,Sli OLLI S F * ••.. PEE Oo • r � P\•V \A . Will S N OO mgpr . 8 Ce vy' a�7 M p18Q y YW ® Q C.N LL'2 aUl UI g do ¢7.W i z O nil ° W2Epe GO m Gig LL O2 dJ o % Be a fB VAYW.FOSENG.COM 0110 z Z o AI Z N Z �+ Q J � gas f% a ri — w Z r V) M W C O u (Du0 w 5 Ln c 4i L/T CM U = (4 +� N = p�N 0 El raw Tom FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: b `} l / i 1 OI z i W N ¢ d a� m eH 3 .. g d i H i 0 m o q 0 J W = o DO i J m U) U) 1 VI -Model Name /Number. 2000 i Plan Issue Date: Friday, September 25, 2020 VI KA PROJECT NUMBER: , 20-6603 ' Sheet: �w 4 1 Of: y a LINTEL PLAN V,' ° 2x6 #2 SYP P.T. Yz'x5" W/ (2) WEDGEANCHOR o OVERHEAD SECTIONAL S DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. 0 (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o "ill BOLTS WASHERS SET IN € FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. c ,_ ~ SECTIONAL v ® OVERHEAD DOOR CONT. P.T. #2 WOOD •` .: I SYP 2" X 6" � o TRIM �o ruu,°,, v ` I/ a � � O r R� S °�i 4.' . il :'G 4 2"xIT' P.T. WOOD JAMB E J 0�a6 N' DOOR AND CONNECTION PER GARAGE SLAB GARAGE DOOR MANUFACTURER �� * P( �'� TYP. GARAGE DOOR e % A'•, TRACK MOUNTING DETAIL .6,zS10'. V 0 LL ii MS12 OVERHEAD GARAGE DOOR ATTACHMENT 0 _ T N E a m e "_ Io v m toN Pg r pyp � u 10 I(�J0Fg $a g (1 tv w Li LL LL �U LQ 0 �NNF v &B Ai 003%Ns a m=a R-30 INSULATION PER FBC a s D BLOWN -IN m a m t o < AND ENERGY FORM SUBMITTED WITH i, ¢ ,� Z Ir ' PERMIT APPLICATION PROVIDE BAFFLES 8 d W cR m yX ¢ O 0] �=+ m —BLOWN-IN R-301NSULATION PER FORM SUBMITTED AT EAVES (FOR VENTED ATTICS) 12 FIBERGLASS SHINGLES OR ° `� `'�e 19 00 m s £a €' 2 a FBC AND ENERGY 12 WITH PERMIT APPLICATION 'y SEE PLAN TILE ROOF (PER ELEVATION) 2 s 8 0 6 "% rn PROVIDE BAFFLES AT EAVES ! \ OVER APPROVED UNDERLAYMENT a �" fr r w a J SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING ^$' a 91 b P .FDSMGMN ' FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) TRUSSES @ 24" O.C. NOTES (SEE FASTENED TO TRUSSES FASTENED TO TRUSSES PER ROOF w O _ 7 `� OVER APPOVED UNDERLAYMENT ' I A �� NAILING SCHEDULE) ' ' m o PER FBCR 905.1.1 OVER APA WOOD RATED STRUCTURAL SHEATHING ,.., ,� SEE PLAN FOR E) Q PRE-ENG. (SEE STRUCTURAL NOTES _ _ _� -- 3 TRUSSES @ 24" O.C. FASTENED TO TRUSSES PER ROOF �— ERG. HT. • ,,• -' a rn NAILING SCHEDULE) Y TRUSS ANCHOR (SEE PLAN) 1/2" DRYWALL FELT PAPER I • • ° ETAL DRIP EDGE 1° _ •.; n TO BE INSTALLED ON OUTSIDE FACE TRUSS PLATE•� 3/4" P.T. NAILER TL• r 2X SUBFASCIA • '� �� M - — - — _ •R SOFFIT. SEE ARCH. 1/2" DRYWALL w 6 PLANS E O m ' --*-METAL DRIP EDGE 1/Z" DRYWALL CURTAIN NAILER A 8 x 8 x 16 K.O. i z 4 P.T. @WINDOWS n LINTEL BLOCK y o U — •o wo c- uoa CONNECT ALL 2x STUD ZX SUBFASCIA 1 x 8 P.T. @ S.G.D. n p,H, W/ (1) #5 DIA. REBAR & = cM �- TO TOP PLATE WITH (4) N SEE ELEV. 3000 PSI CONCRETE 16dTOENAILS SOFFIT. SEE ARCH. PLANS PRECAST "U" LINTEL - = .0 w o SEE SCHEDULE �; , ';� - v 1/2" DRYWALL _ SEE PLAN FOR HEADER SIZE N v = U m m l ', � Q N O bA iQ•y� ',. : �� DAMS HOMES OPTION 15/32" OSB EXPOSURE 1 ON O.H. LQ MAXIMUM OF (3) - 2X PLATES MAY BEoe ExT, WALL W/ ALL EDGES BLOCKED. v i ii ;. ADDED BELOW THE HEADER EACH SEE ELEV. SEE TBI3 FOR NAIL ATTACHMENT. (OPTION) STAPLE: 16 GA. 1 3/4" O PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL MGT. ON n FILL CELL -(1) #5 DIA. g'� FLORIDA CONTRACTORS UCENSE NO. CRC1330146 NAILS AT 8" O.C. ALL BEDROOM WINDOWS. n REBAR W/ 3000 PS[ ,�"- 3000 GULFBIREEZE PARKWAY CONC. ALL LOCATIONS „ SHOWN ON FOUNDATION a GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW W/ SCREEN &FLOOR PLANS ® n REVIEWED RE Y IEWE® FOR L ~ (G.C. TO VERIFY W/ FLOOR PLAN IN N w 1166II111� A CODE COIYIPLIANC: DIVISION LOCATION: LOCATION OF OPENINGS PORT ST. LUCIE EXTERIOR WOOD WALLS. IF No OPENINGS ARE IIVD[CATED, FULL 1 ST• L UCIE COUNT' � � fo Job Inrmation:� STUDS ARE REQUIRED).n ®v/�� NOTE: 44" MAX. SILL MGT, ON ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW a ` W/ SCREEN WINDOW STOOL A N T CEMENTITIOUS DECORATIVE n PER SPECS M PRECAST CONC SILL y FINISH 7/8" THICK PER ASTM C-926-98A O PAPER BACKED FOIL R4.1 iO INSULATION AT CMU BLOCK WALL N 2X STUDS (SEE FLOOR PLAN FOR PER F8C AND ENERGY FORM J EXTERIOR FINISH - m 1 /2" DRYWALL MORE INFORMATION). SEE TB13 SUBMITTED WITH PERMIT (SEE ELEVATIONS) p c N 0) ON SHEET 6 FOR NAILING INFORMATION FOR APPLICATION 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR FILE COPY ° W N R-13 INSULATION AT EXTERIOR WALLSHEATHING. 