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TERMITE SPECIFICATIONS: TRUCTURAL NOTES: INDEX O . ! WIN S �;�1 � N,'t'`' STRUCTURAL DESIGN CRITERIA J R313.1 CAST IN PLACE CONCRETE CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT NO: TI �.E I HODS OF TERMITE 1 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSI STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS) A SLUMP OF 5" BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED MET 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: I PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT; AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY, 4, CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WINE 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 615, ASTM A70 OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE TTH EDITION (2020) BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA FLORIDADA BUILDING( NATIONAL ELECTRICAL CITY 7TH(NEC EDITION BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 31&14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT I THAT EXPOSES UNTREATED PORTIONS OF WOOD AT HAS CUT OR DRILLED PRESSURE TREATED LUMBER THAT 2. PRE ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. REINFORCING SHALL BE POSITIVELY SUPPORTED BY EMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO.FO TING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE. AS PER DETAIL MSO5 ON LINTEL PLAN PAGE. �` 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE'A DIFFERENT TA THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. EPDXY THEY MUST FIRST CONTACT G 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLAC D WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL -AAF-20 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: EXTERIOR COVERING MASONRY WALL CONST. (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 AND. THE PROVISIONS OF THIS CODE. R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, it GAGE NAILS HAVING A 7/16- HEAD, OR 1-1/2" LONG, 18. GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF PLASTERING WITH VED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CODE-APPRCONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R7021(1), 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMALWEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI if m = 2000 PSI) 2• MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. 3. COARSE GROUT SHALL CONFORM TO ASTM C47&iO WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 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 16FT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF 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. WALL FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 10, DO NOT APPLY UNIFORM LOADS TO ATE GROUT 11. CONSOLIDATE AND RECONSOLIDATE GROUT T POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL DEFLECTION CRITERIA ROOFTRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR WOIST*** LL/360 LL/180 LL/360 LL/360 LL/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" *+* TL MAX 1/2" GENERAL ROOF LOADING CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2 WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY R703.71. WATER-.3 WATER -RESISTIVE BA IS ER BARRIERS. WATER -RESISTIVE BARRIERS SHALL REINSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO, 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 Efi INCHES, OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATRESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTIONR703.1 R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDE) FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS 114AT SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PWMBIN 4. MANY OF THE NEW PRESSURE TREATED WOODS USE VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED 00, 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT TOP PLATES. N WITHOUT WOODEN 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATT 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWIN��jj PARALLAM COLUMNS: 1.8E Fb = 2400 PSI M1 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL,SHEAR ROOF DECK: PLYWOOD CC/CD,EXTERIOR OROSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) WALLS SHEATHING: 7 16" STRUCTURAL I OSB EXPOSURE H / A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN W ESISTANCE BARRIER UNLESS SHEAR WALLS AND MISC; STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL FRAMING MEMBERS SHALL BE S.P.F. #2. FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS HAVE HOLES IN THE CENTER OF THE STUD UP TO i" DIA. SHALL HAVE STUD PROTECTION I LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. OR CONCRETE TO BE PRESSURE TREATED. WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS. RNS, MIN VALUES U.N.O. ROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLUTAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Rb=2400 PSI MIN. WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE:. SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. 