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Home My WebLink AboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OIF' DRAWINGS R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BATTING 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. COVERING R703.7.EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. EXTERIOR WALL LATH ATTACHEMENT R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE 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 OVaR 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 GASHING 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/DOOROPENINGS. INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTIONS AT BUILT-IN GUTTERS. MASTER REVISIONS DATE I DESCRIPTION CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 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. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRECAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS &.FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS-REINFOROING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE As PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON STET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F' OF THE FLORIDA BUILDING CODE 611th. 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 MASONRY WALL CONST. 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. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270.12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO it". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL !REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL (REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, WHICH EVER IS LESS, REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL IBE 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 GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO i" DUI. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQC, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED 'OR .STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SEX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH ARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CON ACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.OE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE POR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G AC GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE, WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSS EXPOSURE 1 AMINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED WOOD TRUSSES 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 -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 WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 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. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3.COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND. SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. CODE CRITERIA 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 31&14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES -.(ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2015EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI7-10 ALUMINUM DESIGN MANUAL -2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLOOR WOIST*** LL/480 TL/240 *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" ** * TL MAX 1/2" GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSI ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD DL 7 7 15 25 BOTTOM CHORD.LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/. HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENM TOP CHORD DL 10 (PST) BOTTOM CHORD LL 0 (PST) BOTTOM CHORD DL 5 (PST) SPECIAL FLOOR LOADING GAME ROOM 60 (PSF) GOMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS 60{PSF) STACK ROOMS 150 (PSF) GUARD RAIL 0 HAND RAILS (d) 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PSF) ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® O W 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+j 26.5 (+) 26.5 20 (-) 28.8 0 34.4 O 50 (+) 24.8 (+) 24.8 O I © * (•) 27.1 O 31.1 I © Y (+) 23.4 (+) 23.4 100 (-) 25.7 (•) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'•0" x 7'-0" I 16'-0" x 7'-0" O 51.3 (+) 24.3 (+) 23.3 (-) 27.5 - 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES ISHT NO:I I'ITLE 1 COVER SHEET 2 FLOOR PLAN RECEIVED 3 FOUNDATION PLAN JUN 15,7070 4 ELECTRICAL PLAN 5 ELEVATIONS Permitting ee' artment ,icunty 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS 2 S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 I HVAC FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED. "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Engineer listed In the tltleblock of these ADHESIVE BINDER FOLLOWINGALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TTEN 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. 2. FOR. MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. Professionals clear InfO11T18Uo0. Every attempt has been made to 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 DURING BOND BEAM POUR. responsible for any plan errors, omissions,or misinterpretations CONTROL OF CONSTRUCTION SITE: " 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. undetected and not reported to the Designer / Engineer prior to 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 TO FOOTING). construction. All construction MUST be in accordance to the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'A"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 documents. Any questions re ardin g g the MASONRY AND (7),10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE information found in these plans should be directed to our Quality MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SDS SCREWS AND (5)1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, ORANY OTHER Assurance Manger at 321.972.0491 immediately. No backcharges PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER will be considered for reimbursement by the Designer/Engineer 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. without advanced notification and approval by the MISSED, CONTACT THE FOR FOR SUBSTITUTION. Designer/Engineer. Payments will be made In accordance to the terms of the agreement. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 W/ (26) 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 REFERENCES ARE SUMMARIES FO CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. HOMES Of Northwest Florida® 3 ,TOgq `��a°q°gyp ENS£ FS s,®pf s� Jay B'T h ;w OF �* SE ' A wN '.QC L.�90- ` >°rsAt s 1,11fit L0: N H miw gp III N r . it)� ap ['iIi a rLj o. gxpg F9 13Oa., ? Wys n. �v {gg ��SO 2 r m m b ¢' R U O J r � '� WJ✓W.R]5EN6.COM ❑ ❑ ❑ U m - `� S Z Z o N li lld�l - W u g U � � E O " a uon rt3 U w mNE O O U o 4dffiW e 4 nARwQ LSP%Rw=ad FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: 0 LLI y > �U) Z N to 3 M n Q J W z) _ImU)U) Model Name / Number: I 1820 I Plan Issue Date: Tuesday, April 28, 2020 KA PROJECT NUMBER: 20-3011 Sheet: 1 I Of: COVER a A 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B l A l +27.6 / -29.9 1 l ti ) +27.6 / -37.0 BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(06 TOP BOTTOM NO BW1 16" (2) S6d TOENAILS (2)16d TOENAILS SPF UPLIFT BW2 18" .SP2 W/ (6)-10d SPi W/ (%iod °.RF 402 STUD, (6)10d PLATE STUD, (4)1Gd PLATE BW3 1g" (2) SP2 W/ (6) 10d (2) SP1 W/ (6)YOd SPIT 803. STUD,, PLATE STUD, 4 10d PLATE NO BW4 16" (2)IM TOENAILS 12)led TOENAILS SYP UPLIFT. BW5 SP2 W/ MY101 SP1 W/ *iOd 16" STUD, 8 10d PLATE STUD 4 10d PLATE SYP 439 (2) SP2 W/ (6)10d SP1 W/ (6}10d BW6 16" STUD 8 10d PLATE STUD, 4 SOd PLATE SYP 878 NO BW7 12" (2)160 TOENAILS (2)16d TOENAILS SPF UPLIFT BW8 SP2 W/ (010d SP1 W/ (6H10c 12" STUD, (6) 10d PLATE STUD, (4)1Ad PLATE SPF 536 (2) SP2 W/ (6)10d SP1 W/ (6}10d BW9 12" STUD, (6)10d PLATE STUD, (4) SOd PLATE SPF 1070 BW10 12" (2)S6d TOENAILS (2)16d TOENAILS SYP 0 BW11 /6)100dd 12" STUD PLATE STUD (j) J.Od011 PLATE SYP 585 BW12 12" STUD, (e 10d PLATE STUD, (4810d PLATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP 0.... F WALL y- SEE PLAN �r MASONRYWALLOR ICF WALLSEE PLAN DS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR RAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH --SEE MSO3/S-1 FOR NO UPLIFT CONNECTORS ERG WALL TO INDICATED IN WPO9 CAN MASONRY WALL BEIGNORED. CONNECTION INFO 2x MIMPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN W-0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2" A.B 0 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 0 32" O.C. - 7/18" OSB PLYW'D d NAILS AT SEE GENERAL • FIELD AND EDGE GEN8EDMENT N0 E#8 BRIG. N . WALL DETAIL GENERAL NOTES 1. SEE FLOOR PLAN R WALL Z ASSUME 2x4 STUDS USED UNO. 9 FOR S E 2. ALLLSTRTIONST LUMBER SYP UNOONPLAN. STRUCTURAL C STUD AS INSTALLED EACH SNDIT INDICATED 3. CONNECTIONS TOBEINNECTOR C 4. SP0. SP6 AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF'BW' IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFOS/S3.10R INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO (NOTE: THIS 1 2 STORY PROJECTS ONLY) FIRST FLOOR CONNECTIONS.O IS S FOR S1A OJ I n WA I CON3IDERE A HFARYJALL DREQUIRES MIN. 6. F "SW" IS INDICATED THE LL S D S AN D 7 16" OSS PLYWOOD W 8tl NAILS AT 4' O.C. IN FIELDAND EDGE TO 1 SIDE OF WALL / 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR E IOR SHEATHING ATTACHED PER NAIUN65CHEWLE R SECTIONS FOR STUD SPACING AND GRADE LS. SEE FLAN ANDITH ACT AS SHRING 1 BW4 BW7 BW30 THESE WALLS ARE ONLY W N THE DWI, 8. IFTHE BEARING WALL IS INDICATED THE SUPPORTING THE FLOOR LOAD AND DO HOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE OADAND 00 PLATE AND THE 2. PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT .REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP7/SP2-ORNE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= 0.1A6" DM. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 is)2 x4Y2SPF (4)-16d TOENAILS 0 C2 (3) 2 x 4 #2 SPF D1T2Z W/ 1/2' WEDGE ANCHOR* & (8) 1/4" X 11/2- 2145 SDS SCREWS C3 (3)2 x 4SYP #1 -OR - (4).16dTCEmdmoww p (4) 2 x 4 SPF #2 DTT2Z W/ 1/2' WEDGE ANCHOR* & IS)1/4" X 11/2' 2145 SDS SCREWS C5 4x4 P.T.