17" IN CONCRETE - 25" c M WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE FORM SUBMITTED I x 4 P.T. EXTEND (ACI 530) ABOVE LOCATIONS SHOWN BASE NAILER > M M m AND ENERGY w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN SLAB. ALL ch �'' `m WITH PERMIT APPLICATION HD) WIT' WASHER AT 32" O.C. WOOD BASE ON FOUNDATION PLAN a MIN, 6" FROM END -SEE W507 WOOD BASE FOR TERMITE SHIELD , SEE FOUNDATION PLAN FOR ._ O J W O O SEE FOUNDATION PLAN FOR SLAB INFORMATION OF SLAB SLAB INFORMATION TOP OF SLAB — - — - — - $ N ' ^ 00 u_ J 00 c / _ _ _ TOP _ _ .it .4� , ,. , W N wVI Model Name / Number: \.. GRADE GRADE i c 2000 COMPACTED 1 N E ' SE PLAN FOR iv RE -BAR QUANTITIES 0 w PI -' FILL m FridayeSeptember 25, 2020 SEE PLAN SEE FOUNDATION � KAPROJECTNUMBER: SEE FOUNDATION PLAN PLAN 16"�;�� FOR FTGREQUIREMENTS � v 20-6603 s a � Sheet: S 2 Of: WS01 TYPICAL WALL SECTION - 8" CMU a/a"=1'A" S a WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-01, TYPICAL FRAMING DETAILS 1 .III SEE TRUSS PLAN FOR CONNECTION c FRAME OUT TO y (— BLOCK EDGE w Ia , m d 2 X 4 #2 SPF KNEEWALL WITH ' R-13 INSULATION AT EXTERIOR STUDS @ 16" O.C. W/ WOOD FRAME WALL PER FBC STRUCTURAL SHEATHING ON o BOTH SIDE FROM TOP OF WALL AND ENERGY FORM SUBMITTED o WITH PERMIT APPLICATION .N TO BOTTOM OF BEAM, ATTACHED , (WHEN EXTERIOR WALL IS �^ PER NAILING SCHEDULE. EXPOSED TO INTERIOR SPACE) FL SEE PLAN FOR BEAM SIZE I L BUILDER FRAME L' 0. RADIUS AS REQUIRED u u I 11 11 I t 1 ° r T�`J rrl 2x BUILD -OUT BEYOND %`�� , II Aqi 1 I c gVO • , � R WF38 KNEEWALL @ ENTRY FRONT WALL24 sj,)v�O 9 _ J PROVIDE 2x4 ON TO � e •, y'(.. \C>,' � "' OF 2x8 TO BLOCK OUT 2 ROWS 12d @ r O A •• P U TOP PLATE ATTACH W/ 3" O.C. °- ��e9C L 0'••••�'r` a UBLE 2x4 c ie �� -" 0� r (2) 12d NAILS O.C. �� y (SOLID BLOCK w/ 2x6) TOP PLATE m Ili 11)1, N 2x4 STUD MTh P PER PLAN a LL ° 2x4 BEYOND AGAINST 2xS STUDS OP SPLICE $ 8 NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 .9 TO TOP PLATE W/ (4) 16d TONAILS (2) ON A. TOP PLATE S SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN E TOP PLATE W 8d 2 1 2" x 0.131 NAILS w * NOT REQ'D. WHEN QT SYSTEM IS APPLIED (SIM. w/ 2x6 2x4 w/ 2 ROWS OF '^ ti. N cc TOP PLATE TRANSITION s7uDs) 12d NAILS @ 3" O.C. s wti''' W g: F 4k PIPE OR DUCT W/ UBLE 12d N yq N—Z PENETRATION THRU TOP SPLICE o m m m M 8 a TOP PLATE w/ MORE @ Q m LL w vi THAN 50%OF TOP ROWS 12d �+`='g p�� PLATE WIDTH INSTALL @ 3" O.C. d• a Z L w o SIMPSON PSPN5162 W/ (12) 16d NAILS TYP. ;y7j ° ,� 8 s g W m OD m TOP & BOTT. N s.� � F 2'" +i ¢ a OTTOM SPLICE a'- ' s F ELML p c" 0 y NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS o g S a C) - TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD ,z �� 2 o SIDE TYP. TOE NAILS MAY BE SUBSTITUTE 6 °� YAMN.FD3ENG.COM I] 1111 (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1 2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED h z 4 _ Q o NOTE: 5 Z 0 PLATE LENGTHS MUST t Z LEAST 8'-0" LONG. TYPICAL 3 Q N WF17 TOP PLATE SPLICE DETAIL 3/a°=1'-0" In Z N (� 1/) (� m J L 2x8 SYP #2 M o TOP & BOTTOM ATTACHED W/ s 0 w (1) ROW 16d 2x6 SYP. #2 c �LrN) w cmN E r NAILS @ 16 O.C. RIPPED U a F� 0 E I j iraiai31� BOX HEADER DETAIL ST" LUCIE COUNT' * CRIPPLES MAY/MAY NOT BE PRESENT. socc a N ° m Qm Q IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION 0 12 9 IDAMS HOMES (1) JACK USED AT EA. SIDE Q EACH SIDE OF 2X BLK'G. O.S.B. OPENING G.C. TO W W/ 2 - 8d INSTALL (3) TITEN HD. INSTALL L ( ) TITENUALY EA. END (2) 2 x4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x6 LAMINATIONS W/ (2) X SPACED ROW OF STAGGERED 10d COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS PER SIDE INTO CMU AT (D=0.148', L=3'T OR EQUAL (DNEOINTO EACH 31/9' OR EQUAL D=0,1 2",LEAC=OUTSIDE FACE) 31/2")OR EQUAL JACK TO HEADER, NO BASE EDGE VIEW HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL TACKS KINGS JACKS KINGS SIZE EA END EA END EA END JEA END LESS THAN 4' (1) (2) I) 2 >4' BUT <9' (2) (3) (2) (2) 4 4 HEADER ANCHOR NAILED TO TOP PLATES, SEE ELEV. (TYP) -- •�--'=G i=r-+"-- 1:'1 kGsi HEADER&JACK PRE-ENGINEERED WOOD TRUSSES @ 24" 0/0 v FLORIDA CONTRACTORS UCENSE NO CRC1330146 HEADER SIZE N0. &SIZE OF UPLIFT CONNECTOR (SEE SCHEDULE) 3000 GULFBREEZE PARKWAY &GRADE RAFTER TIES EACH END GULFBREEZE, FLORIDA 32563 DOUBLE 2"x4" TOP PLATE y SEE PLAN FOR BEAM SIZE (Z) LSTA 30 v DIVISION LOCATION: NOTES, CONNECTOR REQUIRED 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4 PLY. PROVIDE 1/4"DIA. x 51/2• LAG 2"x4" STUDS @ 16" O/C PORT ST. LUC I E OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PL.Y) (3) 16d SEE PLAN ` 2) ALL NAILS PENETRATE AT LEAST 3/4' OF 4) REFER TO NOS SECTION 15.3 FOR SP4 AT 2X CRIPPLES @ 16" O.C. SEE SCHEDULE Job Information: THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. COMMON FOR WLL CRICKET AS REQUIRED 24" O.C. NAILS(TYP) W/ AND BOTTOM SP2 TYP. HGT. TOP AND BOTTOM 2-ROWS 12d NAILS - WF37 TYPICAL COLUMNS DETAILS N.T.S. STAGGERED@ FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) `r• F.F. OVERHANG CMU FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" orl eo ome�.a — S . PER S ' • �j 20 I/%II%%MY pollG• /i10 *. 