0 15 32" RATED OSB EXPOSURE 1 1 R / PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL SPECIFIED TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DIL 0 10 0 10 0 10 0 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NON -CONCURRENT) 20 50 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) COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY 11 BUILDING TYPE V' ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 5 EJ H M 1 FT, AND FOR 2 STORY HOME IS 30F7 ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT s 30 ft; EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (,) VALUE DENOTES SUCTION DIAGRAM AREA ® l +) 27.6 c. (+) 37.6 10 1-) 29.9 O 37.0 ; (+) 26.5 (+j 26.5 20 (-) 28.8 (-) 34.4 O - 50 W 24.8 (+) � 24.8 , 4 (D Q O 27.1 O r31.1- (+) 23.4 W 23.4 100 (-) 25.7 O 26.8 DIAGRAM . GARAGE DOORS* SO,FFIT,. 9"-0" X 7'-0" 16'-0" x 7'-0" (J : 51.3 ; (+) 24.3 (+) 23.3 GENERAL PRESSURE NOTES , NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES.. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OFALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES,. OTHERWISE USE'.. LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET s 2 FLOOR PLAN 3 PLAN FOUNDATION L N 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC `%��T O R R e "rrro i a6. 2 � ! " '' g9 •: d"Q• J . rll IralrrRo� LL T a ) 1 � t to x to V 0 obi r g sl! O FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURERS NOT BE USED AS FATHER R TOP CHORD DL 10 (PSF) -I i " p ' 1, Az W a INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL 0 (PSF) SEE FLOOR FLAN FOR ACTUAL PRESSURES " SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES a s W v y IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF) _ © 13 a 333 BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTINGWALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER . K Z ac o § SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN ~ �5i PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. " $ v 'IIII'm mto J C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%)TO GAME ROOM 60 (PSF) COMMMENTS: ng �gggg O al a o- k MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714, THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) $ a ® • TO THE SURFACE OF THE EXTERIOR WALL FINISH. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) g .a • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES ~ wwwrosavacaa ❑ ❑ ❑ • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) O • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS, 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) _to SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, Z m • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. S • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL @ HANDRAILS (d)- 200 (PSF) a o •o i AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (t) 50 (PSF) Z g • AT WALL AND ROOF INTERSECTION. gy CONSTRUCTION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) ( Q • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) _ STAIRS 40 (PSF) UPLIFT CONNECTORS FOOTNOTES M d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG N d. - 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A T� (" v NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. u MORE INFO. Q R FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "1" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA: EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Engineer listed In the tltleblock of these o g ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed _ $� PLAN FOR. EMBEDMENT DEPTH AT FLOOR STEPS, 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information, Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error, The Builder and all subcontractors are required to c 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 a r�N' e a°o -_ INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESI OENITIAL. 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 responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. - CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to • DA $ HcilYl .