#2 ABU44 W/5/8"ATR" S_ W5 SYP POST Y & 12 -16d NAILS 6 x 6 P.T. #2 ABU66 W/ 5/8' ATR** G - J 2000 SYP POST &(12)-16d NAILS U-2300 8x 8 P,T,#2 ABUSE W/(2)-5/8"ATR** 0=24335 C7 SYP POST & (18) -16d NAILS U = 2320 3.5 A3.5 P.L. 1.8E Fb=2400 PSI HDU5SIM-5 W/ (14) 1/4' x 21/2" SDS WS & 5/8" EPDXY 5645 (WOUMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5SDS2.5 W/ (14)1/4" x 1.8E F0=2400 PSI OLMANIZED IF EXT. 21/2' SDS WS & 6/a" EXOPY ANCHOR, OR ATR*- 5645 C10 3-9 x 7 P.L 1.8E Fb-2400 PSI HOU8,5D52.5 W/ (20)1/4' x 21/2" SDS WS & 7/8' EPDXY 6970 (WOLMANIZED IF TEXT.) ANCHOR OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb-2400 PSI (WOLMANIZEDIF W.) HDU&SDS2.5 W/ (20)1/4" x 2 1/2" SDS WS & 7/8- EPDXY ANCHOR, OR ATR*** 7870 7 x 7 P.L. HDU&SD52.5 W/ (20) 1/4' x 1.8E Fb-2400 PSI 21/2" SDS WS & 7/8" EPDXY C32 IMANIZE13 IF EXT. ANCHOR, OR ATR*** 7870 GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT: 5- EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/6' ATR a" EMBEDMENT FOR 7/8" ATR 5. IF [01 COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION. IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (YBE) MAY 13E SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL VIA. / LENGTH PNEUMATIC GUN COMMON W. GUN APPUCATION NAIL DIA.-LENGTH NAIL SPACING ad 0.131" X 2 W 0.131" X 2IA' SE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 101 OR 12d 0.14W X 3" 0.131- X 3- SEE PLAN BLOCKING & TOE 0.14W X 3 M" 0.131• X 3+4" NAILS & TOP PLATE 12d OA48" X 3'A' 0431• X 3 54- a' O.C.(OOMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131' X 3" 8' O.C.(COMMON) STUD PACK 6' O.C. GUN NAIL COLUMNS d8d 0.182" %3'h' 0,131" X 3'A" (2)16D(COMMON) SEE PLAN (3)18D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H7 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET O(2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 11T FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET O(2)-2X1292 SYP SEE GENERAL HEADER NOTE #5 W/1/2"FLITCH PLATE THISSHEET H5 (2)-13/4'X 11114 ATTACH TOGETHER W/(2))ROWS 1/4"X 3112 LVL 2.0E Fb-1600 PSI SDS WD SCREWS a is' O.Q TYP. EACH SIDE H6 (2)-13/4-X 91/4 ATTACH TOGETHER W/(3)ROWS 1/4"X 31/2' LVL 2.0E Fb'2600 PSI SDS WD SCREWS@ 18- O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS RED. AT OPENINGS OPENING ZA WALL 20 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE. EA. END EA. END EA. END EA. END 1'-0" - 3'-11- (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 THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS LINO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS.. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/63 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" D.C. ALONG EACH EDGE OR (3) ROWS IF 240OR 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 (2) - 2 x 8 02 SYP W/ 7/16" CONNECTION: PROVIDE (2) Gas FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012' OR (2) SIMPSON HETA16 TO CMU A.C. TYR EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST ROWS OF NAILS d112" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE A COL U.N.O. ON ROOF PLAN. (2) - 2 x 12 42 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMP50N HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12" OR 42) SIMPSON HETA18 TO CMU D.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)-13/4- x 111/4' LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM ;.r�.,SIMPSON.L9TA24 OR (2) M TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4' x 31/2' SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS O 16' O.C. TYP COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2)-J. 3/4"x117/8'LVL 2.0E Fb-2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST OR (2) SIMPSON HETA3a TO CMU SCREWS 0Is- O.C. TYP. EACH SIDE COL U.N.O. ON ROOF PLAN. (2)-13/4- x Is- LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING 42) ROWS SIMPSON LSTA24 OR 12) 1/4" x 3 1/2' SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4- BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. I- m HOSE BIBB 4 N a CN to N m a `1 m 4 i0 12'-10" .. 13'-0" 8'-6" 25 SH (,113 5--4" 25 SH PRECAS - - OTTOM ® 6'-8" EGRESS - - - - - - - - - - - - - - - - - EGRESS W � p BEDROOM #2 C O LL� OWNERS B O VAULTED C O VAULTED CEILING 3 3 EILIN vauL�rcNG ¢ a 3 ILING" W m W c:3 DO ro ca 0 c2 - --- - --- -G.T. - - - ---- - --- _ ----- C -4" 4'.10" 0 1'-6" 12' 4" 2668 2668 H2 DBL 25 SH 1 X1 , 2868 q 8' CLG. t2'-O` N 1R/1SH �' , W � o U W/ BASE. PLATE A y JOIN BATH 2 J dD a m ATTACHMENTS GET BRG. WALL ao UP c W w W W VAULTED CLG ; m Of DETAIL 2068 3'-6" 5'.8" IFAMILY ROOM I ' 26 o 0 0 10' CEILING I 61.8. , 0" ° 2668 i x I ; OP I W.I.C. 6 WALL VTR ' q H a I 10' CLG. NI ro q ---------- __ __________________ ________ __-_f_____-_- e _ O -- ',BEDROOM #3 SR/iSH N OR _ 4 I O VAULTED CEILING 3•-8,• 12'-8" 13'-4" 4'-0" 3'-4" �.2---8"�Fr�1 O OWNE-`*O w i 3 X 5 BATH 2 J n " N Z "(2 � , 3,-4" F.G. VAU. SHWR �TED ClCL 1 � 5o Ln 5068 1 36" FLAT BAR - ,1 < N 8' CLG. ; w TOP ON 34rk" _ r � I I A/C WALL'--� --- I ----- ------------- N M 1R/iSH RANGE �, DBL. HOOD ' PROVIDE PLATFORM SINK FOR HVAC UNIT ip , . ' VERIFY SIZE WITH N MFGR I, Z�m DINING ROOM KITCHEN VAULTED CEILING VAULTED CLG. a > iq F AI 1 12'-10" 7.-4" 61,6" 3'-7., z W-5" -------- REFRIG J 1 � I J' I� a. III( �N NOOK z , ) L JJ I VAULTED CLG. r2668 L- - -i� CLG I I I' N 2.) N i Q ao I a i I L _ _ _I DEN FOYER "STEP DN H�A380 BEDROOM #4 : ' S 10' CEILING FOX W H � DRYER VENT VAULTED CEILING _____________ THRU ROOF ADD INVERTED MAX LGT 35' 0" ;PULL DN. STAIRS ' 22% x 54" HIP W/ B ELEV. , , ' WF39 .' M ' S3 H1 y m INCITE: APPLIANCE it BUILDER TO PROVIDE PROTECTION IF N A REQ IRED BY MUNICIPALITY. SEE HE 4 FOR DETAILS U /(22) 12-PEL EGRES LiITO ID 2 CAR GARAGE N 00 I. ;4 ION B' CEILING a 4 2i-10„ 6.�" S1 20'-0„ c01 EGRESS ENTRY 10' CEILING SEE ELEVATION FOR „ WINDOW SIZE & STYLE D S-3 BM � I 4 - LINE OF GARAGE DOOR- - - - M BM2 ELEV.--r-------------------r--- B" & "D" G.T. (ELEV "8" ONLY) , -16- SQUARE 9'-4" 2'48" '-4 COLUMN TOP @ 9'-0" C Q 2 1 ' CDO4 S-3 S-2 S2 I H , ' I 1 16 x 7 OVERHEAD DOOR 13'-4" 6'-4" 2'-0" 16'-0" 2'-0- 20'-0" FLOOR PLAN SCALE:1%4R =1'-O" ALL ELEVATIONS Z O6 W W W N VERIFY LOCATION W/ BUILDER CHOSE BIBB ZN a m © +26.5 / -28.8O +26.5 / -34.4 O+24.8 / -27.1 F +24.8 / -31.1 O+24.3/-27.5 O +23.3/-26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTINIATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME W/I Y ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING o ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR E STUD SPACING AND GRADE. g N MASONRY WALL 8 GENERAL NOTES E I ry R302.5.1 Door from garage Into house must be a S minimum 13/8- solid wood door, solid or 2 honeycomb steel door, or 20 Minute fire rated door. t Bathroom exhaust fans must vent to the exterior of r the building, exhaust to attic Space and soffits is not acceptable. Ventilation shall be permitted to exit through `- the soffit If solid soffit Is Installed 5'-0" on each side of ki the venting. R302.8 The garage shall be separated from the residence and it's attic by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. a Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch & (15.9mm) type X gypsum board or equivalent. Where g the separation Is a floor -ceiling assembly, the E structure supporting the Separation shall also protected by not less than 1/2 inch (12.7mm) v gypsum board or equivalent. m R312.2.1Window sills In dwellingunits where e th opening of an operable window Is located more than. 72 Inches (1829 mm) above the finished grade or g surface below, the lowest part of the clear opening N of the window shall be a minimum of 241nches a (610 mm) above the finished floor of the room in D which the window is located. Glazing between the � floor and 24 inches (610 mm) shall be fixed or have h openings through which a 4-Inchdlameter (102 mm) W cannot pass. 1sphere 0 R308.4.2 All windows within 2'-0" of doors and In o shower or tub areas will be safety tempered glass. li Ceiling for exterior entries and covered porches to have 7/16". span rated DEB nailed per zone on 2 roof diagram nailing schedule or 5/8' COX, 10 1X T&G acceptable for substhution. "t, EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) `- shall be weatherstripped and Insulated to a level 3 equivalent to the insulation on the surrounding surfaces. Laundry Note: (Unless fl0tetl Otherwise) Provide dryer vent thru roof max. Igt. 35'-0", washer & dryer units (washer unit to be always on left side when facing units) hanson box W 36" aff E Callings for exterior entries and g n a covered porches to be d o 7/16" OSB on underside of rOCf trusses Shall be attached to all framing members with 2x blocking c provided at PONmeter. The OSB shall be attached w/ Sd m nails at 6" O.C. field and 4" O.C. at edges or 7d Screw o shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer speclflcations AREA CALCULATIONS 1St FLOOR 1820 S.F TOTAL LIVING (AC) 1820 S.F. GARAGE COVERED ENTRY (BASE) COVERED PATIO/LANAI 396 S.F. 56 S.F. 137 S.F. TOTAL AREA UNDER ROOF 2409 S.F. I a 10 QMC LL LL LL smn gr� 8xk m myTd'^� W FS W a s o Q ��g arm�s Z CrR' LL G. LL! w o '4 � Z O wE5"S fB m 5 8 #@ 8 -1 G �a� [Zy � .I � WWW:DSMGDOM ❑ ❑ ❑ 0 To w Z r M M S Z Z ( r J D_ - s z a I x 'm 'I' -I w F E FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Jab Information: z (D 0) w N N 3 In y z Ip H-YUM a Q J W J m (1) (!) Model Name / Number: 1820 Plan Issue Date: Tuesday, April 28, 2020 VT KA PROJECT NUMBER: 20-,3011 Sheet: 2 Of: FLOOR PLAN I-) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REINF, )E-I -• FSEE PLAN III-IIhl10.:.1 II- REBAR REINF. SEE PLA #5 REBAR FM03 I THICKENED EDGE (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WAI RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M.EACH END,. TYP, GAR. FIN. FLR. (�) SLOPE MAY VARY 24" MAXIMUM DEPTH. GENERAL FOUNDATION NOTES IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION UNLESS NOTED OTHERWISE 1PROVIDE MIN. 6 MIL APPROVED. VAPOR BARRIER. ALL JOINTS TO BE OPTIONAL CURB FOR F F VARIES LAPPED MIN. 6" AND SEALED. MASONRY @ ELEV. 0'-D.' W/ (1) - #5 BAR CONT. 