1F� ";"No" .1" �• �1d1 . • ,�" • h. ... EACH , _• 4' 0 11, • •, • • j EACH END 12" O/C EACH N / * WHEN STUD LENGTH ' FACE OR 3-ROWS 12d NAILS STAGGERED IS LESS THAN 12" USE SIMPSON SP2 @ EA. STUD w' LSTA30 STRAPS AT EACH STUD WRAPPED OVER @ 12" 0/C FOR 2 x 10 OR GREATER APA RATED STRUCTURAL SHEATHING O TOP PLATE &NAILED HEADER MIN 7/16" FASTENED TO TRUSSES W/ N TO HEADER EACH SIDE 8d COMMON WIRE NAILS @ 4" O.C. FILL ALL HOLES IN DOUBLE 2 x #2 BOUNDARIES 6" 0/C EDGES & 8" o STRAP S.Y.P. HEADER W/ O.C. FIELD � z N c LI 1/2" FLITCH PLATE R-19 INSULATION AT EXTERIOR 10d NAILS @ HEADER. (U.N.O.) WOOD FRAME WALL PER FBC Uj rn 8" O/C TYP. AND ENERGY FORM SUBMITTED > 12 WITH PERMIT APPLICATION _ _ _ cv) Q FILLING AND BLOCKING AS (WHEN EXTERIOR WALL IS --- -' DOUBLE 2 x 4 REQUIRED FASTENED TO EXPOSED TO INTERIOR SPACE) CRIPPLE STUD HEADER W/(2) ROWS •'` TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS SIMPSON SP1 @ EA. STUD JW NOTED OTHERWISE a J M W U) 2"x P.T. PLATE MAIN SPAN ROOF TRUSS `� Model Name /Number: 1/2" X 8" "J" BOLT 2 x 4 STUDS TYP. @ 24" 0/C MAX SIMPSON HTT4 W/ (18) UPLIFT CONNECTOR N 2000 ICMU 16d NAILS &A 5/8" 8" x 8" x 15" K.O. (SEE SCHEDULE) Plan Issue Date: EXPANSION. ANCHOR BLOCK W/ 1 #5 CONT.VF W/ 6" EMBEDMENT U.N.O. OR81/2'AT GARAGE Friday, September25, 2020 CILVG STEP DOWN CMU WALL gV KA PROJECT NUMBER: Tt * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING P.T. BOT. PLATE m 20-6603 - NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. i WALLS WITHOUT UPLIFT Y WINDOW OR DOOR OPN'G N Sheet: �-� or: WF42 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" MS18 RETROFIT WALL OVERHANG DETAIL N.T.S.WF39 TRANSOM DETAIL AT ENTRY WF09 WALL HEADER DETAIL N.Ts• TYPICAL WALL DETAILS U *DIAGONAL SPACED AT 20'-0" O.C. MAX i SAME SPACING AS BOTTOM CHORD LATERAL BRACING - TO BE LESS THAN OR EQUAL TO 45° MINIMUM 2"X4" _ 1' CROSS BRACING •;,.-- (SEE PLAN FOR .,! - LOCATION) BLOCKING I I H 1 1 1 _ I C (3) 12d , 1 PER JOINT 1 CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS X�RACING - 2x4 SPF OR SYP CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING w/ (3) 12d @ EACH TRUSS WEB is d 3 M mp m Y T113101 TYPICAL CROSS BRACING DETAIL N.T.S. T602 TYPICAL CROSS BRACING DETAIL N- s• 0 � TnenTT,T TOFi/3C�4� PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. m ♦t��`, DNS •'•Q `a�Q�' BETWEEN TRUSSES W/ (2) 12D a 6h N. 9 C NAILS EACH END TO TRUSS TOP g� j .: CHORD O 0 q TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING r `$ y�iA'• SF. O"• L WOOD TRUSSES AT LEAST ONE TRUSSTRUCTU v Tz. ,r RL A --'---• PACE f `1 G.T. SHEATHING �Ila9T'z ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 1:7 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING ACK - - - - OF HIPPED TRUSS W/ 0 v SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. T MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) 5 (2) 12D NAILS MINIMUM (3) 12d LMINIMUM T N Eco g�. ti ROOF AT 12" O.C. MAX SHEATHING PER JOINT 2"x4" SPF OR SYP TRUSS BRACING SEE — *SPACED AT 10'-0" MAX c uJ� N m PLAN - 5 g � at a m J ��Am in a BETWEEN TRUSSES HIP TRUSS w „g a-9 wN aLiw -� SECTRl fig' Basm5 a Z e< 2%0 o Of I ­ too TB03 HIP / RIDGE BLOCKING DETAIL N.T.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. M wDO og Sa; ED svF LL t E �§ [e O O p N C CL JB Be Z o 3 WwW.R.>,4ENG.COM 0 Z y Ly pMo Y z O O z N N a � TRUSS NOTES: J a y 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1�2014 (MUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF BREATHING IS APPLIED, AND THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT ❑ _ jr jl BRACING SHALL THEREFORE BE INSTALLED AS IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSP-S. THIS CONSTRUCTION LOAD SHOULD BE LIMITED U In `1\ TO 8 SHEETS OFSHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT w /�///���, Q) W H 1 EVENLY OVER A LARGE AREA $O AS TO AVOID OVERLOADING ANY ONE TRUSS. 