� " 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'4"x 21W TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, 10BSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE irfornat)on found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 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 MASONRY AND (7}lOd NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSMi6 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS Assurance Manger immediately. No backcharges will be considered TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER 3000 GULFBREEZE PARKWAY 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. for reimbursement by the DesignerEngineer without advanced PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Desigrer/Engineer. GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY 71MEFOR ANY REASON. Payments will be made In accordance to the terns of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. 3�p132 DIVISION LOCATION: E CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. _ / r, PORT ST. LUCIE 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Job Information: 16d x 2-1/2" MAILS 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. ST MASTER REVISIONS DATE DESCRIPTION e3 11z120 rIv mHOMESW ��Of Northwest FloridaIIIIIIIIIIIIIIIIIII - RECEIVED z CV in S > MAR 0 5 7RFILE C:..- 1- ;,� eJ m > a 11 o J LLJ Z) m o Permitting Department _L St. Lucie County ® Model Name / Number: Plan Issue Date: Thursday, February 18, 2021 VI KA PROJECT NUMBER: MODEL 1635 21-1,859 Sheet � Of: 3�013z- COVER SHEET 1 BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING TOP BOTTOM SPECIES. CAP40 BWl 18" (2)16d TOENAILS (2) i6d. T004AILS SPF NO UPUFi BW2 18" SP2 W/ (6}1Cd SP7 W/ (%lOd SPF 402 STUD, (6) Lod PLATE STUD, (4)10d PLATE 8W3 18" (2) SP2 SPF 803 STUD, 6 1Sd PLATE STUD, (4 10d PLATE No BW4 16" (2) led TOENAILS (2)16d TOENAILS SYP UPUFT BW5 SP2 W/ (B-104 SP1 W/ 16)10d 18" STUD 8 10d HATE STUD 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (8) iOd SPI. W/ MY100 SYP 878 16" STUD 10d PLATE STUD, 4 10d PLATE NO BW7 12" (2) led TOENAILS (2) lad TOENAILS SPF UPLIFT BW8 P2 W/ (6YIDd STUD, 12" (8) SOd PLATE STUD (4) 10d PLATE SPF 535 (2) SP2 W/ (6) lOd SPl W/ (8}10d BW9 12• STUD, (8)10d PLATE STUD, (4)iOd PLATE SIFF 1070 B515 12' (2)16d TOENAILS (2) led TOENAILS SYP 0 SP2 W/ (SFiDd SPi W/ (aylod BW11 12". STUD ( 10d PLATE STUD, 14 10d PLATE SYP 585 BW12 (2) SP2 W/ (6) lad SP1 W/ 16)-10d 12" STUD, 46 10d PLATE STUD, (4)10d PLATE SYP 1170 BW13 NOT usW UBLE 2z TOP PLATE TOP OF WALL ,•b SEE PLAN 1V MASONRY WALL OR ICF WALL. SEE PLAN 2X STUDS PER DOUBLE 2X HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MS03/S-1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS D TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION :- PLAN FOR MORE 2X P.T. W/ 1/2 A S IS 32' O C W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN, 7" EMBEDMENT PAST STEP DOWN. REQUIRES MIN ALT.: SIMPSON 1/2".TITEN HD @ 32" O.C. 7/18". OSB PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4'°° GENERAL NOTE#8 BRG. WALL DETAIL IN REID AND EDGE. SEE GENERAL NOTES ASSUME 1. SEE FLOOR PLAN FOR WALL SIZE, SSU 2.4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP 91 OR SPF 02 LINO ON PLAN. ' 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. 8P4, SP6 AND SPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP3 AND SP2 INDICATED IN SCHEDULE ABOVE b. IF'BW" IS INDICATED ON SECOND CONNECTION TO IGNORED. SEE OR PROPER TIONS FOR 2nd FLOOR i0 WFOB 33.10R INDICATED DETAIL FOR PRO PERCONNEC FIRST FLOOR CONNECTIONS. . (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) W OEREDASHEARWALL AND MIN. 6. IF "SW' IS INDICATED THE WALL IS IN HELD AND EDGE (1) SIDE WALL AT 4" (1) SIDE PLYWOODW/ NAILS AT 4" 7/de" OSSEXTERIOR NA E EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 7. ALL 2X EXTERIOR WALLS / EAT ACT AS SHEARWALLS.WALL SEE PLAN AND WALLS SECTIONS FOR STUD AND GRADE SEE BW7,TUUs THE SEWALLSARE ONLY 8, IFTHERTINGT WALL SWIG THESE DO RINDICATED VEUBW4. NOT TO THE THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILS) AN PLATE AND THE 2. PLATE CAN BE ATTACHED WITHTIN HARD CASED (GUN NAILS) AND WILL PLATE AND T ENAILSBEARING NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. ME 9. SPS/SP2-0RIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD, iOd- 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPUFT(Lb) Cl (3)2 x4#2 SPF (4)-16d TOENAILS 0 C2 2 4 #2 SPF DTT2Z W/ 1/2" WEDGE ANCHOR* & (8)1/4" X 1 1/2". 2145 (3) x SDS SCREWS (3) 2-X 4 SYP #1 OR (4) -16d TOENAILS 0 DTT2Z W/ 1/2' WEDGE 2145 a (4) 2 x 4 SPF #2 ANCHOR- & (8)1/4" X 11/2" SDS SCREWS FC57P.T.#2 C5 4 X 4 W/ 5ATR** G = 8665 ' U = 2200 SYP POST &ABU44(12) NAILS & (12) - i8tl NAILS B x 6 P.T. #2 ASU66 W/ 5/8" ATR" G -12DOO SYP POST & (12) - led NAILS U - 2300 8x 8 RIF.