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR. MINIMUM ,75 LES OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE ""'�'- CONCRETE. IN ACCORDANCE W/ MANUi'S INSTRUCTIONS AND NER-294 -. �+'• FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. r ,• 2 STORY: 20" X 20" (' 3 • INDICATES FILLED CELL W/30DO PSI CONC. FROM FIR. TO REINF. N " W 3 - #5 CONT. BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FT( SEE PLAN , Y ,' DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 16" (2) # 5 REBAR 4 CONSULT W/ MANUR SPECIFICATIONS PRIOR TO POURING OR BEARING RECESSING DOOR SILLS OR SUDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE 1/2" =1'-0" 02 SECTION @GARAGE 112" = 1'-0" 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 SPECIRCATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) IN 1/2" 1'-0" 1'-0" 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. ALIGN DRIVE W/ BOTTOM OF RECESS &PITCH DRIVE (4i j 2 STORY: 20" X 20" 4" CONIC. DRIVE W/ 1/2" EXP W/ 3) - #5 OONT. JOINTS 10" O.C. TYP. 16.1 (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1 1/2' = r-0" 2X BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W (3)-#5CONIT. FOR MORE INFORMATION) ,f Ell _IIr- I 16 Bill I''ill I_I 1. ail 11 Ielil_II _III ell l =11.0" OPTIONAL CURB SLOPED GROUT SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" z W SEE PLAN ELEV. 0'-0" WITH CURB O H TYP. SEC. (1) #5 BAR CONE. �F S. I, (G.C. VERIFY) ;0 I I z F.REINF- :. F. (SEE PLAN) 2 #5 CONT. INSTALL LINING 2 #5 BENT BARS W/ MATERIALS PER N N - °. MIN. 25" LAP SPLICE FBC-R P2709.2 ' MUDDED FLR. MIN.' SLOPED TO DRAIN #5 CONT. FM14 SECTION @RECESS SHOWER 1/z"=1-o" FM18 TYP. STEP FIG. DETAIL 1/2' 1'-0- ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY #5 X 25" X 25" CORNER BAR ONE <O`T E FOR EA. HORIZ. iv REBAR, TYP. U.N.O. - (2) #5 REBAR A/C CHASE 4'. PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - 95 CONT.. FM19 TYP. CORNER BAR DETAIL i-1/2-cmr-o-I FM23 TYP. FIND PENETRATION 1/2"=1--0" STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM F.C. SPACING (O.C.) NUMBER/SIZE OF BARS LAT. HEIGHT (h) ST d 1 STORY d 2 STORY b 1 STORY 1)2 STORY IN STEMWALL 0'-0"-2'-0" 8" 10j, 16" 20" W/ (2) #5 BARS <674# 61-8" >2'-0"-3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 121, 32" 32" W/ (4) #5 BARS 845# 4'-0" - >4'-0" - 5'-4" 16, 16" 48" 48" W/ (5) #5 BARS CONT. 1162# 2'-8" & #5 ® 18" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. " SPACING (O.C.) r AA W.W.M. TO BE TIED TO#5 CONT.REBAR (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4LO" " (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. u FIN GRADE- 6" MIN. f TO TOP OF - STRIP FIG. COMPACTED CLEAN FILL IN MAX 12" LIFT3 STRIP FIG. W/ QTY OF "MIN. COVER tl REINF. PER SCHEDULE (3 SHOWN) FMASW I STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND F.C. ABV. FDN. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CANNOT BE USED AND -AN SPACING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO SEE NOTE TIE INTO VERTICAL BAR AND EXTEND OUT MIN. 4'-0" INTO SLAB/ STEM #9 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE C. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" h • O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" C. TALL (TYPICAL ALL CORNERS) 6. IF STEMWALL IS WITH IN 5'-0 OF POOL OR WATER FEATURE FOUNDATIONS . TO BE A MINIMUM 12" BELOW BOTTOM OF POOL OR WATER FEATURE. ,.SEE NOTE 5 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. S. R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS FOOTING SCHEDULE MARK SIZE' DEPTH REINFORCING GRAVITY CAP. DWI F1,0 7 1'-0" X CONT. 11-0" 2 #5 EW. DOT. 2000 F2,0 2'-0" X 2'-0." 1'-0" 3 #5 E.W. BOT. 7200 F 5 2'.5" X 2'6" 11.W 3.#5 E,W. DOT. 11000 F3.0. 3'-O" X 3'-0" 1'-0" 4 #5 E.W. DOT. 15600 F3.5 3'-6" X 3'6" 11-0" 4 #5 E.W. GOT. 21500 1EE4'-0" X 4'-0" 1'-0". 5 #5 E.W. GOT.. 28000 F4.6 4'-6" X 4'6" rd" 5 #5 E.W. DOT. 34500 F5.0 5'-0" X W-O" 1'A' 6 #5 E.W. GOT. 42500 F5.0 e'-0" X 6'-0" 1' -0" 7 #5 E.W. BOI. 61500 LEGEND Qp� - INDICATES SINGLE -STORY FOOTING r/J/1Jd -INDICATES TWO-STORY FOOTING -INDICATES PAD FOOTING 12' 10" FM19 3, 8" 4' 0" 3 TYP. a CORNERS N 39' 8" 13' 0" 13' 10" '0" 1'8" ■ ■ ■ ■ ■ --------- HOSE BIBB I FM11 i� ; FM11. ' 3 3 a ' F2.S I F2.8 v 1 80 , , 1. 1 ;TUB ;UNIT i W.C. IL ,I bT -------- w 1'11" 31" 2 8 ' pwp LU. 2 N 12 0" N c 2 k - --- r, ; W.C.' .r; ■ ■ �0. EN 1 "a a ; � II 3X5 I I ' � II F.G. I ' I�SHWR I) 1 24'811 rh 11 \ r-----. i D/W INK , 1 It w ; 12.1111 PROVIDE CHASE ' FOR HVAC UNIT i VERIFY LOCATION , ' O1 1 r 1 1 I , ,�y WASH I , �\I 1 301 11w, eD , I ,�ll , , -------------i------+,-`--------------- ------- - __------' Q FM11 ' FM12 i W.H.",.. 3 1 1 , , , , 1 1 1 m Z - STEP ON. 52h" 1 � 6'4" 1 1 M. 2 0 Gn , , I 00 W I • Q) C.J. o 1 1 `-------------------------------' "t - - - ■ ■ ■ U) N S , V � I , yo i 2' 8" 7' 0" 3' 8" O I ' ' et F2.5 ------ ----- c I ■ ' I , I , 4-1 FMo9 ■ ■ ■ ■ ■ 13' 4" 19, 8" -(2) #5 BARS W/IN EACH F.G. TYP. @ EA. 6' 4" 2' 0" l SIDE OF OPENING 39, 8" 16' 2' 0" 1. FOUNDATION PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS COMP. UNIT Ir n CHOSE BIBB F a W v a r I I uqej�� OpR� 'J\ �• ago ' * : p 04 CC A E OF �> a 00 a r_ giw LPG f ,n N W g o EAr °p �mre C8'�Vi VLmW O i m m 0) I< ■ii��+b�2 Lu 11 il. ni a e; 1.131 qgg 0 uj CC.w o (. yg YI �5m 3' S. C�p� C ro 1 s aaP 2��"af d �.a LL ' 8 S (9 0 -' p TO o gig ad o J r $ W .FDSDVG.CON 1111 ❑ g Z n W) Z ro g q J �(D N TO o E �0 w o 111ffV// C m YCC3 v C4 E _ 00 m c n�y �O" Q m om �� ® DAMS H10IMIRS FLORIDA CONTRACTORS UCENSENO.CRC3.3301.46 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE V1 Job Information: O N r m m c O o Y a g � W L0 EE UJ n M~ w S 120 ®y_yry3 L�./u :DLO m o _j E10 V/ Vd U- N 7 m ♦ Model Name /Number: 1820 ♦ Plan Issue Date: Tuesday, April 28, 2020 ♦ KA PROJECT NUMBER: 20-3011 Sheet: Of; o N FOUNWICIN PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL I GHTIN & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820 x 3 - 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,010 HVAC CIRCLI[[8 A/C ( AIR HANDLER & COMP.) 10'000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS 0 100% = 10,000 + 40% OF "A" = (.40 x 24,010) = 9,604 + 100%OF "B" _ (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 ASSUMED EDGE OF WALL q � 2x6 WALL (FLOOR TO CEILING) 2'.8" USE 2 RED HEADS TO ANCHOR WALL TERNATIVE PROTECTION BARRIERI N.T.S. TO SANITARY. SEWER PLUMBING RISER NOTE: ALL P _UMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR 11/2" VTR - - - - - - - - - - - - - - - - - HOSE BIBS INSTALL FAN INSTALL FAN BOX PREWIR�,l BOX PREWIRE GFl ��\-"- --- - ---------------------------- .',_rl INSTALL FAN I � /?✓ _.,_,BOX PREWIRE I I , , I I , I CM I i , ' I I o GFI o o I I ®'� I I , I / / ' o t- ,-� - / d INSTALLFANy� AA BOX PREWIRE l..l FAN PREWIRE � I mm I 2- .� GFl I I IG .'.' GFl_GFI _ ----- GFl------- GFl - - - - - - - 220 \ - ,' . ISP - - O I , FOR D/W p-� HOOD / p" , \ I, i I � p CEN.IOF WALL - ' cy Tj -------- ` 1 r ,41 1 Ii GFl GFII ) 1 / 220� , I — Idt PB ' ELECTRICAL GFl @ is CM PANEL 42" AFF 220 WH• ATTIC ELECTRIC I INSTALL FAN^ _ T \� +"I \ \ IF REQ'D BY CODE ¢a BOX PREWIRE �� L x co N Z I \� a 0 a I DOOR \ \ \, �+ a LL a ' I BELL µ+ i I , may{", Cj wEll WP I I GFI@ �Y GFl �5O� OF i{j} 42" AFF O m m a r FOR GARAGE Z m y 0 n DOOR OPENER I- O u 1w-vvam 04 ,I OCj O 1 / Z J O O m NOTE: =------------------------------------------------ KEEP COACHLTTES OUT too /, ' OF BANDINQUOINS, AND ;k .____________._________________ ROUND COLUMNS WHEN ' POSSIBLE REFER TO ELEVATION FOR TRIM. COACH LIGHT , I , I , COACH--------------------- LIGHT COACH LIGHT VERIFY LOCATION IN FIELD J U W IX c> a J W ELECTRICAL PLAN SCALE; 1/4" =1'-O" ALL ELEVATIONS DISCONNET WP ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12' AFF GARAGE GENERAL PURPOSE 42' AFF RANGE 2* AFF 2. ALLTRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY, ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) C-QMa NAnQA 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. S. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE, THE EXIT ALARM SHALL PRODUCE. A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN W IF THE OUTSIDE EDGE OF A SINK, THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBCR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND SMOKE DETECTOR SINGLE POLE SWITCH ® CARBON MONOXIDE/ 2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH % FLOOD LIGHT $4 FOUR-WAY SWITCH `/ U $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET o CEILING FAN 46 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT ' DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL T.V. CABLE OUTLET DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER RECESSED LIGHTING ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING TS THERMOSTAT BATH FAN 0 LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOORPUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND .WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 210 COPPER OR 410 ALUMN. IN 2" CONDUIT METER MA N DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER of # 8 COPPER TO RANGE INTERSYSTEM - # B TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WIITH CODE APPROVED CLAMP TO EITHER 8) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. w .$I m 9 F�wgg f. N ro NNNN LL a! 0 RB6 .8m e}}",, m 9r fi g g 0 8a g, Q 9¢LLm w 9 Vj €5 Fs O a J C a s cw[ #EB Z Z z , ro 3 OF sp09 in IL=� co a a 6 oD V o ro Z z n o z Z N n Ln W F o gEg 0 " Q rtz " ` = 50^y im Ln C)Qm ® F%AI urau�� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE ITI Job Information: 0 z 4) c O � `"I � LV + ` � 07 M a m N N z Iq .. > f—`SUm v'a Lo OM , ^ (1) Model Name / Number: 1820 Plan Issue Date: Tuesday, April 28, 2020 KA PROJECT NUMBER: 20-3011 Sheet: 4 Of: ELECTRICAL PLAN TOP OF BLOCK b ED FIN. FLR. LITE TEXTURED DECORATIVE CEMENTITIOUS COATING W'DOW HE D HGT ro iD 25 SH TOP OF BLOC 0 FIN. FLR. SMOOTH DECORATIVE RAISED BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE 48' OFF RIDGE VENT i DBL 25 SH 12 6 6 12 _TOP OF BEARING CD ENTRY PI 0 a SMOOTH DECORATIVE o BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE LEFT _mEVATION "B" SCALE: 1/4" = 1'-0" 48' OFF RIDGE VENT LITE TEXTURED DECORATIVE CEMENTITIOUS COATING TOP OF LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH 00 25 SH W'DOW HEAD HGT FlN_F DBL 25 SH 2868 FRENCH DOOR REAR ELEVATION SCALE: 1/4" =1'-0" DBL 25 SH 48" OFF RIDGE VENT HGT FIN. FLR_ 48" OFF RIDGE VENT RIGHT ELEVATION "B" SCALE: 1/4" =1'-0" DOOR STYLE MAY VARY REFER TO SPECIFICATIONS VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq Inches of venting needed equally for intake and exhaust Soffit product provides 4.12 net sq in/sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides 138.00 net sq in/sf Overhang distance 1.33 ft SA ofAreato be vented (SF) 2409 s.f. Total needed for exhaust for upper 1/3 578 netsginches Total needed for intake (soffit area, lower) 578 net sq inches Number of Off Ridge Vents for upper 1/3 needed 4 LF. of Ridge Vent needed (can be used in combowith ORV) 32 lineal feet of Soffit needed to meet required - 105 Lineal S. F.,providetl by plan 209 6 Eo RN. FLR. FRONT ELEVATION "B" SCALE: 1/4" =1'-0" 'gaao � t l Of j lit 'i 103 ao ® .ic O4 N 'C 7 H In 000 W Qryp c ta1 �; '80�v 0 J J w �p¢S�p �� Dt.INAO � LL LL m�am2 a;�LL wy ui w. -gB 0> � o: z w h �;] E 3 ° m IL w d a {? T! 0 d EcaN 8. 