2- ALL BRACING (D6,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL E O g v A LATERAL BRACING SPECIfED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. O m uC/6 AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT C 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED ATTACHED DIRECTLY TO THE BOTTOM CHORD OFTHE TRUSS. DIR 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. - SEE TYP. TRUSS BLOCKING DETAILS C) N E 0 8 SHEATHING - L C ED 3 TO 4TRUSS x4 AB SHOWN W N TRUSS SPACES DIRECTONNATE a d wo Q.W A ZN DAMS HOMES RUS - -:. VERTICAL SCAB 2X6 #2 SPF 48" O.C. BEE 12} NAILS W/ (4) 12tl TOP &BOTTOM OR H5 SEC N TRUSS TO EA TRUSS T,w FLORIDA CONTRACTORS LICENSE NO- CRC1330146 OR HCLR/LL IN PLACE OF (4) JOD REQUIRED @RAFlERS GREATER THAN B'-0" vi 3000 GULFBREEZE PARKWAY "' FOR a GULFBREEZE, FLORIDA 32563 SEE PLAN WBLE TOP TOP BP�gTE PLATE CODE CODE COMPLIANCE PRE-ENG. TRUSS SECTION B-B DIVISION LOCATION: EEPLAN "`L ST LUCIE COUNTY PORT ST. LUCIE N CONV. FRAMED RIDGE 'B®CC � Job Info rmation: MAY BE NAILED w/MIN. VERTICAL SCAB A2 � (4)12d WHEN IT LANDS SPF (4) W/OM a NEXT TO PPE-ENG- TRUSS T OR HE O 2x8 BLZNG. NAILED 0 EACH TOP & BOTTOM OR `} SIDE W/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MTS12'S REQUIRED 0 RAFTERS GREATER o N B THAN 8' 0" N COLLAR TIE EVERY 3rd SHEATHI RAFTER (rY O 2X4 BLOCKING BETWEEN CB BEVEL CUTS (OPTIONAL) J N TRUSSES W/ 12) 12d NAILS ® EACH END, CONT- EACH BAY f� L6 0 j 1=) B TB 2X4 SPF W/ (2) #TX31/2" a � � a � WOOD SCREW EACH TRUSS ALTERNATING D8 OR H5 @ 4W O.C. " N C M BLOCKING PRE-ENG.TRUSS �'I C COPY > M 3 2 CONT- ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. `G Z /'y� 2 C> Y U • . . O SEE PLAN FOR CONNECTION Q JW/� o B O J coW V / U) 10 ti 2X4 P.T. BLOCKING BETWEEN WOOD • 2X842 SYP RIDGE BEAM DIAGVAT m TT —Model Name /Number: TRUSSES W/ (2}12tl NAILS @ EACH END AT e'TRUSS MAX� 2x6 RAKERS ®2'-0"O.C. - MAX. W/ 13) 12d COMMON WALL BELOW TOENAILS TO RIDGE BEAM RAFTERS FOR SPANS 1oDT14� 13 2O00 (SEE PLANS FOR TYPE) 4 Fr @ 2'-0D.C. MAX W / 32X4 S Col MASONRY H d . PlanIssueDate: COMMON COMMON TOE NAILS TO RIDGE BEAM 2XCoEL OR WOOD T &RING SUPPORT bi TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING Friday, September zs, 2020 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING 0 TT KAPROJECTNUMBER: r 20-6603 a Sheet: S Of: ROOF FRAMING T11306 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. AND BRACING DETAILS 6" 6" C \ THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" CIA 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. M SPA EVE n 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE sv„ 6„ 3^ 3" 3" Stun 3„ III — _ -111 III 1 Tri f r I ;•' 3" 3" 3„ 3" 3„ DOUBLE DOOR W/ SIDELITES )A /E m (PACE :VEN LY 6' 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-01V IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. O 1 c� TOP OF SLAB IN, Ile, II° 1 III- Ir - iT I ° e a v1 16" MIN. DIAMETER � ! 1 CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. SPACE EVENLY N AOODDa Il1aim I"i�■ NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS.6 PER SHINGLE. Vol Do O �deA� Undodeyl"°� ` A•` 61 Cool`'e 4000,90 add ndC G Rake 2 ,yyAOonk MAfal Edge T" z t0 U9e valley Bernadine ' SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED,AINTED BEHIND FLASHING FINISH AND EXTENDING A LOCATIONS MINIMUM OF 6" ABOVE LK VERTICAL FUSE OF FLASHING VERTICAL WALLONT. AT RNEEVI 6" X 6" H SAM FLASHING COW FLASHING DETAILS \�/ fl 8° HORIZIL./�IyII NOTE: THIS DETAIL IS REQUIRED FILASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF WIDOW % • ,' AND/OR SGD FRAME MIN.) GLUE STRIP W/ ADHESIVE SEALANT & SCREW W/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATIONOFWINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW, FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS " „ 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE WIDOW FRAME INTO MASONRY ,=' • \ JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH ° DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME .-". sY OTHERS 5HEA7HTN1G — SY OTHERS S PERIMETER ` CAULK BY OTHER$ O.A. WINDOW HEIGHT I.... exT�iaxaa 11/2" MiN. EMBEOM:ENT /—" •S WOOD SCRELU TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S R905.28.5 arm EDGE. P20VIUE URP WOE AT EAVES AND GABLES CL SHINGLE ROOFS, OVERLAP TO BE A MIN MUM OF Sin (76ce). GVC DRIP EDGES SMALL EXPEND Sin BELOW SHEATHING AND EXIEND BACK ON THE ROOF A MINIMLM OF an. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER OVER OR UI THE LNDERIAYMENT. IF wBTAI I FD OVER THE UNDERLAYMENT, THERE SHALL BE A MINIMUM RIG WIDTH OF ROGF CEMENT INSTALLED OVER THE URIP EDGE KANGE, URI? EDGE SINl SE MECHAHICAUY TARIA MAXIMUM OF 12r ON CENTER. WHERE THE Send AS DETERMINED M CCOWWCE WITH SECTION RWI.2.1.3 IS 110 MPH U77 KM/H( OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET U ,OSS Ted, ORIP EDGES SHALL BE MECHANICALLY FA UFFNFO A MAXIMUM OF 41NIFS ON CENTER Mammum Fastener 5pdtg Wall Framing; (lamb„ Head a2zlll #25prure/%ne/Fir �._...