#2 ABU88 W/(2)-5/8"ATR** G-24335 C7 SYP POST & (18) - led NAILS U = 2320 Fil 3.5 x3.5 P.L. 1.SE Ft 2400 PSI HDU5.SD32.5 W/(14) 1/4" x 21/2' SDS WS & 5/8' EPDXY SEAS (WOLMANIZED IF EXTJ ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU58D32.5 W/ 114)1/4" x 1.8E Fb=2400 PSI 21/2' SDS WS & 6/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.SE FD-2400 PSI HOU8,SDS2.5 W/ (20)1/4' x 21/2" SOS WS & 7/8' EPDXY ' 6970 (WOLMANIZED IF F U.) ANCHOR OR ATR*** C11 5.26 x 5.25 P.L. 1.8E Fb-2400 PSI HDUB-SDS2.5 W/ (20)1/4" x 21/2' SDS WS & 7/8' EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU4SDS2.5 W/ (20)1/4" x Ci2 EXT. EPDXY OR 7870 Ty LMA IN ZED IF AN OR ATR**' GENERAL COLUMN NOTES 1. BEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/SS 4. MINIMUM BOLT EMBEDMENT: 5- EMBEDMENT FOR 1/2' ATR 8" EMBEDMENT FOR 5/8" ATR a" EMBEDMENT FOR 7/8" ATR 5. IF (C) 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 (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DW / LENGTH PNEUMATIC GUN COMMON vs. GUN APPUCATION NAIL DIA-LENGTH NAIL SPACING Sd 0.131' X 2 W 0.131" X 2 %* SEE PLAN RING SHEATHING SHANK ON ROOF ROOF &WALLS 10d OR 12d 0.148" X 3' 0.131, X 3" SEE PLAN BLOCKING & TOE 0.146" X 31/" 0.131" X 3 W NAILS & TOP PLATE 12d OA48" X 3 W OA31' X 3IA' 8' O.C.(COMMON) STUD WALL 6' O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131' X 3" a' O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS led 0.182" X 3'/z" 0,131'. X 3'A" (2)16D(COMMON) ISEE PLAN (a)16D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2)-2X6#2 SYP SEE GENERAL HEADER .NOTE #5 W/ 112" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2)"2X10#2SYR SEE GENERAL HEADER NOTE#5 W1112" FLITCH PLATE THIS SHEET O(2) - 2)(12 #2 SYR SEE GENERAL HEADER NOTE#5 W/ 1/2" FLfTCH PLATE THIS SHEET H5 (3) -1 3/4- X 11 1/4 ATTACH TOGETHER WI (2) ROWS 1W X 3 I1Z LVL 2.0E Fb=2600 PSI SOS WD SCREWS P16"O.C. TYP. EACH SIDE H6 (2)-1314"X91/4 ATTACH TOGETHER WI(3)ROWS 1/4"X31/2 LVL 2.DE Fb=2600 PSI SOS WD SCREWS LM 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS& STUDS REO. AT OPENINGS OPENING 2X4 WALL 24 OR2X8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 1'-0" - 3'4-1" (1) (2) M) (2) 4'-0" - W-O" (2) 13) (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 UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS.. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MOLT -PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON. NAILS AT 12" D.C. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS. WITH (3) 12d TOENAILS PER SIDE F. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK. BEAM SIZE CONNECTIONS (2) - 2 x 8 #2. SYP W/ 7/1W CONNECTION: PROVIDE (2) 066 FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O- ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/18' CONNECTION: PROVIDE 0) OSB FLITCH PLATE NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST ROWS OF NAILS ®122"" OR (2) SIMPSON HETA16 TO CMU H SIDE O.C. TYP EACH COL U.N.O. ON ROOF PLAN. 2 x 12 #2 SYP. W/ 7/18' CONNECTION: PROVIDE 2 ( ) M OS- FLITCH PLATE. NAIL SIMPSON LSTA2HFTS20 OR BEAM USING BEAM O HSON TO WOOD POST OF 12d N 2' ROWS OF 12tl NAILS @ 72" OR (2) I OR (2) SIMPSON HETA38 TO CMU O,C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2).13/4" x 111/4" LVL 2.0E RI=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) M4 .TOGETHER USING (2) ROWS XTS Te. WOOD POST 1/4' x 91/2' SDS WOOD OR (2) SIMPSON HETA16 TO.CMU OR (2) SCREWS 916" O.C. TYR COL. U.N.O. ON ROOF PLAN. EACH SIDE. -194"x 11 7"LVL O / .N 2.0E Fb=2800 PSI. NAIL BEAM CONNECTION: 4 TOGETHER USING (2) ROWS ON (I2) SIMPSON LSTA24OR 1/4" x 31/2" SDS W000 HTS20 O SIMPSON HTS20 TO WOOD POST SCREWS !s 16" O.C. TYP- OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 1 3/4' x 16" LVL 2.OE. RI=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 81/2" SOS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 0 IS" O.C. TYP. OR TO SIMPSON HErAI6 CMU EACH SIDE COL) N.O. ON ROOF PLAN - GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4' BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. AID MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 B +27.6 / -37.0 +26.5 / -28.8 O +26.5 / -34.4 O. +24.8 /-27.1 O +24.8 / -31.1 ® +24.3 / -27.5 O +23.3 / -28.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 'ALLOWABLE" PRESSURES PATIO WALL LEGEND 14' x 10' CONC. FRAMED WALL 0 6,-0" 14'-0" 19,-q„ o f--r-r-r^rr;'1'-T-=, I , y1 , `i BEARING FRAME WALL4'-6"2�-q" 5,�" ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING © O (A O © . ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. 