2m H'A W of �s �.w ° wmm.TDswa.ca4 ❑ ❑ ❑ d � UIo w z r- o N z O a o z 0c� ¢ '0 3 C J (L 3 a .9 z a t/I 216 $ Q1 E U � Ow to c m Le, OD 2 U`� Q �t C; N DAMS HOMES N C FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY a GULFBREEZE, FLORIDA 32563 z DIVISION LOCATION: r PORT ST. LUCIE $ V I Job Information: bp 0 1.. O N M p mEL F Y z 0 W N rn 3 Y3 z> m F _j Lu o v m V Model Name /Number: ti H 1820 o7V Plan Issue Date: Tuesday, Apol 28, 2020 VT a KA PROJECT NUMBER: v 20-3011 4 m Sheet: � Of: R SEE DEI G.C. TO PR( BLOCKING 1 W/ APA RE( FOR SPAN F 7/16" OSB, SEE"HIP/R BLOCKING" 21 z _a x " ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED(32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS 20'-0" MAX 20'-0" MAX TB03 Q EQ. W O CONTINUOUS BOTTOM CHORD BRACING 2 X 4 MIN. SEE DETAIL TB04— "X' BRACE SEE 4 )VIDE DETAIL TBOl v 0 COMPLY 4 3� :OMENDATIONS _ 'ATING OF - O DGE DETAIL O 0 Z W p C7 Q a O a EQ. TOP & BOTTOM CHORD GABLE END BRACING @ —/ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) -r BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED R EXTENDS OVER AT LEAST 90'% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs 4 Fr. 2 I _ I 4 Fr. I I x x x Oxx I I 4 x I I x x L � 5 FF.. 4 Fr- 2 I I 5 F i. 4 Fr. O2 I 110E 1 O `.O O , I 4 Fr. __ ` - 4 Ff. O 0 4 Fr. UO 0 ROOF NAILING ZONE DIAGRAM O NAILATBASE 2ROWS@4"O.C.W/8dCOMMON NAIL ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS @4"D.C.W/8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL OPENING PERIMETER @ 3" D.C. W/8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O NAIL INT. AT 3" O.C, W/ 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER NOTE: W/ 8d COMMON NAILS @ 4" O.C. 7/16" DEB MIN, (SHINGLES) SPAN RATED 24116 O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15/32" OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN A31" X 2 1/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8", STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16CPA x 13/4" STAPLES & 2" O.C. ON EDGE & 4" D.C. IN FIELD, FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32" OSB (2)- 2x TOP PLATE EXPO UR EXPOSURE! EXPOSURE! BEYOND SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM AT ALL PANEL BLOCKING Is" /a" TURNED VERTICALATIONS MIN 2 W#2 SS F FLITCH PLATE TO W/ (2) 12d TOENAILS EA END. NAIL FLITCH PLATE TO VERTICAL 4" I S /2" W/ (4) 8d NAILS I S 1/2" I ° (2) 8d NAILS @ 3" O.C. S /2" ALTERNATING STAGGERED SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING BLOCKING SECTION X-X "CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN, BOTH ARE ADEQUATE --——— - -—— — — — — —- II I I II II SOLID 2xBLOCKING @ ALL SHEATHING mEDGES(SEE Y1111111 0SECTION X-X)III II OPENING I1 II III I II II c III III III fall II II III II II II 2x STUDS w n _ —Ir III I I II III II II II ww BEYOND. W III I I I II I II II II SEE PLAN o L¢- IIII II U III H U oz — ml II a Iul II n n I W w L6m FL Q OL w N J W Z) 0 m W t7Ow O mO� r LL uj NWOO R LL N LL I HORIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL SPACING ~- 2x4 P.T. BASE PLATE BEYOND SEE PLAN TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES I N.T.S. a CONNECTOR SCHEDULE FOR: ADAMS HOMES -1820 ELEV 8 TRUSS ID BEARING TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLIFT FASTENERS -NOTES POINT UPLIFT DESIGN RATING C1-05, C1V-05V, E7, E7V, L/R -307#or less HETA16/PER TRUSS MFG. 1810# (9) 10d z 1-1/2" E7VP, H7, H7V COP, E3, H3 L/R -246#or less H10A/PER TRUSS MFG 1040# (18)30dx 1-1/2" A01- A06, A09, A10, D02 L/R -804#or less HETA36/HETA36 1830#11830# (9)10dx 1-1/2" (9) 10d x 1-1/2" 802 L/R -694#or less HETA36/H10A 1810#/1040# (9).10dx 1-1/2" (18) SOd x 1-1/2" 1810#/ 1040#/ (9) 10d x 1-1/2" AS 1; Al2 L/M/R -932 #or less HETA76/H10A/HETA16 (18)10dx 1-1/2" 1810# 1810#/1810#/ (9)10dx 1-1/2" 803-805 L/M/R -655 #or less HETA16/HETA36/H10A (9)30dx 1-1/2" 1040# (18) 10d x 1-1/2" (9) IOd x 1-1/2" A07 L/M/M/R -715#or less HETA36/(2)MTS12/(2)MTS12/ 1810#/1980#/ (28)30dx 1-1/2" HETA 16 1980# / 1810# (28) 10d x 1-1/2" (9) 10d x 1-1/2" (10) 10d x 1-1/2" A08 L/ M / M / R - 1859 # or less (2)HETA36 / (2)HT520 ( (2)HTS20 1920#/ 2620#/ (48) 10d x 1-1/2" /(2)HETA16. 2620#/1920# (48)10d x 1-1/2" (10) 10d x 1-1/2" TRUSS MANUFACTURER: DATE OF LAYOUT: DATE OF TRUSS CUTSHEETS: 8/27/18 L=LEFT, R= RIGHT &M= MIDDLE BEARINGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALLCONNECTORS ARE SIMPSON PRODUCTS m LLO I- ti ti r>— r- ti ti r>— ti ti r>— ti f N LLO m r>I 1 C3V C5V y�G CN m F RAKE FRAME BRG WALLS TO 10"-O" F > m C3V 1� C5V 1V A08 A07 3/12 VLT 10'-0" CLG �/12 VLT A06 �2 D T615 p S-4 (2) A05 A04 A03 A02 A01 A01 A01 10'-0" CLG 3/12 VLT A01 3/12 VLT 10'-0" CLG A01 A01 A01 A01 ODD SPACE A02 A03 A04 A09 10'-0" CLG 3/12 VLT A10 3/12 VLT -1 8'-0" CLG A11 10'-0" CLG C Al2 /�J > 04 C5V Tr- m > B03 C3 m m > Z ti 10'-0' CLG B04 U U w wRo 1 BRG. 8' 0" AFF g W/ KNEEWALL 1 w w w TO 10'-0" A g 8-4-0 TYP ® FRAMED HIP CORNER C1 TRUSS LAYOUT "B" ODD SPACE 8'-0" CLG D02 C3 V V w w w C5 C3 w CJ U ;cl 11 0 ,;. LC.1/µ =1L- (A) FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTIR5-MTENERB SPF SYP CCI4ECTOR A FAS-EFERE �F 9m A FRAME TO IEIAl6 W (g1 W x 1 1/T CH IIIHTAMwl(10)10dxI MA60NRY HETAWW(IaIWx1 V2' 1810 IS? IE66 187E © rPF To FRAME ID,bAW(10)SC NMS a� SBS HI /Aw/(IOJep WULS ]1] 56.5 © FRAME TO H10A W(Ta)lX1 x 11? lUtp 161E RTiBAw/(t7ltW xt l2' 06p 1E2E TRAME Ht0A2 Wpe)IOtlx11IT AT 2PLY TRU66Eb oW 1000 MIS 2 W(I6)10Ex 1 VTAT2 F1YTW&Se8 035 1060 O FRAMETO MT512 W(14)iWx112'(AT EXTERIOR &eu MTW12W(14 41,1(T(ATEXTERIOR FRAME LOCATION INCLJDE(3)12d T031a16) MUD LOCATION INCLUDE R)12tl roEVMLSI 1EW tts9 O FRAMETO MO{n/Iffi)11p NNLE NJD fi/B'A.TN. WIZ' y330 ,yJ85 MLGT16WR8)11MNALSANDNB• AT,R.W MASONRY CMBEDMCNTwi SIMFSON"SEr EPDXY 1T CMDCDMCNT WBIMPBCN'8[P CW%Y �� M05 OFRAME-IO MT620w1(24)l0dx' 12'(ATEXTEPoOR 124b HN2D W(2L)I Wx1'/T OAT EXTERIOR FPAMF LOCATION NCLLLTE(3)12ETOENA'LS 131E LOGTION IVfALDE (a)12tl TOENALS iTW 183E FRANF TO R) Id RI HTWtO ll448I10c x 1 IM(AT EXTERIOR FRAME IE AL LOCAI DN NCLVOE (0)12tl10ENWL9 IIWI4C1I UD R)I NSD 282E LOCANOh INCLUOL(6) 19d I OENAILS ILA) 2570 3060 HGT2Wi6)1D6NNLSAND(2)5W ATR. HIICT2 W(t6)10b NMl9 AID (2)8B' ATM GOFRAMETO MASONRY WIT EVBEpAEMWSIMPSON "SET• 1689E w'1TENEEDMFJiiW9MP9gi'SEI' 70" 9i90 EPDXY (IDTa FOR3-0LY7 EPDXY (I&1GT3 FOR 9-0LY) OMAMF TO FGTRW(18)1/4"xTSPV WOOD SCREWS 340E 4725 RFU&1N(12)WS3VVOODSOREWSAND MASON" AID Rl11111,111ENIMANCIIONBOLTS (4)8l4'xTVRUX3E-BOLT 7100 mum Woo),WSIF# OFRAMEro j MASONRY &09IA'x'!-ll4'TREN2 SEENO #6BEL0 17W 2030 02 FRAME TO MABCWXYT R)LGT2.OSC1W31M(Eia B(14J IA'x21WTITENDMYTRUSB) 3500'M aOWH& R;LWT2Wo1Cl GSNKERS&I1g 3100M 310DM OR ffi46F 37AF iN"x TVEDDEAOLT(2 PLY TRUSS) 38�F FRAME RB)16451NI0=RS FOR fRAMF (FA) gL(81118tl 91NKF(Lq FOR FRAME (PA) 4520.E OFRAME TO MASONRY! M LU73 W(24) VP x W BIDS SCREWS &(8118' x 5' TITEN(2 PLY TRUSS) 4730-M 6570.M RILUGTJw/(N)1A'z'2t12'WW5 64480M FRAME CRIED)' BESINIiABFORFRMIE(FA1 eE,OF 6886E SCREWS&(4)YB'xTWB(2MYTRUSS) gi(ppI 1pJ 9NIRA4 FOR FRAME(FA) n0I OBEAMTO HJJIOOPT MUGINA ON2&80 MD410CPTHNI01FwraSlW1ll0)iW M 80 BEAM L60)itl08(t011P1 lW1m NAL6 W1050 OBEAMTO HIA100PTHUC410w1(18)TITEN 0I4500 HD410CPTHD412FW(2g1A"x3" GaKs355 MASON" 1M•x2 a/4"&(1E71W naLs UN800 wEOC£N1CLT&(ia lob naLs U#NW L2 BEAMTO MASONRY! HUMS 0PI 111/C48 w/161'EdNML9& (12)11f X23IPTITEN(TOMASJ 041640 U93000 IN48OPT IIW8W(6)l0d NNLS& W1626 3F2016 FRAME OR (12) IM & R)1W (FOR FRAME) Law SYPF J#1155 SYRw (12) tA' x2314'TAPCONS(ro MAE.) OR (12)18d & IB) IM (FOR FPMdE) W030 3YP-F UN5D SVRIA TO R) 6ETAI 60PT R' HETA20 162E 192E (2) WA16 OPT R) HTA20 MOFRAME MASONRY t-PlYwl(10) 18tl x'11m OR 2385 1185 t.PI.v W(101'D1xI tIJ'OR t070 9FLY W112)tW 2-MYW(12)iW 243E HTEMI6 W(8)1M HALE MD (4) 1AM1114- WE 1110 HT'NM16 W(a)' M NAILS MO (4) 114"x1 Y4' tlg5 122E FRAME 10 WEDC£.BOIi OTAPCON9 N MA30NBY OR HT9M20w/(10110tl OR NAILSALD (4)1/4YZ 1M" Npp flt0 HTWM20 w111g1Eb NALJSMID (4)il4'xi 314" TAPCOVB WEDGE -DOLT 11D 122E ©PRAMETO H10SW(8)mx112NAILSAlDR)&8SU' MASONRY TIMID 180 91D TO DTT22W(8)t/4'xt l@"SDSWOOD OT&TZW(ol14'x1V!•WSl5WOOD OFRAME MASONRY 6CREWSANi(1)V2'BAT.REPDXIEDW IUS 2145 SCREWS AND (1)12'O ATR EPDXIED wI 1510 1835 SIMP9pN •BET'SEENOIEM 9'MPBON'SEf'(SEE NOTEN FRAMF iO '�'p W(26)16tl#1?NMLS ANDIIINPB HTT4GWIY6)1Wf!-1TNALSNVDIt) OR MASONRY AT.R EPOx1EDw'61MP60N"BET" 4375 500E W-9AT.R.BPDXIEDwISIMP60N'BEr 5W5 IEEE NOTE N BELOW) (SEE NOTE N BELOW) PRAMF TO HTT4 W(18) 1W a In' NAILS AN DII)N8"B NTTIpWIIB)1tldx21IT NA4'40ND11) © MASONRY ATREPDXIEDSEENOTE SIBP60NSEr 364E 4235 Uwe AT.R EPDXIED w/SIAPSON'SE 4'0 lSEE NOTE N BELOWR (SEES NOTE N SELOWI O rFPAMED H109 w/(24)10tl x1 LT na'-S 736 St0 WUT1 W 123)Sdxl U2'NMLS HIS 1045 OFRAME TO HMBAT.H)l'11/T SDSWOOD Rlt®,1W IB)lOdz1111'NNL38 MASONRY SCREWS&IS)1A"x2 V4'TAPCON6 7&D 760 (4)1A"x1L4'TAPCON6 1395 1395 VDT,d06)V4'xYWSWOODSCREWS8 OFHAMETO MASONRY 0)RTDA.T.R.FFJxIEDWSNIP90N"SEY MW 4W0 w IT VIN ENIIEDMCNT ro (7) VGT W (37)11499" SDS WOOD SCREWS OFRAME MASONRY &(2) 51WO AT EPDXIED VSIMPSDN 5170 718E 'SErwl IT MIN, EMBEDMENT OFRAME ToHDU43DSZSw1(10)'9'210SDSWOOD Yi3T W (1B) tA'zY' SDB WOOD BCREWBd 328s 4565 VUGT1SW(n)l05NNLS&HTT45w7(lSH FRAME SCRFWS&(1) Dar B AT.R. 1W NAILS&(1) Me' B A.T.R 419E O FRAMFro R)I4T3 wl (52)16R'x21T NML9& (2)HTT4pWIS2118dY21:T NAILS LHAME (1) We AT.R(ME NOTE #41 437r 5090 &1115I8'9ATR.(9EE NOT[#1; 5W5 geueoel C,wJN!