(„ . S" ..��.H 4" Or Bolter ,Silicone a 10 x 1.112" _ Screw a10I 9vewc Minimum Penetration GII Bead t-3/8•: Mounting Fin'.... - C mss Section V new Etterior Mery d Raced W04M ktidnaxn SlNmne fDaerlor5teatlllfq Mote: WeslroV remm=Me M ofYlseft siWorAe.MOsg tapes anesN/partsasstated anASTME2112.01, Howew,, due to variation In coda and bVIMIng types, It IsAst up to this and ~to detetmbm the pnimInshinAt on of these hems, LAVE 71-7, EdZI I S Ar V_R Before ,,,W ng yDIH I'ndOw, IDS bubble eep may be peeled back far inspwoor, but please ettlTk 0,,e wrap to praea the Ulo ,vs fNIP sra'xhe, and 011er :.may« unllleai,w4ioo i5 complete. Slop 1 Measwe to be som the opening is 319 to 1/2" lager than the window sift both venially and horhontafty. 4 YOU may wets in towdr8 the installation hales in the fin at this does. sire Aoksal ffrenlavl err ax nxneLVGsa7H Smp 2 Apply a generous bead of slicgw to the backside of the manning fin, Use enough sakane to shdfltlerdy fill all voids between the fin and the wall stusaffiffigi, Step 3 IrSatt a window Mo the opmbhg fan the mAwde. The willow is labeled "ice" and "oulode', but t those labestwve bean removed, the 9421 bud should a s be to to inside of the building. Step 4 ITstal shims under the all, ad)hstlg diem and the ur t Is plumb in me opening. Shims should! be Installed under the all every 2 feet. The widow dusud be baskai centered in the opening With ro move tan i/4"gap between the window and wall firm . Step S Imala#10x 1- Ysaew 4"famh the caner of the on at each anal of the had, all and both leads. Step 6 Instal the remaining f rstelren In S' Im mle from to corner saEwvs to the carter of each fame member. Use are not m own• Ughten the screws and pull them through the fin. Alm, melee We the mews go in straight and do not am the fame to bow. Wall framirgaAgAd be mlddum of #25pruWWrw/Fu, FastersawWd be#106news Ofsufitlmt length to achieve I ,318"plikeration Into the Vaal and we less than IIIfom edge of framing. In er oIfntoB3 a m P 42' 80" Sr 0r 74" 82" W 88" NuMperof lesteuVs 1 2 1 3 1 4 1 S 1 e 1 8 9 10 11 1 12 1 13 Stop 7 Rermue eGcess slikone Nquesue out" born around mein and Insped for holes or voids. Use sllome to fill any Inds. Step 8 If cleared, a foam insulation can be applied to the Manor gap Denson the window and wall fanning. If applied, #usmumbe the N bA+ EXPAA1010'G YYPE FOAM, Shep9 Since mere wisdom am typially used in rams w'th high mamae,Is; badonnow, it is rasommended mat the hderor gap between the window, and wall framing also be sealed Won stiore and tanked so as not M Interfere with the iraaaatm Of wallboard, tie a trim. step to Once all construction is Complete, remove the bubble wrap flan the inside and outside of the window, If necessary, dean tiha Mocks won a mild deter t and Warm water using a. soh cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: E 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. a 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. w 2l - 1 1 m N 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. e in 0 Do SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATIONgH. og� AND CALL OUTS. � t d, a-W"m s aw 9 R ic 6.8 LLllj w rfj Product Approval Submittal Affidavit 0 Building Address: Contractor: o �p $ x �a m °° Building Permit: o � o� S 5eg7 Product Design Manufacture Model # Attachment Approval #��'�° J Pressures Method WWw. esFNG.caM ❑ El El Roofing: 0 Go asimme DAD1st Choice COUNTY APP. IKO I19 ndustrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL7006.1 R-10 j Z_ o NAILS. 3/8" MIN HEAD, 6 PER SHINGLE. /\��/ Z W/ 3/8" MIN PENE7RA710N THRU SHEATHING O C ROOFING VENTS" N n 1QJ — li Florida Metal FLAMED FASTEN WITH 11 GAUGE GALVINVED RING SHANK ROOFING NAIL, FL21580.1 R-1 Products Inc, "Off -rid event" d E .L._L w v J� �^„�,; • ROOFING UNDERLAYMENT: n} u 2 o W 01 c 2 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-R8 P 3 IC T ATTACHED IN ACCORDANCE WITH R905.1.1 0 E �� C4 — 2nd Choice � U —aE m w t o f� II y� Overhead Garage Doors:an - as = a v C 1st Choice +30.0/-30.0 CLOPAY 18W� 2'x6" P.T. WOOD JAMB WITH FL16546.1 (5) 1/2" DIA. x 8" "1" BOLTS m 3 46 OD Q N d 2nd Choice +30.0/-32.0 CLOPAY T3W5 FL15279.36 Swing Doors: 16nnuu �am amemDAMS , IDM 1st Choice +67.0/$7.0 TH ERMA TRU-CORP. GLAZED 2%BUCK ATTACHMENT TO BE ATTACHED WITH 3" FL20461.1 m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 SS OR INSWING TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL v 9nd Chr11RA +67.0/-67.0 THERMA TRU-CORP. FLUSH OUTSWING FL20461.19 4 1 REATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 3000 GULFBREEZE PARKWAY TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. TYPICAL ALL4SIDES) GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: +0/-146.3 The Tapco Group 7" Staggered (NSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING FL20403.1JR9 PORT ST. LUCI E Shakes NAILS III LONG WITH 1/8" DIA SHANKS & 3/8" DIA. HEADS AT 10" D.