25 SH 25 SH 25 SH 25 SH 2868 MASONRY WALL EGRESS EGRESS HOSE BIBB 17 -10" FAMILY ROOM BEDROOM 4 BEDROOM 3 VAULfi•CLG. VAULT CLG. VAULT CLG. v GENERAL NOTES CARPET G.T. `i CARPET CARPET - - - - - - - - - - - - - 1 7 - - - - - - --- - - - - - al 1. R302.5.1 Door from garage Into house must be a y GIRDER minimum 1 3/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. *- --------------- 3'-2" 3'-2" 4'-4" 4'-2" 6'-81, 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not oD acceptable. Ventilation shall be permitted to exit through N _ 'Z WS01 the soffit If solid soffit Is Installed 5'-0" on each side of ...,� 2468 52 the venting. "v v PROVIDE PLA rFoRm 6� 2668 3. R302.6 The garage shall be separated from the 3:12 PITCH -H► - `)' �8 p z FOR HVAC U IT. v �+-L�+- 3' iq residence and it's attic as required by Table R302.6. _ _ From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage aide. m 2468 R/S MIRROR R/S Garage beneath roomsshall be separated from all habitable rooms above by not less than 5/8 inch 17'-10" L 6'-4" 6'-01. b (15.9mm) type X gypsum board or equivalent. Where m the separationis a floor-ceilingassembly, the HALL structure supporting the separation shall also O In - 10'-0" CLG. 5 a protected by not less than 1/2 Inch (12.7mm) C m in CARPET m gypsum board or equivalent. 9 N 161-9" 3'-6'• 6. 7" 3'-4" '-2"O in m m BATH �' m 4. R312.2.1 Window sills In dwelling units, where the LID tc DINING RM. - VAULT CLG. � � top of the 9111 of an operable window opening Is located VAULT CLG. 36" FLAT 8 "��' CABINETS AB VE N VINYL leas than 24 inches above the finished floor and greater CARPET TOP ON .--------- -` CA or other surface then 72 Inches above the finished aria th s c 2 8 1668 grade WALL 66 W below on the exterior of the building, the operable window 4'-0" `r) ;� _ R/3 - _ (n _- _ shall comply with one of the following [3 listed methods]. 5SH ' N LINEN 5. R308.4.2 All windows within 7-0" of doors and In DBLSINK 9f10O,s, W/ DISPOSAL - 2668 EMI shower or tub areas will be safety tempered glass. O `cssFy� �., _ EN "4 1 6. Calling for exterior entries and Covered porches to 101 A" 0a 3'-6" 2'-6-6'-8" have 7/16". span rated OSS nailed per zone on o D/W VINYL 0 roof diagram nailing schedule or 5/8' COX. a _ 1X T&G acceptable for substitution. O N (D'J w BEDROOM 2 7. EC: R402.2.4 Access doors from conditioned spaces to VAULT CLG, unconditioned spaces (e.g., attics and crawl spaces) ' CARPET shall be weathersUipped and insulated to a level 2'-4" ICELINE 12 8" Q equivalent to the insulation on the surrounding io surfaces. ILO 12'-10" .al:w. y ---_-- (D r? Oc w O B. M1502.4.5 Duct length 1668 2S6S a w N The maximum allowable exhaust duct length shall be determined b one of the methods specified In sections MASTER BED RN/I5SH. HANSON BOX M1502.4.5.1throughM1502.4.5.3 VAULT CLG. iv PANTRY SHE 036" A.F.F. 9. Callings for exterior entries and covered porches to be CARPET 2x6 WALL , m �U 7/16" OSB on underside of roof trusses snap be o attached to all framing members with 2x blocking l 8'-0" CLG. DRYER VENTT HRU 0 �. ROOF MAX GT 35'-0" provided " perimeter. The' O.C.shall be attached w/ Sd 10'-0" CL o VINYL DRYER 4 12'-9" nails at 6" O.C. Feld and 4^ O.at edges or 7d screw O R N A y DOOR, PER r VINYL B 9" shank 3" O.C. field and 4" edges. Vinyl ceiling to be z E attaches to OSB per manufacturer specifications NF WF39 2868 ,p w ACCESSIBILITY CODE 3 O" 5 5" 4'S" 19'-4" 2868 �I. IMM 2658 1=0 MS03 S1 I I H4 PLILI ON. STAIRS NOTE: BUILDER TO PROVIDE ° LOCA E IN RELD. 1 APPUANCE PROTECTION IF o 22 /2".X 54". REQUIRED BY MUNICIPALITY. EGRESS , _ _ _ _ .. _ _ _ _ _ : _ _ _ . SEE SHEET 4 FOR DETAILS '.. N I g' y 3068 w/ (2) 00 ) I CARPET 1 12" SL & 16" GH W° w I I �' TRANS. ABOVE t+t w WF42 S3 COVERED k xd` O NTEO����py2 CAR GARAGE R/S IDS 8'-0" CLG. Bel N 3'-8" MSTR BA. �. MIN. R 8'-O" CLG. z ELEV "B" ?' o H VINYL p `.-I° - ------------------------- w F.G.4 v G.T. (ELEV "B"ONLY)- - SHWR TEMP. GL. I 25 SH O , I � HOSE n u BIBB fl 16 X 7 OVERHEAD DOOR 6, B„ 6, B„ 2'-0„ 16'-01, 2,-0' 13'-4" 6'-0" 20'-0' AREA CALCULATIONS 39'-4" 1:.t FLOOR 1635 S.F. TOTAL LIVING (AC) 1635 S.F. (FLOOR PLAN GARAGE 400S.F. SCALE: 1/4" = 1'-0" COVERED ENTRY (BASE) 36 S.F. ALL ELEVATIONS COVERED PATIO/LANAI TOTAL AREA UNDER ROOF 2071 S.F. lIIIjjjJ %`,tp tTO[3R S . , ',��Qp�•�NSE•. CIL L O \' $* S ! '�JJJJIJIItITtjl LL C i 8€ m a o Of ��ffia OD N z W PFZ & � a Y 8 O M��W° � OJ all M A�j g Z� a a G 0 R•gg"Z o vJ Cr Z VMM.FDSMG.CCM ❑ ❑ in Z 28 Z Of D Q -. d N Z n M (f) w v Q w m H * L�j OCOp - QNdm DaMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY ,,VLFBREEZE, FLCIRIDA 32563 CVI L. N�•r" DIVISION LOCATION: PORT ST. LUCIE f Job Information: I..L 0 G ei L37 