/tlr"YNMCR� 1, CONNECTALL FLODR TRUSSES TO INTERIOR BEMING WOOD WALLS I DEA14S W(2) IN TOENAILS. 2, NL THl1BS TO TRUSS CCNIECNONS ME RROVEEU BY TRUSS MANUFACTURER, UNO DV MAN. 3. O.C. MAY USE ERH[R SIMPSON OR USP CONNECTIONS, SEE MNSONG PLAN TOR COiWCTOR CALL OUT. 4. FORBNGIFPI.YTRU6SE6,SCARONMh EIf TSYP#1J"1N"TOTRJSSWRTIC<I.WFBW())ROWSOF10c NAILS@3'O.C.STAGGFRED. 5. 12' W N. AT.R. EMBEDNENi ¢R` CMU BU6D BEAM U.N O. 6. SCASTRU55 LXONDW4'L'2x 9YP N11TNTCX CHORO LLMBERS�)w,R)R MlW@4'FRMMD84'OC. STAOUEREDSIBLE. AT CONNECTOR LOCIITON A6 M1N01 AS P09818LE. AO MIMMALCONNFCTORUNOONFRAMINGRAN 1. COY)EOnONrTI4.OR 00F/FLODRTNUSSESTOMABONRY wN1BILINrCL&K:FwALLe uNOON PiNi 7. VFRTK'AI9FORa1 FlODRTRl,53E9PMNIEL TO M0.9CNRY WALLS SEE 04T74.OR,83.1FPENDING WALLSSEEN MATnN FOR MORE IJAC)TOMA FOR ALFISL HIP JACK TOM 3. CONNECTION FOR ALLCMrINUOUSRIM BOARD MR 4. CONNECTIIXJFOR NJ-CIXJTINUOJSRIMBDaiDTY1TCP OF MASONR MASOH54GFW O.CMAX. 1AT EACH CONIFA.00. TO VFR.FVLOGTx]N DOE9 NOT CONF1JCTwrt# OF APPIJCAM.E) LAYOUT CAME).L YOLFt 5. COVIFCTAII.FlO0RTR1:55FS T01NTFRIOR BFAPoNG WpOD WgLI/BEAMSW ('1J 1]tl TONaIS BO MINMALCONI$C10RUn00NFRAMIWRLAN 1. COVNECTION FOR JACKTRU93 TO WOOD WALL OR BEAM © MIMMALCONNECTORUNOONFRAVINQMMR 1. CCNNECRCNFU9ALLTRl1SSESTOINTERIOP/EXIEMC SEAT WWCCOW&LSAMRSEMIB ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2.THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT DESIGNE R ER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL 0 '�'—METAL DRIP EDGE + SEE TYP. WALL - 2 x SUB -FASCIA o SECTION _ = ALUM FASCIA 2x4 P,T. FASTEN TO _ - C.M.U. w/ 11/2" LONG T-NAILS @ 2'-0" D.C. SECURE J-CHANNEL ®12" O.C. 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'=1'-0" c m FT ve N LO N go 5m H 3€ 'Ic ON R emm 2YD'" a € g elf - d � UnI 29Nm z Z O 1s 3 a=5 a��r m O O O m13 W °ISmm aT� N Za d i h 9 9 W WI.FWENG.COM ❑ ❑ ❑ W "m 0 Z M o z Z m �J Q o (D effin Y I w — Y z � N C0 w p , �— c Ln � D l77 (B F 00M U w 0 O Loi ' I�gj m 0) Co c In 0 0 Q -Ir a m DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 FVDIVISION LOCATION: PORT ST. LUCIE Job Information: 0 z0 « LO \ Y `0 m z N to > D F- m r O-1LLI� Ln o LL VI Model Name / Number: 1820 Plan Issue Date: Tuesday, April 28, 2020 KA PROJECT NUMBER: 20-3011 Y Sheet: ^ Of: 0 �\A" J1 N ROOF PLAN D FILC Illy ` I LINTELBEAM: _ 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 30M PSI GROUT, MIN. 25" oo LAP (ACI MO) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 Q LOCATIONS SHOWN ON THE FOUNDATION GONG. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25' (ACI 530) FOR MORE INFO TOP OF SLAB MSO2 TYPICAL SHEAR WALL SECTION N.T.S. TYP. TIE BEAM W/3000 P.S.I CONC. W/1 45 REeAR CONT, SIMPEON Soul W/(8) - SOd X 11/2 SP5 OR SP8 FOR 2s6 AND 2X8 WALLS DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONIC, W/1 #5 REBAR VERT. y INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2"x #2 $YP/SPF P,T. W/ (3) 1/2" X 8" "J" BOLTS OR (3)1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4' TAPCONS OR (8)27/8"HILTI TD(-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MSO3 FRAME (EXT/ aRG/SHF-A ) WALLT N.T.S. #5 REINF, 20" MIN. LAP BAR N #3 OR #4 REINFORCING 1J'p BAR #3 & #d LAP SPLICE 25" MIN. LOP #5 STD. 90° HOOK #b REINFORCING BAR #5 I AP BPI ICE SCALE:T"-1'q' 36 #6 REINFORCING BAR + GR{1DE 40 U.N.O. #6 LAP SPICE MS051 REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. ATTACHMENT RE UIREMENTS SEE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2SA" 12" O.C. 1 2 a 8 1/4" X 21A" 12- O.C. 2 2X8 1/4"X21W 12.O,C. 2 NOTE: TAPOONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. �PRECAST�___ ,LINTEL (2) BUCKS W/ i 1/2" O.S.B. e BETWEEN ; i �--FASTENPT 2 NAILER TO MASONRY e n e IF DOUBLE 2X NAILER IS USED, 4 USE 1/4"X 4 1/2" TAPGONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 I 2x BUCK DETAIL N.T3. ALL ELEVATIONS O O HURRICANE ANCHORS (TYP-) — I Posse AT TOP Mot N rSAD HR'0.GAR •r. saa7 r. 4 T a49R AT aOri01'I O0, o=utty. cAll ao*raN leascwclgo, 'rws•ACTiha� nxo . n Lw rvAewav r � wl,e TYPE DEBIGNA710N r = vuLtn uvr-mvm i u osoos, rW-104 L re ImAA AT am -on w �wm uvlx S1rFlro IT -IB/1 N's1alLL Y4DT+ J L euAetnry M b Na1MAL W.., aGpAa AT TC' MATERIALS 1. f'c precast lintels = 3600 pAl 2. t'c prestreased lintels=6000 psi. 3, Pc grout = 30DO PSI W/ maNmum 3/8' aggregate. 4. Concrete masonry units(CMU) per ASTM C90 w/ minimum net area compressive strength. 1900 psi. 5. Relear provided In Precast lintel per ASTM A615 QRSO. 6. Fild neon per ASTM M15 GR40 or GR80. Prosbaeshg strand Per ASTM A416 grata. 2701ow oftole en. 7. 7/32 wire per ASTM A810. 8. MmtO per ASTM C270 type M o S. GENERAL NOTES 1. Provide full mortar head and baljuints. 2. Store fined intels as required, 3. Installation of fired must comply wilt the architectural and/or strumuml cravings: 4. Unals are menutectured wl%g1/2• long notems at the ends to edoommOCISO verJgl cell minforang and grouting, 5, All llmsa meet or seemed L/360 venieal deflection, emm4x llntels 27'.4"and longer Wth a material height of 8' meet or emeed L/180. 6. Seldom field ended ecber to to located at the bottom of the Intel CBvny. 7. 7/32' diameter Who anmPe ate wielded to the bottom West far mechanical anchorage. 8. Cast in Otago conereb may W pmvwed In composite lintel In Ilea of concrete masonry WKS. 9. Safe load ratings based on retinal daffigi, analysts per ACI 318 and ACI 530 10.Untel min. depths are called out of lirtel den• If ccnVaclor installs a deeper lintel Than Indicated an the.Plen, doing this Increases fie saergal of the lintel ant is approved wlatout englnaenng altar. If a anMlon lime) Is installed comet[ FOR for Fppmal. SAFE LOAD TABLE OTES 1. All values bored on minimum 4• bearing. 8xcepaun: Seta Ideas for unfilled Linea must be reduced by 20%9 bearing length is less than 61/2'. Safe loads for all recessed linttols based on 8" no ninal beating. 2. N.R. - Not Rated. S. Safe loads are tolel WINIffirMsed eilowebie load On the section specified. 4. Safe loads based an grade 40 or grace 60 field rest, 5, Addi eel Wished Iced camdLY ten be outem d by the dasher by emitting addional reinforced masonry ad' ove the precast Ilmel. 6. One #7 robot may be sWstnuted for We 95 rebare, In 8- lintels only. 7. Tee dnsigrea -W "i lusts ooncsrRrWed lead. from Me sea load tables by caicuiadng the mandroum realinthig rrromart and shear at daway from the face or support. 8. For canposhe Intel heights no Biome, use safe bad from next lower h ngim 9. All safe loads In units Of pence per linear Toot. PRECAST'U" LINTEL W/ SCOOPS] CONIC, GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL UNTEL SCHEDULE FOR REQUIRED REINFORCEMENT R lR 1A" STD. 90 HOOK l� R HOOK -'ia; a°l h B STD'90 DEGREE—"._ flEBM ON BOTH SIDES OF OPENING U.N.O. PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID ..`. W/ (11 #8 BAR FOR ALL .... 8 x 8- x 16" CMt U,N.O. N.T.S. TYP. BOND BEAM 8, x8'x 3B"K.O. LINTEL BLOCK ALLW/3DOD P.S.I. GONG. W/1 #5 DIA REBAR INDICATES FILLED I CELL FROM FrO. TO BEAM WITH 1I* BAR MIN. TYP. DOWEL 25- MIN. LAP (ACI 530) Ifitiffifii,fj T0Fj 4f , Q • E N'S � .`` . �t�, g9a6d � •' D * . LU .. m#. • fit O¢ ,N lei v Wi' Q 3/ZgTJi9J8§.7yfAy"'. tO 7 h �Nm all g a �. tD pppp b &5 Y 1gp 0 �N LLLL Li 0 RI6� WA '^ tll € m 5 a ILi Q n Rol a a it za 2 o m m56gg Q�r-m C) Q s m,�-8 Wm ar off$$ Ef Ci 8 e O O 'l Q to F '1S WWW.FDSENG,COM ❑ ❑ ❑ v sin y Z N O m Z C0 3 Z c Q a 3 J a B —1 l�N Ji to IPi 0 as • V 0 i= € NO w2 DO D C m I I U i �. 0 S ^.! ° — Q 81 ALPAIKOHOMIRS N C FLORIDA CONTRACTORS LICENSE NO. CRC1330146 v 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a I DIVISION LOCATION: PORT ST. LUCRE Job Information: I a Op i � I a (D S Z y LO W �M > (D U c � N F—LO �Um a 0J m fI) to j Model Name / Number: y 1820 Plan Issue Date: Tuesday, April 28, 2020 g KA PROJECT NUMBER: 2"011 Y r sheer:. S 1 Of LINTEL PLAN 2x6 #2 SYP P.T. o SIMPSON HETA 16 W/ (2) %"x5" EACH END SEE FLOOR PLAN WEDGEANCHOR FOR BEAM SPEC. O OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X " 8 1 1/2" STEEL LAG BOLT �''•°'. -°I III,;•" W/ WASHER. MIN. 6 PER TRACK TO JAMB. • (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o II II � so "J" BOLTS WASHERS SET IN II C o FILLED CELL W/ #5 TYP. FILLED CELL E VERTICAL MIN. 5 PER JAMB. o a � II 11 SECTIONAL ' @ OVERHEAD N DOOR CONT. P.T. #2 WOOD SYP 2" X 6" 0 P. TRIM %�� 3 ``yUl11f I/FRB T O 'v r w^ 2"x6" P.T. WOOD JAMB y ``�QPOG�N IS i DOOR AND CONNECTION PER ® N 9 GARAGE DOOR MANUFACTURER GARAGE SLAB ; LuOD TYP. GARAGE DOOR N _ TRACK MOUNTING DETAIL @ on L'O o rBo' FBssa p NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS y 3 g'`+Gy°p3aei` DETAIL- UNLESS NOTED OTHERWISE H- u MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. 0 0 CD21 ENTRY CMU COLUMN/BEAM N.T.S. n g E m v `s 2 g � m iSm�y" W tea. i W �F�"S WmB n1 � a BLOWN w vi ®am a a ¢ -IN R-30 INSULATION PER FBC @i; AND ENERGY FORM SUBMITTED WITH m ` ~ BLOWN -IN R-30INSULATION PER PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) m R o O w @ s.n `� °' y m m FBC AND ENERGY FORM SUBMITTED 12 WITH PERMIT APPLICATION PROVIDE BAFFLES AT EAVES 12 FIBERGLASS SHINGLES OR TILE ROOF PER ELEVATION SEE PLAN ( ) o ` T °' 'L'a m d 15 " 1 n <-`8 p a ® S p SEE PLAN VENTED ATTICS) OVER APPROVED UNDERLAYMENT $ Ion 2 V O J (FOR PER FBCR 905,1.1 OVER APA o a g' yg g g a FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING t www.rosen6.can� ❑ ❑ ❑ TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT TRUSSES @ 24' O.C. (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF ,° Irk ` 0 '- NAILING SCHEDULE) v z (\„�'/) Z PER FBCR 905.1.1 OVER APA t~v ro g PRE-ENG. WOOD RATED STRUCTURAL SHEATHING (SEE STRUCTURAL NOTES TRUSSES @ 24" O.C. __ ' TRUSS ANCHOR (SEE PLAN) '' "-' " SEE PLAN FOR z a FASTENED TO TRUSSES PER ROOF - _ _ _ HT. Q NAILING SCHEDULE) 1/2" DRYWALL---'BRG. (SEE PLAN) ' TO BE INSTRUSS TALLED ON OUTSIDE FELT APLATPER OR • vETAL DRIP TRUSS z s FACE 3/4" P.T. NAILER 2X SUBFASCIAGE �r (TYP.) FRAME FOR BUILT-UP CORNERS min (3) 2x4 OR m / � I/1 (D < ( ) m ' 1/2" DRYWALL SOFFIT.