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N.A. N.A.m SHALL BE BEYOND WALL DRESSING a Job Information: +40/-50 MI WINDOWS 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCDN FL 17676.1 Single Hung (fin) ANCHOR WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS g m 3540 SERIES +401-50 MI WINDOWS Sin Singie Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2X BUCK USE #8 WOOD SCREW OF FL 17676.8 R9 'N SERIES +50.0/-50.0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE III INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. N O Mullions: pa v 8 F— 0) TH 1st Choice MI WINDOWS M-1926 Vertical IMuIIIon I FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE 3/1-W TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A FL 18504.1 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUMF LL 'g 1 ' O > ,-. Q O1 M-1926 Horizontal FL 1.5804.2 EDGE DISTANCE as L1..1 N 0 R Fixed Glass•• FIL'ito ` cH 3 s•y� O 0. r W^^ O-' 1st Choice +50.0/50.0 US BLOCK 825 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 11,4" EMBED. TO ALL FACTORY DESIGNATIONS IIIR3 2nd Choice WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD m JW BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 5 O J W s�sm� LE U 3rd Choice IE o d ¢ 00 Soffit: am...I Model Ne / Number: 2000 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED FIFIT VINYL 1 1/2" NAILS 10" O.C. IN I DIRECTION OF SOFFIT LENGTH FL16503.4 R3 Hurricane Panels: Plan Issue Date: 1st Choice 46 PSF EXT/ HURRICANE STORM PANEL MR INC. 24" Ga. Galvanized DIRECT MOUNT. TOP 1/4"-20 MALE PANELMATE W/ 1 WINGNUTS AT 121/z" O.C. B0170M /4"-20 SIDEWALK FL16293.1 Friday, September 25, 2020 VI KA PROJECT NUMBER: 46 PSF INT. Steel Storm Panels BOLTw/ POWERS CALK -IN S 1 have reviewed the above components of cladding and have approved their 20-6603 use in the structure. (Architect or Engineer of record) Sheet: S_5 Of: Name: Carl A. Brown Certification Number: FI. # 56126 „ m Name: TODD M. BORN Certification Number: FI. # 82126_ MATERIAL Name: Luis Pablo Torres Certification Number: FI. # 87864 k 8 REFERENCE INFO (PSL) MECHANICALLY FASTEN As FOLD UP' WEATHER ''' BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH . RESISTIVE D WATER ROOFING METHODS GENERAL FLASHINGTO .. SELF -ADHERED FLASHING -. TEMPOrrARILY SECURE BARRIER DOOR ROUGH OPENING BE USED. R703.1 General. Exterior wells shall provide the building with a weather -resistant exterior wall envelops. The exterior WEATHER WINDOW UNIT wall envelope shall Include flashing as described In Secton R703.4. A water -resistive barrier Is described as a P RESISTIVE material behind an exterior wall covering that Is Intended to resist liquid water that has penetrated behind the exterior - BARRIER TAPE s EXTERIOR SHEATHING WOOD FRAME ED CONSTR.Ar BY LAPPIN DOWN FLASHING BY LAPPING DOWN OF APPLIED UNDER ADHESIVE ADHESIVE TO SLOPE in: 12.0 SELF -ADHERED FLASHING coveringfrom further intruding into the exterior wall assembly. An exterior wall coveringIs described as a material er g y' assembly materials applied the exterior side of exterior walls for the purpose providing a and OVER RIM JOIST AND UP AN THRESHOLD OF DOOR AND RETURN F DOOR 30 5 (0.6 Om : 30.5 cm) (0, u et barrier, Insulation, Or for aesthetics, including but not limited t0, venoere, siding, exterior Insulation and finish systems, t on finish Sys xwwl WALL BY 6IN. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fasoias. \WEATHER R703.2 Water -resistive barrier. One layer of No. 15 asphalt fait, free from holes and breaks, complying with ASTM D226 IL RESISITIVE BARRIER SEAL TOPS OF JOISTS SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. f TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 for Type 1 felt or other approved water- resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches (51 mm). Where joints occur, felt shall be tapped not less than 6Inehes (152 mar). The felt or other approved material UNDER DECKING and terminated at penetrations and building appendages In a manner to meet the be continuous to the w a 1 (SEE DETAIL WP07) SUBFLOOR requirements of the exterierenvelope q lope as described In Section R703.1. SELF -ADHERED FLASHING WIRE LATH R703.7.3 Water -resistive barriers shall be Installed as required in Section R703.2 