Uj N 10 " 1-a �Um � O J W 0UO J m U) :/) I Model Name / Number: 1635, / Plan Issue Date; Thursday, February 18, 2021 KA PROJECT NUMBER: 21-1859 Sheet: A Of: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" GENERAL FOUNDATION NOTES CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR UNLESS NOTED OTHERWISE STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. „ S" 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE REINF. OPTIONAL CURB FOR �� F F VARIES LAPPED MIN. 6" AND SEALED. GRADE SEE PLAN MASONRY IV ELEV. 0'-0" ," 71.11 2 4" 2500 PSI CONC. SLAB W/ 6X61O/10 W W F, OR MINIMUM .75 LBS W/ (1) - #5 BAR CONT. "- •�- ° ' OF FIBER PER CUBIC YARD RBERMESH/RBERMIX ADDED TO THE ' ` s • . '•,; '•" ' CONCRETE. IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284 FIBERMIX, OVER 6 MIL VISQUEEN VAPOR °^ ' '*?—"'"'-' * e; °.�,,'. FOR FIBERMESH ORNER-414 FOR v , r BARRIER& TREATED FOR TERMITES. N Z v 3 • INDICATES FILLED CELL W/3000 PSI CONIC. FROM FTR. TO 2 STORY:20"X2. REINF. DI q;16 W/(3)- #5 CONT.BEAMDOW 3/ (1) ADE240 ALAB.V SLAB. HOOKED FTC SEE PLAN : ,REBAR EMBEDMNT EXI'. ABOVE 16 (2)#5 (2) # 5 REBAR 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR BEARING RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. FM®1 SINGLE STORY FTG 1/2"-s-0" FM02 SECTION. @GARAGE 1/2"-1'_p" - 5 EXTERIOR SLABS SHALL SLOPE 1/12'PER FOOT AWAY FROM HOUSE U.N.O.iON 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. REINF 8 ALL FOOTINGS SHALL BE MIN 12' BELOW FINISHED GRADE SEE PLAN -F,F — - — SECT16NS R403.1.4.1 THROUGH R403.1.4.2. MASOP I TO COORDINATE WITH BUILDER ANY. ELECTRICAL REQUIREMENT '. 9 THROU 3HSLAB 10 PROVI 4" STEPDOWN TO SIDEWALK FROM ENTRY (1) #5 REBAR 11 ASSUN ED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: CONT. 2000 1 ISE SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95%OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR ) IN FM03 I THICKENED EDGE 1/2"=1'-0" =1-0" EQUALLIFTS NOT TO EXCEEDING I2".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. BEARING CAPACITY OF 2000PSF. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 5" BEYOND F.O.M. EACH END, TYP. GAR.FIN. FLR. ALIGN DRIVE W/ BOTTOM OF - 1' RY: 22 RECESS & PITCH DRIVE. N 2 STO0" X 0" 4" CONC. DRIVE W/ 1/2" EXP W 3 - #5 CONT. JOINTS 10" O.C. TYP. 16" (2)#5 REBAR FMO9 I SECTION @ GAR. DOOR 1 1/2" -1'-0' SEE PLAN *s. 1 811 4" MARK.. SIZE DEPTH REINFORCING CAP. Ibs Pip 1'-0" X CONT. 1'-0" 2 #5 E.W. BOT. 2000 F3:0 2'-0" X 2'-0" 1'0 3 #5 E,W. BOT. T200 P2.5 2'-8" X 2.G" 1'-0" 3 #SE.W. DOT. 11000 F3.0 3'-D" J(3'-0" 1'-0" 4 #5 E.W. BOT. 15600 I" F3,6 3-B• X 3'-6" V-O' 4 #5 E.W. DOT. 215DO F4.0 4 -0" X 4' 0' V-0" 5 05 E.W. DOT. 2800D F4.6 4 -B' X 4'-B" 114" 5 #5 E.W. BOT. 34501) F5.0 5'-0"%5'-0' V-4" 6 #5 E.W. 90T. 42500 X 6'-0• 1'-4" 7 05 E.W. GOT. 61500 =1'-0" FM12 STEP DOWN NON BRIG. 1/2"=1'-0' SEE PLAN OPTIONAL CURB SLOPED GROUT a LTS EE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" a N YP. SEC. (1)#ELEVBAR WITH CURB x (1) #5 BAR CONT. (G.C. VERIFY) m - -I I Z REINF. to F.F. (SEE PLAN) - 2 #5 CONT. n 2#5 BENT BARS W/ INSTALL LINING w cl .,.,-+— MATERIALS PER p , . - in N ' MIN. 25" LAP SPLICE FBGR P2709,2 1 MUDDED FLR. 16" SLOPED TO DRAIN MIN. � ••r4i; #5 CONT. FM14 I SECTION @ RECESS SHOWER 1 1/2"=1'-0" FM18 TYP. STEP FfG. DETAIL 1/2"=1'-w ALTERNATE: REINF, THE REINF. BARS SHALL BE GRADE SEE PLAN CONTINUOUS AROUND CORNER #5-0ONT REINF BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25' QUANTITY 1 #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. ` (2) #5 REBAR 16„ A/C CHASE 2 STORY: 20" X 10" 4" PVC SLEEVE THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL i-1/2"=1'-0" FM23 =TYPFND PENETRATION 1/2"=r-o STEMWALL SCHEDULE FOOTING DIMENSION MAXIMUM STEMWALL FOOTING OF BARS LAT. F.C. SPACING (D.C.) HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL 0'-0"-2'-0" 8" 10 1.6,1 20" W/ (2) 05 RAPS <674# 61-8" 1 >2'-0"•3'd" 101, 1.0" 20" 24" W/ (3) #5 BARS 6744 514' >3'-4"-4'-0" 12" 12' 32.1 32" W/(4)#5 BARS 845# 4'-0" >4'-0" - 5'-4" 1611 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 NOTES: LI GEND 0 I -INDICATES SINGLE -STORY FOOTING ® -INDICATES TWO-STORY FOOTING - INDICATES Rita FOOTING 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS. LOCATIONS, AND AT THE MAXIMUM n SPACING STATED IN SCHEDULE SEE CHART ABV. -MAX. F.C. r p 2. W.WM. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND SPACING (O.C.) AA" • au WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND W.W.M. TO BE TIED TO #5 '�-vERT. F.C. ABV. TON. #4 TURN BARS ARE REQUIRED 0 EACH FILLED CELL LOCATION. EACH BAR TO OONT. REBAR (1) #5 HORIZ. CANT. TIED TO ' PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-W INTO SLAB/ STEM F.A. VERTICAL REINF. BAR EE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #4 TURN BAR D STEM #9. CONSTRUCTION FOR MORE INFORMATION WALLS GREATER THAN 4.G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK '.. 