•SEE ARCH. 4X4 W/ 2X4 POST UNDER EA rIL/ ~ tMETAL DRIP EDGE 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. n \O 1/2" DRYWALL CONNECT ALL 2x STU 2X SUBFASCIA CURTAIN NAILER r a x a x 16 K.o. 1 x 4 P.T. @ WINDOWS LINTEL BLOCK KEEP IN 3/4 FOR SHEATHING NAILED w/ 8d NAILS @ 6" AND LATH WITH O.C. E 11�1/}""�-'•. w Q Ix8 P.T. @SG.D. n O.H. W/ (1) #5 DIA. REBAR &1.10 FINISH LIP) _ TO TOP PLATE WLTH (4) 16d TOENAILS SOFFIT. SEE ARCH. „ w SEE ELEV. 3000 PSI CONCRETE (TYP.) ALL SIDES / ��\ O\ (TYP.) FRAME FOR COR- / OO // It Ri O 2 N o f^` PLANS PRECAST"U" LINTEL N c \OO NERS FOR NON LOAD ` w 00 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE SCHEDULE u a ° e° ° / BEARING SIDES NAILED (/v. ° v. ° o. o v ° ° w/ 16d NAILS C� 8" O.C. _ n v �o o qm OPTION, 15/32" OSB EXPOSURE I ON O.H. 1/2" X 8" J-BOLTS / / EXr. WALL W/ ALL EDGES BLOCKED. MAXIMUM Of (3) - 2X PLATES MAY BE (1) CENTERED EA. , (TYP.)4 COURSE HIGH A.F.F. DAMS HOMES ADDED BELOW THE HEADER W/ EACH SEE ELEV• SEE TB13 FOR NAIL ATTACHMENT. � CMU BASE FILLED W SIDE w/2" WASHERS � / / CONIC a PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" f PI (TYP-) w/ (4) VERTICAL RENF W/ STAPLE @ 2" O.0 EDGES AND FIELD. NAILS AT 8" O.C. NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. HOOKS INTO FTG & AT TOP 0 FLORIDA CONTRACTORS LICENSE NO. CRCIS30146 ALL BEDROOM WINDOWS. N REBAR W/ 3000 PSI OF COLUMN PLAN AI -Al d 3000 GULFBREEZE PARKWAY n CONC. ALL LOCATIONS u VINYL FRAMED WINDOW W/ SCREEN N SHOWN ON FOUNDATION _ GULFBREEZE, FLORIDA 32563 (G.0 TO VERIFY W/ FLOOR PLAN & FLOOR PLANS N a DIVISION LOCATION: LOCATION OF OPENINGS IN u r EXTERIOR WOOD WALLS, IF NO µ SIMPSON LSTA30 SEE FLOOR PLAN PORT ST. LUCI E OPENINGS ARE INDICATED, FULL r w/11.10d TO BEAM FOR BEAM SPEC. z ♦ Job Information: STUDS ARE REQUIRED). y & TO FRAME BELOW "", NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. Lno VINYL FRAMED WINDOW W/ SCREEN WINDOW STOOL < m T CEMENTIIOUS DECORATIVE FINISH 7/8" THICK PER ASTM PER SPECS PRECAST CONC SILL N C-926-98A n PAPER BACKED FOIL R-4.1 N 1 1 i m O 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL N ' o MORE INFORMATION). SEE TB13 1/2' DRYWALL / PER FBC AND ENERGY FORM Y '! EXTERIOR FINISH - i , 16 ON SHEET 6 SUBMITTED WITH PERMIT ELEVATIONS) APPLICATION R 7 N FOR NAILING INFORMATION FOR FOR d ` R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR 1 x 4 P.T. 17" IN CONCRETE - 25" = 1 1 ■ +o•• + 5 O) N m m AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER EXTEND (ACI 530) ABOVE SIMPSON HETA20 I E \ CL WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. SLAB. ALL LOCATIONS SHOWN WOOD BASE ON FOUNDATION PLAN w/10-10d TO COLUMN Al Al BUILT-UP CORNER MIN (3) 2x4 ' OR 4x4 8 � / 0) ,� ( U MIN. 6" FROM END - SEE WS07 WAD BASE POST ' POST w/ 2x4 UNDER ' m z m � a FOR TERMITE SHIELD � EACH END OF BEAM ' I-- SEE FOUNDATION PLAN FOR SLA8INFORMATION SEE FOUNDATION PLAN FOR SLAB INFORMATION a O J LLI TOP OF SLAB — - TOP OF SLAB NOTE: ', 2 X 4 P.T. PLATE + o J m `^ ' ^ BOTTOM STRAPS MUST B v! v! INSTALLED ON INSIDE OF Q ♦ Model Name Number: ' T GRADE GRAPE COLUMN. DO NOT BEND -, vT(>�,° m ( ,"• STRAPS UNDER PLATE. c °q�Q° �r �' '?$° v 61820 PLACE STRAPS IN FILL v y-,d ' ° 1 CLEANW COMPACTED SEE PLAN FOR CELLS w/#5 REBAR (TYP.)4 COURSE HIGH CMU BASE �• 'o ♦ Plan Issue Date: FILL 1 w "� It 1 RE -BAR QUANTITIES °, dl • ,.- II. ; ,.',,• jj ; •, FILLED w/ CONC - SEE PLAN FOR n SIZE. TOP OF COLUMN BASE - a" Tuesday, April 28, 2020 SEE FOUNDATION PLAN 16" SEE PLAN FOUNDATION 2'-0" AFF vVT KA PROJECT NUMBER: FOR FTG REQUIREMENTS 'I r PLAEN 20-3011 NOTE: DETAIL CV21 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL. UNLESS NOTED OTHERWISE T n o IN Sheet: S-2 Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1-0" WS01 TYPICAL WALL SECTION - 8" CMU 3/4"_1.-0" CD22 ENTRY CMU COLUMN BASE W/ FRAME ABOVE N.T.S. 0 TYPICAL FRAMING DETAILS m m ro m � w 1" SS5" 145 Q U (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D - 0.1ST', L- 3-1/2") OR EQUAL (D = 0.162", L= 31/2") OR EQUAL 1)) 40JACENT NAILS ARE DRIVEN FROM 3) FOR 4PLY. PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SIDES OF THE COLUMN, SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15S FOR THE THICKNESS OFTHE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) �r• F.F. NERHANG FOR OVERHANGS BETWEEN 5/8" TO 1 1/2- NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ] MS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH W/ 3" O.C. OUBLE 2x4 (2)12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL FXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1)SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED I STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50%OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z W/ (1.2) 16d NAILS TYP. TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W/ 8d 2 1/2" x 0.131 NAILS I* NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL /-TOP SPLICE -DOUBLE 2x8 TOP PLATE w/ 2 ROWS OF NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD VF17 I TOP PLATE SPLICE DETAIL 3/4"=i 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d)[V 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL * CRIPPLES MAY/MAY NOT BE PRESENT. IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLK'G. TO OPENING G.C. TO W/ 2. 2.8d INSTALL (3) TITEN HD. W EA. END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT 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 JACKS I KINGS JACKS I KINGS SIZE EA END EA END EA END JEA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 3 4 3 q CONNECTOR REQUIRED P4 AT (3) 16d SEE PLAN COMMON FOR WLL 2XCRIPPLES @ 16" O.C. 24" O.C. NAILS(TYP) W/ SIMPSON SP2 TYP. — HGT. TOP AND BOTTOM CMU- 0 L • . PERLOCATION---.6,I�� I//raj I/III �— �/ i..II ' 0,01 . / 1, `FF'•4. S111 I O.C.• • • ' .,III •,,� • EACH • SPF CONTINUOUS BLOCKING ©2x4 ATTACHED TO • :• NAILS. SEE DETAIL ABOVE ELEVATION FOR ROUND/ SQUARESEE • BOX HEADER--j EACH • WINDOW OR DOOR OPN'G CMU WF39 TRANSOM DETAIL AT ENTRY 1/2" = V-0" * WHEN STUD LENGTH 15 LESS THAN 12' USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADERANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12". O/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d@ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON HT74 W/ (18) 16d NAILS &A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 112" AT GARAGE STEP DOWN P.T. BOT. HATE WF09 I WALL HEADER DETAIL N.T.s. R-19 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC— AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. LINTEL NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO I BLOCK EDGE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE TBI3 ON , SHEET 6 STUD ANCHORING: STUD TO TOP PLATE: SIMPSON SP4 2 X4 SPF AT 16" O.C. I , i STUD TO BOT PLATE: SIMPSON SP4 ' 1/2" X W ANCHOR BOLT @ 32" D.C. 8" CMU WALL VF21 I KNEEWALL @ ENTRY FRONT WALL 3/4"=1 WOOD BEAM SEE PLAN FOR SIZE - TYPIC WALL SIMPSON HUC410 OR (2) HLIC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's w/(12)-16d EA. TO COL. ALT: (2) MSTAM36 STRAPS CENTERED W/ (13)-I0d NAILS Ea TO COL. TIE BEAM 'D04 BEAM @ RAISED ENTRY MASONRY WALL N.T.S ee ep1111t11B►BJ//. O..... . ..... a�- , o CV . 04 i Ab• ... x}i' I TJ N 7 a s egg W ti N 0M10 "spmgw F Ili m LL LL (J��Nm D 3I rn d tii -8m°. wqd 10�§m.� a w y j u 2.apypy.. Zama Z C, 'r C "a2M• E N d ��CNia 0E m m s�? ddddP L13L w ffi i< U 0 g a 1 j B V i $" 's111 Q Z it C, N_ 6 O r § ob VNAV.FOSENG.COM ❑ 1111 i s � o � z n � m Z B a o a E: — Y a N � Mi— , (U -- -� +� W h t y e I V 0 C) w " to c m t6 mm U -N E > (% Lo o Q 0 , DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: D O �z� e4 W N ` � `\ M y N , I Z LO Q JLu M o —1�e�e I..I.J V / V / LI') LL VI Model Name / Number: 1820 t iV1 Plan Issue Date: Tuesday, April 28, 2020 KA PROJECT NUMBER: Y 20-3011 N Sheet: S=3 Of: ti m TYPICAL WALL DETAILS U *DIAGONAL SPACED AT 20'-0" O.C. MAX - SAME SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN OR EQUAL TO 450 1 1 , -- /r MINIMUM 2"x4" CROSS BRACING (SEE PLAN FOR LOCATION)BLOCKING 1 . N i I m I I .0 M '.. I , N Q (3) 12d PER JOINT CONTINUOUS LATERAL BRACING. NAIL OVER X-BRACE AS SHOWN- INSTALL BLKG. AT TRUSS WEBS `o CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP o w/ (3) 12d @ EACH TRUSS WEB H n I Y; m TB01 TYPICAL CROSS BRACING DETAIL N.T.S- TB02 TYPICAL CROSS BRACING DETAIL N.r.S. `a�q[ITutFBq ` GI N S E • `s °O°°° •••••C(d�". PROVIDE 2X4 MIN. BLOCKING AT NE OF ENTER IE. agA BETW ENTR TRUSSES W/ (2)12D p10 $T NAILS EACH END TO TRUSS TOP `m CHORD E E O' S• prY N . m o• SjF CN S °°aG • `. �'• N A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACINGoC �. , a s WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP o T'lS illaas..ea. A _____ TRUCTURAL PACE m G.T. SHEATHING a m ADD 2X4 ALONGSIDE RIPPED 2X4 SYP#2 rn TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING ACK - "" OF HIPPED TRUSS W/ -o SPAN FROM EXCEEDING TRUSS HIP 12d NAILS @ 6" D.C. MAX 24" SPAN (EITHER G.T $ SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12dROOF °c AT 12" O.C. MAX PER JOINT MINIMUM 2"X4" SPF OR m La, SHEATHING SEE SYP TRUSS BRACING SPACED AT IO'-0" MAX E cm PLAN £=o - W w g w (p D N 0] 00 Q 2X4 BLOCKING mA9Fs� �� mrng HIP TRUSS m— BETWEEN TRUSSES '^� Qma SECT. A_A w §„ IL N Lyj O' ¢s o N.T.S. N.T.S.g TB03 HIP /RIDGE BLOCKING DETAIL T11304 TRUSS BRACING OVERLAP DETAIL (TYP) �• Imo 5 •� °8-IN ¢spa, LL U •.c$ W O J ® r WWW.FDSENG.COM TRUSS NOTES: w Z Z M 4 1, WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP3-2014 p_ (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND ` /•� BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE UNITED N c lV/ n z Y affima TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY II CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL w m 4J N Lu E LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXfMUM. c 0 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3.12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT U /A, — Lu 2 ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. `N O C m I(�\ S. PROVIDE TRUSS BLOCKING ATALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. Y Om SEE TYP. TRUSS BLOCWNG DETAILS .a SHEATHING m U N E j�yy 3 TO 4TRU55 X4CTSHOWN � ALTERNATE TRUSS SPACES DIRECTION c a V Yo RUS N q RR �n HOMES WANTS H®ME$ VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4) 12d TOP &BOTTOM H5 SEE TRUSS SEC ON :: TO JEATRUSSILS OR HCLR/LL IN PLACE OF (4I SOD Tjl )1 REQUIRED @RAFTERS GREATER THAN18'1�0' B-B 0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY SEE PLAN OU BLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING " GULFBREEZE FLORIDA 32563 PRE-ENG. TRUSS PLATE SECTION B-B TOP PLATE 7SEE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: 2x STUD WALL VARIES w ROOF SLOPE .