and, where applied over wood -based Detail Instructions sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of HEAD FLASHING TIE-IN INSTRUXTIONS: RIM JOIST Grade D paper. The Individual layers shall be installed Inds pendently such that each layer provides a separate 1, Cut, fold up & temporarily secure weather Refer to the number marked as ®in each detail that corresponds to the flat continuous plane end any flashing (Installed in accordance with Section R703.4) intended to drain to the water -resistive resistive barrier above header to allow for flashing installation 2. Self -adhered hashing plus head flashing under weather BUILDING numbered items in the list of instructions below: barter Is directed between ilia layers. resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape .� O 2 1 O 22 PAPER 2 O 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper Exception: Where the water -resistive barrier that Is applied over wood -based sheathing has a water resistance equal to or greater than that of 60•minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize R703A Flashing. Approved Corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of SELF -ADHERED FLASHING Scale: NITS SELF -ADHERED FLASHING WP02 SELF -ADHERED FLASHING IWPO3 scoring cuts water Into the wall cavity or penetration of water to the building structural framing components. Sel"Ithered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER WPO1 EXTERIOR DOOR WITH DECK - SECTION A CEMT FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and bulldktgwallwltitasealantcoml complying with AAMA 800 or ASTM 0920 Class 25 Grade INS or greater for proper Joint adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1281, AAMA 91.2, or other approved standard as appropriate for the type of sealant. Fluid flashing in -applied membranes used as exterior walls shall comply with AAMA 714. The flashing shall extend to the EXTERIOR SHEATHING RUBBERIZED ASPHALT RUBBERIZED Minimum ) surface of the exterior wall finish. Approved corrosion resistant fleshings shall be Installed at the following locations: EXTERIOR SHEATHING -. 3/4"1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD ADHESIVE ASPHALT 6. Fold as shown by arrows i. Exterior and door openings. Flashing ADHESIVE 7. Angle of Comer may vary, adjust folding Of the flashing accordingly to fit g y y' j g g g y window at exterior window and door openings shall extend to the surface of the THRESHOLD OF DOOR AND RETURN 6". USE LIQUID NAIL BRAND FLASHING, SEE FLANGED WINDOW SELF -ADHERED FLASHING tight t0 Comer exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. REFER TO TECHNICAL UP JAMB OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPOt) 8. Mechanically fasten as necessary Mechanical) attached flexible flashlo shall Comply with AAMA 712. Flashing at exterior window and door openings Y gs be Installed in the following: LETTER ON CHEMICAL � SCORED shall accordance with one or more of COMPATIBILITY ' ! , RELEASE PAPER 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed In the SELF -ADHERED FLASHING, + ' (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where SELF -ADHERED EXTEND A MINIMUM 6" RELEASEPAPErrroe�aSE ADHESIVE As SHOWN) flashing instructions or details are not provided, pen flashing shall be installed at the sill of exterior window and FLASHING VERTICALLY FROM door openings. Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the BOTTOM OF exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall THRESHOLD MECHANICALLY FASTEN AS Incorporate flashing g or Protection at the head and sides. z s SECTION -A NECESSARY IN CORNERS THROUGH 1.2. In accordance with the flashing design or method of a registered design professional. (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.3. In accordance with other approved methods. ERED Q �-r� 3-4 In accordance with FMA/AAMA 1.00, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FLASHING /v2' 2 2. At the Intersection of chbmeys or other masonry construction with frame or stucco walls, with projecting lips on both SELF -ADHERED FLASHING 5 sides under stucco copings. NAILING FLANGE 1 4 © 3. Under and at the ends of masonry, wood or metal copings and sills. DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS UNDER DECKING 1 6 4. Continuously above all projecting wood trim. BOTTOM NAILING 8 (SEE DETAIL WP07) 2 7 FLANGE 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of woodfdame construction. 6. At wall and roof Intersections. SELF -ADHERED FLASHING IWPO4 SELF -ADHERED FLASHING WP05 SELF -ADHERED FLASHING (� W PO HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER V 7. At built-in gutters. - SELF -ADHERED FLASHING" DECK PROTECTOR SHEATHING 7/8" Cement Plaster 7/8" Cement Plaster in accordance with In accordance with -- ASTMC926 ASTMC926 _. --- SELF -ADHERED FLASHING PATCH - ;; - - '. _ Felt backed metal Felt backed metal lathe in accordance lathe in accordance SELF -ADHERED FLASHING with ASTMC1063 - - ': with ASTMC1063 DECK PROTECTOR '' • / Building Paper Building Paper I. 7/16" O.S.B. 7/16" O.S.B. sheathing sheathing 9 DOUBLE - SINGLE JOIST Metal Keep top edge JOIST SELF -ADHERED FLASHING Flashing Of wasp screed SELF -ADHERE DFLASHING 1 , l below top of r.. 2 3 1/2" block Unperforated - 3" MIN 4 Flange 7/8" Vulcum Weep Screed cauk bottom 2 O 5 , ,� joint only Maintain Metal Flashing Bottom of 2" 3-1/2"Unperforated SELF -ADHERED FLASHING W P07 SELF -ADHERED FLASHING W P 08 APPLYA LIQUID FLASHING TO THE MASONRY OPENING HEAD, JAMB, SILL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W PO 9 Weep Screed 1 1/2" to 2" Flange Weep Screed \HD.8362x;DECK JOIST OUTSIDE CORNER INSTALLATION OF THE SUCK/RECEPTOR. Above Roof Sheathing 1/2" Cementitious Decorative Finish o • • o, All inside and outside corner will •'•�• EXTERIOR WINDOW UNIT need to be miter CEMT. FIN. Cement Plaster cut and caulked all buttjoints need 'becaukedusing BUILDING PAPER SLOPE in accordance ii, E . EVIE'' 0.3 12.0 in SLOPE with ASTMC926 VUlcum caulk for Alt, C(' SLOPE 0.3 in: 12.0 in in: (0.6 cm : 30.5 cm) 0.3 in: 12.0 in (0.6 cm : 30.5 cm) over wood 2nd floor - `�' "'T`'uC (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF-ADHE RED FLASHING F---- EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 1/2" Cement IV V SELF -ADHERED FLASHING Plaster Finish WIRE LATH .-, Block Py e nge 1/2" Weep BUILDING PAPER BUILDING PAPER Cement o, Screed Plaster over block - EXTERIOR 1 at floor WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL 3 3 ONote: lath The building Pape( and metal t be installed Over the top of musHERED WEEP SCREED DETAIL SELF -ADHERED FLASHING i W P O SELF-ADHERED FLASHING FLASHING �FINISH W P 1 2 the SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD 1 CEMT FINISH WINDOW SILL nj CEMT PARAPET WALL Weep Screed. �fTOR r'rr 0����� h� ° � s.Q -F Q�.QJ •' SE•M..� i��si °w - LU .. A L a ow ° r�rOrdtlf Fto>t , a 04om g F L N w a � F ap L'u6 E9 v 0•• p Y ai 3Ni o- W Wwto g�P 2Nd d i 3 U J p Etl 2 c . 15 B WWW.FDSENG.CON ❑ ❑ ❑ W U Z M - 0 0 Z N 00 a 3 V I 1 -to Z 1­ to (D M Vl � LL i� W II 0 w � c o U � S p d r Ci A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: O Z LO m W 0 IT m / E � Z �Neb 0a O J Ld Z:) Cr-:, J W 0 y / 00 ti Model Name / Number: 2000 Plan Issue Date: Friday, September 25, 2020 KA PROJECT NUMBER: 20-6603 Sheet: W P Of: WATER PROOF DETAILS .fir---_..__—_-_- _ ` _ �. _ _ AW LIB c�v�RlwD � w ? i i r,Fac HaUJac — -- — --- - Sam -IT 42X42 A/I! SLAB s ka BY BLDR MIN = MASIER VAULTCLa 2' FROM WALL aERonM - = YIHMT CC&MG 10x6 1 cd - 0 ...... I - ------ - j 220 GR 6" !! I ! 148 lwcd' Y,w_rcLG. 1 l ! 1r 210 1 9 14x8 lwcd ' _ I I L_ c 90 10x6 I wcd m 8x4cd 6 itro an cLra : . 3 --VmE— I V kUL7' --- ------ = Ei. 41 wcd :. _ t 35 o-'s 12" BEbRQQM L« f - - u YAL�T CEILING -- 4x1 14xl4 rag u 5" bath duct iDINING 1a-0 FIAT to roof cap n 10' — x6lwcd 65 w/ standar 70 AM 61wcd cfm bath f "n=light _ Y LT /6'F 15 4x1 rag aw r 6 BUM lwcd ----- z�a " _. 1 65 - .N;w w ';I 1 Ox6 1 wcd 10"20EDR= 2q VALTCEILMQ 1Ox6 1wcd 4" dryer duct ::..::....:.....:...:SISK 10 rag to roof cap w/dryer vent box &3,xtnOf TA EQYER UIR y113TXMj >., VALA.T CLfi, .. LAM IN R `ir nu{ --E ., o r r1'T-'R. 20 raf`r x ; ra - 1 w - ' V/M1L7 Llti ___. fxT4E 5 bath duct 3 CAR GARAGE -� -- --=- - e 9 to roof cap w/ standard 70 2x12 rag 135 = cfm bath fan .___--------------------- ' ,I 14x$ lwcd -, AREA CALCULATIONS 9000 e_A3�P AK3 'Y �'g ' I 2.2c1ikTiL3 1at RIM^aSXr+ S.E. _ i i7flpfl tThJNR3vi• 'F X "Sl Y --- - --- -- -- Mu ES-.iE[G '.:t .. ... ,. .. TOVL LIMW,'.(AC) 2CC4S.r. NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW' DOORS TO HABITABLE ROOMS FLOOR PLAN a �rs�ss CCiPFF31} EMRY S1 45 S.F. Transfer ducts/grills sized in compliance WALE V4'=V-T QQVEREDR'k31Q,/LA" 2WS.r. with Florida Residential Building Code-M1602.4 El- EVAT10N A TJTJL AHFJS IINfTER ROOF 3t3 S.F. balanced return air. EXCEPTIONS 1-3 i Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r— 6 insulation value. v O � O v U L < — S m 0 U) W LU 0 LU cI3 Z 0 REVIEWED F0V VJ CODE COMiPLIANC O ST. LUCIE COUNTY W BOCr ' C/) (� 1-- Q O Q O -= CV 0 Q O m z0 r, O K3 d` o0 W a z FILL CUP C1 a o m W 3: < O99 Q L L ry���•� nn� � /D V ! C� C) Rating