\ PORT ST. LUCIE PLAN m CDNV. FRAMED RIDGE MAY BE NAILED MIN. \ 2X4 / Job Information: w/ VERTICAL SCAB 2x6 #2 SPF BLOCKING \ / (4)12d WHEN TT LANDS SPF 4B' O.C. W/ (4)12d \ BETWEEN TRUSSES / NEXT TO PRE-ENG. TRUSS 2x8 BLKING. NAILED 0 EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. SIDE w/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF (4)12d \ \ / / e REQUIRED w/ (2) MTS12'S REQUIRED 6 RAFTERS GREATER \ \ / THAN 8'-0^ \ \ / 2x4 SPF BRACECOLLAR 'if• @ 48" O.C. - NAIL W/(4) \ o \ 12d AT EACH END & m EVERY 3rdE SHEATHIN RAFTER \ \\ ALTERNATE DIRECTION c O \ 7F�0 2X4 BLOCKING BETWEEN CB BEVEL CUTS \ ` IT TRUSSES W/ (2) 12d NAILS (OPTIONAL) ® EACH END, CONT. EACH BAY Q 4) 76 / / �i C B 2X4 SPF W/ (2) #7X34/2" TRUSSES < +: LO ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN _ I E I ■ • • +�' � BLOCKING OR HS 48" O.C. / / I` PRE-ENG. TRUSS / / \\ E \ CONT. ROOF SHEATHING AT TRUSS TOP / / w 0 / CN N N !n 3 i STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ \ m L 2! •� m SEE PLAN FOR CONNECTION // // SIMPSON A34 OR \ \ 5 U a- B (USP MP4) @ \ \ / / 0 O J�./� Wr^ Z) A 2X4 P.T. BLOCKING BETWEEN WOOD �- 2X8 #2 5YP RIDGE BEAM TRUSSES W/ 12}12d NAILS 0 DIAGVATSTEEL 2'-0" ON CENTER \ \ / / 6. Lo J W V ) AT 8' EACH END MAXTRUSS 2X6 RAFTERS 02`0^0.C. •iE 2X4 SPF BLOCKING \ / K V BETWEEN TRUSSES of Model Name / Number: MAX. w/ (3) 12a coMMory @ 24" O.C. MAX.w/ WALL BELOW TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN \ / \ , (3)12d EA. END (TYP.) (SEE PLANS FOR TYPE) 4 FT @ TO" O.C. MAX W / (3) SOD / ,\ SEE PLAN 1820 E. MASONRY COMMON TOE NAILS TO RIDGE BEAM OR WOODi m Plan Issue Date: 2X &RING SUPPORT .NVI TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE Tuesday, April 28, 2020 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING VT KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION 20-3011 Y 2x4 S.Y.P. Sheet: Of: @ 16" O.C. � o ROOF FRAMING TBOG BLOCKING AND CONVENTIONAL FRAME DETAILS N.r,s. TB15 EXTERIOR NON -BEARING WALL DETAIL N.rs] AND BRACING DETAILS A 6" 5 G THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. 91 SPA EVE r% 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE lou 6„ 3" n 3" 3„ 3m 3" 3"t I I I 3" 3"J3" 6„ " DOUBLE DOOR W/ SIDELITES "A /E I i" 6m ;PACE .VEN LY " 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE IF-0aa IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. N� - I ---TOP OF SLAB M - I Op Z I n -Ih°I O z l ' 16" MIN. DIAMETER CONCRETE FOOTING 5„ SPACE EVENLY m A-Otoe", T' G a use in Son tm," ............................. SEA LNT u NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS, 3/8" MIN HEADS.6 PER SHINGLE. 8P.t 00 apse 3t°OW1ee GO,tas �P 2N° �caAe over too rake eaves about E H d-IP edee IS SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) EXTER. WALL FINISH AND EXTENDING A MINIMUM OF 6' ABOVE 6" X 6' H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PIASTER STO SEALANT ROOF SHINGLES 6" X 6' H GALV. FLASHING DETAILS 8° HORIZ. NOTE: THIS DETAIL IS REQUIRED FLASHING 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. T\/r%l r%A1 !1_- MIT 2/1[ INSTALLATION OF WINDOW n 1 1 P"1V 1 1 I V 1 L_1 V I 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. 161, C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME BY OTHERS SHEATHING= BY OTHERS CAULK BETWEEN FIN &SHEATH PERTER CAULK BY OTHEV95 O,A. WINDOW HEIGHT E/\T RIOA , e I'�lirl: Jill 1 f INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S DRIP EWE IF WOE Af EAVES AID CABLES CF ORS. OVERLAP TO OE A MIN MUM u EAVE DRIP EDGES SHALL EXIIND ]YEH 1HE DRIP EDGE FLANGE DRIP NECHANCALLY FASTENED A MAXIM WAD Framing: #2Sprua/PIne1Fk Or BaDer , #16xa4/2" Straw Minimum Penetadon Gtadeg8ead 1-318" Cross Semen View Mnirr. I ll2- Silicone Eateha.SAeathing -- piste¢ the blorYs kqm scratches and other damage until consoudom is wmplete. Slept Measure to be sue Ore opemg is 3/8"10 ll2"larger than the window au botti vemmlry and hodeontaRy. • You may wish to predRP the installation hills n the fin at this bane. 61e firepoitsbed hats /ame M"Cooft ft as ther arenpt Sep 2 Ali* a 9"InOt s bead at 0100(le to the ba"dil of Vie mounting 6n. Use maxigh Elkmle to suffiderAry fill all wits between the Bm80 the wall sheaml . Step 3 Insert the window Wo the opening from the ours'de. The window E labeled "elide" and °mmide',hut t these like6tmye been ramow:d, the Iasi bead should a be to the bskk of the buidli Step 4 Install shims under the 0, adluetbg them uma the unit is Plumb In the opening. Shinn Shoultl be i sued utler the sill evay2 hest. The window steed be baskal mnfered in to Opening with no more than 3 4" 2ap between the window and wall framing. Step S InsWIa#10x 1-1/2" screw #"From trecmner of the Bn at all end of the heatl,$Al and both jambs. Step 6. Install the Remaining fasteners In 8" m reme arts from the Miller screws to the center of adh fame member. Use care not to Owr- tiol n the strews and IRA them through the fro. Also, make sure the waves go in sliaight and do not am the frame to bow. Wall framing should be a minimum of #2 SpruWPi*FIr. Fasteners should be #10 wells of su fideht ta achieve 1-3/8" penetration into the MR and nolm than 112" from edge of framing. Fastener Quantities needed in each side of frame to adhlew 8" among of Fame Member 10" M' 26' 34" al• 5D' sr 66" 74" TIP FBI Number of Fasterrers 21 3/ 1S 6 7 1 8 9 1 10 11 11 1 13 Step 7 Remove eras dlinme our from amend the fin and loopeat Torholes a, wlds. Use silicone to fill any suds. Step 8 If desired, a foam insulation on be applied W the ateror gap between th window and wad framing. If applied, rsgmustbe ale NOR kXPAMDIM6 TYPE MAN.. Selig Since them windows are "Lally used in rooms with high m01sNre, le; bethrooms, IT 6 rewmnrended Oak the bHerk gap between the window and wall framing also be sealed wbm silicone and tooled so as not to Interfere with the Installation of wallboard, Ilea a man, Step 10 Onte all construction is complete, remove the bubble wrap frmn the inside and outside of the window. If neLesary, dean the blocks with a rid detergent and warm water using a soft doth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: j Product Design Manufacture Model # Attachment A royal # Pressures Method pp Roofing: f DAD 1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL7006.1 R-10 NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. i W/ 3/8" MIN PENETRATION THRU SHEATHING f ROOFING VENTS: Florida Metal FLAMC0 FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Products Inc. "Off -rid a vent" " FROM EDGE AbID 4'1 D.C. TypICAI MAX R21580.1 R•1 ROOFING UNDERLAYMENT: 1st Choice :==INDUSTRIES WOODLAND ITYPE II UNDERLAYMENTS-HVHZ UNDERLAYMENT SHALL BE APPLIED AND FL --- - R3 INC 1#30 ASPHA T ATU T D OR G C FELT ATTACHED IN ACCORDANCE WITH R905.1s 2nd Choice Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 73W6 18 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY 73W6 FL15279.36 a X 7 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-0ORP. FIBER 00 GAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 i 2nd Choice +67.0/-67.0 THERMA TRUFIBERGLASSDO OUTSWING FL20461..19 R BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM ; TOP & BOTTOM OF INTERSECTIONS AND MIN. 16' O.C. h 1st Choice +O/-146.3 The Tapco Group Iva rAL 11 UN ensILHIVLHS ARE GALVANIZED STEEL ROOFING F FL20403.17 Shakesered NAILS Ssh" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N.A. 2nd Choice SHALL BE BEYOND WALL DRESSING N.A. I Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FI 17676.1 R9 Single Hung (fin) ANCHOR WITH MIN, 1aA" EMBED, TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS _ +40 -50 / MI WINDOWS 3540 SERIES p Single Hung (flange) OF SUFFICIENT LTH. TO PROVIDE. 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #B WOOD SCREW OF FL 17676.8 R9 d 3540 SERIES ERIES +50.0/-50.0 MI WINDOWS Picture SUFFIENT LENGTH TO ACHIEVE 1%" INCH MINIMUM EMBEDMENT FL18644.3 R3Ondon n IN WOOD SUBSTRATE. ; Mullions: 1st Choice M-1926 MI WINDOWS Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 Mulllon 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 1a4 Horizontal M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE FL 15804.2 •� Fixed Glass" • 1st Choice +50.0/-50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR c< FL18644.3 R-3 WITH MIN. 141" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD E 2nd Choice i BE FILLED W/ 48 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. i Arfi ChnicP t 0 Soffit: c 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" O.C. IN FL16503.4 R-3 Hurricane Panels: 46 PS F EXT HURRICANE STORM a, Ga. DIRECT MOUNT. TOP 1/<"-D0 MALE PANELMATE W/ / Galvanized 1st Choice 46 PSF INT. PANEL I INC. Steel Storm WINGNUTS AT 12 f" O.C. BOTTOM i/a"-20 SIDEWALK FL16293.1 Panels BOLT w/ POWERS CAUL -IN I I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: Fl. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 ' It QW €R� *gym oLg�C106 00m�rn [i li ri j r3IU�a.1� w fA v,'c ry `q a E so: �Z< R� ga3�PPs mo itgEa �. mo®Z�a°cj. Q11 g.FRIm 3 $ e .w wtWv.FosENa.cau ❑ ❑ ❑ z h- W I Z N z tsp M o 4�zm� J a � Y r n a V!N 0Q i — � w � in r E 1 tJ N Uta6 p l o to c m i hell V C4 8LU �\ i A:R 00 _ N �. ob nn a O 0 DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O Iaa— Z n to LL.I rn w m V 1h L M N V z N to 4) > a1 a 0 J W A J m Ui (!) Ln P Model Name / Number: 1820 VT—Pla—nissue Date: Tuesday, April 28, 2020 KA PROJECT NUMBER: 20-3011 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) MU: COPY MECHANICALLY FASTEN AS /� FOLD UP WEATHER FLASHING H I N �..1 REQUIREMENTS NECESSARY IN CORNERS THROUGH / RESISTIVE BARRIER& WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS DOOR ROUGH OPENING �WEATHER TO BE USED. R703.1 General. Exterior walls shall provide the building with a Wsether-resistant exterior wall envelope. The exterior RESISITIVE WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4. A water -resistive barrier Is described as a >>� 13ARRIER WOOD FRAME CONSTR. s material behind an exterior wall covering that is Intended to resist liquid water that has penetrated behind the exterior _ covering from further Intruding into the exterior wall assembly. An exterior wall covering Is described as a material or TAPE EXTERIOR SELF -ADHERED FLASHING 3DHE BEAD OF CONSTR. SLOPE SELF -ADHERED FLASHING' SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 inassembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0,6 cm : 30.5 cm) barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, WALL BY 6 IN. UP JAMB L USE LIQUID NAIL BRAND PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fasces. pesevn,en uxxnow, OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WEATHER SELFADHERED FLASHING EXTERIOR for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such RESISITIVE CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND felt or material shall be lied horizontal) with the upper layer lapped BARRIER SEAL TOPS OF JOISTS f ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mm). Where joints ccur felt shell be I• es y Inche over the lower layer not less than 2 Inches I , lapped rrot less than B Inches (152 mm). The felt a other approved material UNDER DECKING SUBFLOOR shall be continuous to the top of walls and terminated at penetrations and building appendages In a manner to meet the (SEE DETAIL WP07) i'I, requirements of the exterior wall envelope as described in Section R703.1. SELF -ADHERED FLASHING N WIRE LATH R703.7.3 Water -resistive barriers shall be installed as required In Section R703.2 and, where applied over wood -based a HEAD FLASHING TIEINSTRU weather Detail Instructions etlon S sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of 1. Cut, fold up &temporarily securea wweather - RIM JOIST Grade D paper. The individual layers shall be installed independently such that each layer provides a separate d resistive barrier above header to allow for flashing installation Refer t0 the number marked as ® in each detail that corresponds to the continuous plane and any flashing (installed in accordance with Section R703.4) Intended to drain to the water -resistive 2. r elt-adhered flashing plus head flashing under weather BUILDING numbered items in the list of instructions below: barrier Is directed between the layers. resistive barrier 3. Fold weather resistive barrier back over head flashing and 10 1 PAPER 1. Install self -adhered flashing in order as shown by numbers Exception: Where the water -resistive barrier that Is seal with tape 8 2. Install flashing and weather resistive barrier to form water shedding laps or greater than that of 60 minute Grade D applied over wood -based sheathing has a water resistance equal to 0 V paper and Is separated from the stucco by an intervening, substantially 2O 3. Self -adhered flashing can be substituted for building paper nonwater•absorbing layer or designed drainage space. E 4. Split the release paper using the ripcord (Split release on demand, Scale: NTS W703A Flashing, Approvedpenetration ofwcorrosion-resistant water to shall in applied elan lmfashion In a manner to prevent en of SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING embedded in the adhesive layer) -for ease of installation and to minimize water Into the wall cavil or flashing g P FLANGED WINDOW W P 0 1 FWPO 2 W PO 3 scoringcuts used as flash) y penetration of water to the building rstructural products framing components. t the juncture membranes P. FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL) POTSHELF/ CHIMNEY SHOULDER ng shall comply whh AAMA 711. All exterior fenestration products shell be sealed at the Juncture wRh the ; 5. Remove all release paper per standard installation instructions and expabuildnsion wall with a sealant ion, complying with AAMA 12, or then C920 Class 25 Grade pp or greater for proper Joint adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 714. The flashing shall extend to the ar EXTERIOR SHEATHING 34"-1 ^ BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE surface of the exterior wall finish. Approved corrosion resistant fleshings shall be installed at the following locations: ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 6. Fold as shown by arrows VS 1. Exterior window and door openings. g openings shall extend to the surface of the ° v>®trtl lit THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the Flashing accordingly to fit p gs. Flashing at exterior window end door o eni re `` t fit REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND W exterior wall finish or to the water -resistive barrier Complying with Section 703.2 for subsequent LETTER ON CHEMICAL OR EQUAL WEATHERPROOF CAULKING (SEE DETAIL WP01) tight t0 comer Mechanically attached flexible flasht PIY g exterior window nt drainage. �� O• ?pRRE Bmj�, 8. Mechanical) fasten as necessary ngs shall comply with AAMA 712. Flashing at exterior window and door openings COMPATIBILITY SCORED y y shall be Installed In accordance with one or more of the following; .: RELEASE PAPER E e ��.'�-).f360. '•'v ,CV '-� 1.1 The fenestration manufacturer's installation and flashing Instructions, or for applications not addressed in the D $ •; t" k0 SELF -ADHERED SELF -ADHERED FLASHING, w ' IBEFOPEiOIDINq SCORE fenestration manufacturers Instructions, In accordance with the flashin manufacturer's Instructions. Where c FLASHING EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE g *. ti�. VERTICALLY FROM ADHESIVE A39HOWN) flashing instructions or details are not provided, pan flashing shall be Installed at the sill of exterior window and O ` i.. 00 BOTTOM OF door openings. Pan flashing shall ba sealed or sloped in such a manner as to direct water to the surface of the 0 * •: THRESHOLD exterior wall finish or to the water resistive harder for subsequent drainage. Openings using pan flashing shall a :.A `•. S� P� O� -`.n 9 MECHANICALLY FASTEN AS Incorporate flashing or protection at the head and sides. tl s 'Q F Fl�, , I SECTION -A a ♦ h^ '+ �; NECESSARY IN CORNERS THROUGH m �i O •t � O - � ✓�`^y (SEE DETAIL WP02) SELF -ADHERED FLASHING 12. In accordance with the flashing design or method of a registered design professional 1.3- In accordance With other approved methods. `v SELF -ADHERED L4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or w FLASHING O 2 FMA/AAMA/WOMA400. ~' SELF -ADHERED FLASHING 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both 8 NAILING FLANGE 1 5 sides under stucco copings. 4 3• Under and at the ends of masonry, wood or metal copings and sills. s SEAL TOPS OF JOISTS 0 DO NOT FLASH OVER 2 s BOTTOM NAILING $ UNDER DECKING 4. Continuously above all projecting wood trim. m FLANGE (SEE DETAIL WP07) 2 7 E ffi m gp 5. Where exterior porches, decks or stairs attach to a Wall or floor assembly of wood name construction. a gg S A SELF -ADHERED FLASHING �+ 6. At wall and root Intersections. q q $UO u SELF -ADHERED FLASHING WP04 EXTERIOR DOOR WITHHDECK WP05 HALF ROUND WINDOW WPOV °� INSIDE CORNER gutters. g� s" O �m 7. At built-in 1. SELF -ADHERED FLASHING ' $ s 19 a a: DECK PROTECTOR 'Z €.a a z O SHEATHINGg`� W w=mE ¢ m C v"yr Se,mno 3 011 n - - - 7/8" Cement Plaster 7/8" Cement Plaster e8 in accordance with E o In accordance with ° CI rn -- _ -- ASTMC926 ASTMC926 SELF -ADHERED ns� FLASHING PATCH I* Felt backed metal ' , Felt backed metal ~WWW.R�SENG.COM El El 11 SELF -ADHERED FLASHING lathe in accordance lathe in \ DECK PROTECTOR ,;r with ASTMC1063 with ASTMC1063 accordance e Z N m M CD Building Paper Building Paper -S Z o v i 7/16" O.S.B. 7/16" O.S.B. ¢ 0 \I/ I DOUBLE �,'/ , sheathing �; � ,�, sheathing SINGLE JOIST Z JOIST SELF -ADHERED FLASHING , Metal Keep top edge ///777 1tf1 VI l SELF -ADHERED FLASHING 1 Flashing of weep screed 0 W Q) 2" below top of 2 31/2" ,' block o E 3" MIN Unperforated .. U 4 Flange 7/8" Vulcum h �� ru o Weep Screed - _ cauk bottom ,.. .I. joint only SELF -ADHERED FLASHING SELF -ADHERED FLASHING APPLYA LIQUID PLASHING TO THE MASONRY OPENIN Maintain m U 0 So w E Bottom of Metal Flashing 7 �^( G HEAD, JAMB, SILL IN Q Wee Screed 3-1/Z UDperfofated 4 _ is \HO.8362x;DECK JOIST to IWP O / OUTSIDE CORNER W P O V ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 1 1/2 to 2° Flange 7/8" Weep Screed U p o a _3 ® C o C O INSTALLATION OF THE SUCKIRECEPTOR. Above ROOf 1 /2" Cementitious - ¢ to ° Dim Sheathing Decorative Finish A DAMS HOMES b • • o11 , All inside and 0i EXTERIOR outside corner will $ FLORIDA CONTRACTORS LICENSE NO. CRC1330146 v WINDOW UNIT need to be miter o. S CEMT. FIN. cut and caulked all N GULF REE EREEZE PARKWAY FLORI A 563 BUILDING PAPER Cement Plaster SLOPE in accordance buttjoints need to � r SLOPE 0.3 in : 12.0 in SLOPE with ASTMC926 becaulked using v DIVISION LOCATION: 0.3 in : 12.0 in over wood 2nd Vulcum caulk for all PORT ST. LUCIE 0.3 in : 12.0 30 5 (0.6 cm : 30.5 cm) ----_ (0.6 cm: 30.5 cm) floor (0.6 cm : 30.5 cm) Job Information: N SELF -ADHERED FLASHING WIRE LATH a SELF -ADHERED FLASHING EXTERIOR " 0 BUILDING PAPER CEMT. FIN. m O WIRE LATH SELF -ADHERED FLASHING 1/2" CementPlaster Finish 8 7 m WIRE LATH Block W N ro M 2 1/2" Perforated iu M BUILDING PAPER BUILDING PAPER Cement e' Flange 1/2" Weep > rn ° N '••o, Screed o Z kN Ln " , - > kc Plaster o m 'a over block 120 O J Lm o EXTERIOR 1st floor 0 J m COV J � Lo LL WINDOW UNIT CEMT. FIN. N Slab Install bottom edge of weep Model Name /Number: screed 1" below 1820 finish floor h v Plan Issue Date: h _ OPTIONAL DETAIL TDesday, April 28, 2020 Z Z a 3 g o Note: VI KA PROJECT NUMBER: 3 The building pape� o and metal lath Y 20-3011 W P 10 SELF -ADHERED FLASHING WP 1 must be installed corer the top of WEEP SCREED DETAIL Sheet: ot. SELF -ADHERED FLASHING SELF -ADHERED FLASHING o �� CEMT FINISH WINDOW HEAD CEMT. FINISH WINDOW SILL CEMT. FINISH PARAPET WALL W P 12 the Weep Screed. SCALE: NOT TO SCALE WATER PROOF DETAILS p ' rformed by Vicki iynne Nisa fOr: Waterstone Lott 9 Model 182 0 0 ear B 5344 Vespera St Fort Pie roe 1 FL34951 M 0 0 m Air CaiC, LL 7550 Hidden Hammock Ln Vero Beach, FL 32966 Phone: 772,800.8413 vickilynneaircalcs,com ca Ie . 1 .94 Pace 1 Right-SuiteO Universal 2019 19.0.19 RSU27054 2020-May-2014:57:31 A5344 Vespera St Adams Homes. rup