4'-0" " ,c";: " " FlLLINGISiAKINGPLACE ' EA VERTICAL HORIZEI N. TIED To EA. REINF. B mac. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT'BLOCK 016" � " O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'•0" T(Jp l( RN GRADES" MIN. GRADE-' TO TOP OF " -.5 1`1 u V' 18^ H * TALL (TYPICAL ALL CORNERS) STRIP FTC. '' ,i •, }'.; `, .c.. ' B.IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS COMPACTED CLEAN LL FI 1 � ` # 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. TO SANITA IN MAX12.11FTS • �,"' '`'• • " S.R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS SEWER ' STRIP FTG. W/ QTY OF d Ic MIN. COVER d *SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. REINF, PER SCHEDULE b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO (3 SHOWNI SECTIONS R403A.4.1 THROUGH R403.1.4.2 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0• TALL FMASW I STEM WALL SCHEDULE NTS I 3" W/D NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/PLUMBING CONTRACTORS DBL SINK W/DISP. 0 0 c0 'a I 1/2" VTR 2" VTR 2� IAV s' 8" 2" HANSON W/ TUD PLUMBING RISER N.T.S. TYP. 0 CORNERS BIBB 0 i� I O i� 0 FM03 ____________________ ' PATIO PAD 3 ; 4" CONC. SLAB ; W/81X8"THWN �1 EDGE 39- 4" • 6' 011 14' 0" 19 4" 1' 0" 3' 8" 2' 0" , 3' 4". 2' 0" 1 5' 4" , 4' 0" 618, 3' 10" 3' 10"It , -- 1 r — . `a`I1j'; = i FM01 II'1" IL:'iIL:. a STEP DOWN 4" ; - - - Nil \\\\ QG IN1 \\ , 19, 8" Oi \ HVAC u ♦ i - I 3.0. 2 6" 2 0" Q fTII v , 1' a0 it LAV WIC 1 i TUB 20' 11" 1 , o , 1 � I I , 1 , I I I 1 , � 1 I I 26' 7" 12' 9" , 1 , ■ + 2 ���� VV O I I WASHER 1 I - - -1 ' : --, 1 a I 1 STEPD WN4" 1 , i I I ■ �. FM12 ---iv- - -- PV ■ ■ a STEP DOWN 4" rIof ILAV -L iv a ii, 20' 0" JJ 1 in O_ a)N --- ----- --- - ` z F.G < F3p a 3 N 0 ;FM02 I 1 r , 3 1 I I 4: 8" 4' 0" 4' 8" I 1 ■ ■ ■ ■ ■ ■ THICKEN SLAB @ GARAGE DOOR 13- 4" S. 01 2' 0' 16, 01, 2' 0" 19' 4" 20, 0„ 39' 4" BIBB FOUNDATION PLAN SCALE: 1/4" = 1'-0" ALL ELEVATIONS A/C COMP PAD 4" CONC. SLAB W/ 8" X 8" THK'N EDGE 0 0 l0 0 0 Orr I'l e W,ON E . ' Jam. g64 * . ' S1 Ord `q Ty 1� In aD N Ag * * * B$Q YN,O CB�TI` nt�i��'g€ wa i Lo m Z Y N 1n � ?MbloO o t 0 5� �mf�i4 m O LL aN d a SH0 0 m 0 O 1^NNA FDSENGCOM ❑ 0 z ``o'' Z. Q ' J � a — Of) Z N c� co w -d To tJ - w 2 N c_ fLf L) wNE )N$' (od_ DAMS HOMIMS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE T Job Information: O Z W12 > ID m ti N L0 3 > N 0 D 0_jLu M o FT Model Name / Number: 1635 FI Plan Issue Date: Thursday, February 18, 2021 I KA PROJECT NUMBER: 21-1859 Sheet: Of: FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 1635 x 3 = 4905 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. = 33,455 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 23,455 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 23,455) = 9,382 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,382 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 164 200 AMP PANEL PROVIDED ASSUMED EDGE OF WALL 0 m 'H 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. ALL WP GFI PROVIDE DISCONNECT AND GFI/WP OUTLET PER -CODE FOR A/C COMP. O WP Sri hh 0� 4 INSTALL FAN. BOX PREWIRE c INSTALLBOX PREWIRE - - — - — - - — - — — — +FXIRE` IIII�-I��'IIII dt TFIFTW ----------- F —, GFI GFI GFI R O i22 CM FOR D/W — I ' ' O OFI GFI � / — FOR MICRO/ GF1 , GFII HOOD \ INSTALL FAN 6� BOX PREWIRE INSTALL FANI �I`y BOX PREWIRE GFI* I BE 220 + I \ d ELECTRICAL \ PANEL GFI 220 777, ATTIC ELECTRIC ` II 'IF REQ'D BY CODE ' t DOOR BELL NOTE: WP \ \ TO BE LOCATION BUILDER. IF NO GARAGE SERVICE , GFl DOOR IS PROVIDED A DISCONNECT SHALL I \ \ BE ADDED AT METER LOCATION. ,..., 0 GFI FOR GARAGE GFI 0 42„ \ DOOR OPENER O__________________ _________-_______ \ NOTE: ' KEEP COACH LITES OUT OF BANDING, QUOINS, AND i ' ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. ; ELECTRICAL PLAN SCALE: 1/4"- V-O" ALL ELEVATIONS ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42"AFF RANGE 2" AFF 2. 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 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 CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES 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. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS 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 THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE �-H-�� TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE a CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT ' w g DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT L) 220 VOLT OUTLET O-- DOOR BELL ® SPECIAL SERVICES OUTLET DI0 P DISPOSAL N� T.V. CABLE OUTLET L� DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX WATER RECESSED LLIIGHTING T� THERMOSTAT ® BATH FAN 0 LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT C INTERCOM SYSTEM 7T® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINALAMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 210 COPPER OR 410 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #BTO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. 2 0 ti m 00 up J LL LL 9 R o'Am & �00 a ® Q Bsu W W rp Hit 91 8-z�ggm, d x 3 Br W 6 ° �S gd5 ¢ IL III �3 ti• O w F"$" mv2- a N Q 118N rv°m5 W U ? 0 ❑ ❑❑ r a WW`Wj.FDSENG.COM W 0 Z m — o Z N w Z r` J1■ t/^o11 JmJ W W y LL � W C U — 0 w �V) c M TfS u M u 100 �N E ti Q (N Q,m DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: 0 I— z o +j `n LO W \/ y 4 n C Q M N N LO �:i N i 0JLuZD m BT o IL —j M u) (n ♦ Model Name / Number: IL635 VI Plan Issue Date: Thursday, February 18, 2021 ♦ KA PROJECT NUMBER: 21-1859 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq inchw4 of venting needed equally for Intake and exhaust LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 12 6t7� 2'-0" RETURNS ON SMOOTH DECORATIVE RAISED BANDS ■ 25 SH FIN. FLR. LITE TEXTURED DECORATIVE CEMENTITIOUS COATING DBL 25 SH 48" OFF RIDGE VENT 48" OFF RIDGE VENT W' 2'-0" RETURNS ON SMOOTH _ tD 1A3 SH CEMENTIITOUS RAISED BANDS 25 SH 25 SH — - —FIN. FLR. — - — - LEFT ELEVATION "B" SCALE: 1/4"=1'-0" 48" OFF RIDGE VENT 48" OFF RIDGE VENT LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 12 6 s WINDOW TO BE DELETED w/ OPT. FIREPLACE. 25 SH 2868 FR. DR. DOOR STYLE MAY VERY REAR ELEVATION SCALE: 1/4"=1'-0" RIGHT ELEVATION "B" SCALE: 1/4"=1'-O" OF 0 10" KEYSTONE DETAIL 2/6/2/SM DECORATIVE BANDS w/ 2'-0" RETURNS(TYP.) TOP OF O ro 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 S.F. of Area to be vented (SF) 2071 s.f. Total needed for exhaust for upper 1/3 497 net sq inches Total needed for intake (soffit area; lower) 497 net sq inches Number of Off Ridge .Vents for upper 1/3 needed 4 L.F. of Ridge Vent needed (can be used in combo with ORV) 28 Lineal Fee[ of Soffit needed to meet required 90 Lineal S.F. provided by plan um iuivr.�.. ..�•,.•..,...� KICK PLATE CEMENTIfiIQUS COATING w/ 12" SIDELffE5 & 5'A"x 16" HIGH TRANS FRONT ELEVATION "B" C 0c( 4LE COP` Of o_ ri Z N emir/ 4-J11 u' v 4 m V � p,w � c I I =gym ~ J —`ioovE - ;-ADAM HCfM�S FLQRIDA CONTRACTORS LICENSE N0: CF2C1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Ivi Job Information: c ''I U) N W Of I * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX 20'-0" MAX THICKNESS IS 15/32".) IF 15/32" IS SEE DET. TB03 \ USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS G.C. TO PR( BLOCKING - W/ APA RE FOR SPAN I 7/16- OSS SEE"HIP/R BLOCKING" 0 z o: x MCI i 1X11 DETAILTBOI BRACE SEE �ATING OF D AIL� NINE WN mill mill BOTTOM CHORD GABLE END BRACING @ OP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX FOR FIRST (4) BAYS NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBO5 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT < 25 ft WIND SPEED (ULTIMATE) 16 O MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURECATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4:121[12:121 (SO FEET) (-) VALUE DENOTES SUCTION a=4ft 1 O r '.. AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -37.02 -51.06 -51.06 .61.06-T 10 GABLE 1 -37.00 t 37,00 1 -58.99 -58.99 158.99 -76.03 ROOF NAILING SCHEDULE! NAILING ZONES (SHINGLE AND TILE). ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r.. ASTM F1667 R5RS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 INFIELD ZONE 3, 3e, 3r. ASTM F1867 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD l,T 1Q ROOF SHEATHING SHINTG'LE:1332" EXP. 1 ('20) 0 TILL 1232" EXP. 1 (11112&) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE To Ed (2 ae" x 0.113'1 NAILS r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN u'32% SHEATHING SHALL BE FASTENED 71 WITH ASTM F1867 RSRS-0310d (2Y2 x 0.131") NAILS OR ASTM F1867 RSRS•04 (3" x .120") NAILS a=4R 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2X4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG [4:12]-[12:121 RAFTER W1 BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2M #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS Wf BLOCK NG PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TOSTUD AND OR BLOC19NG AT ALL EDGES.A MINIMUM le SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT FENETRATESURFACEMORETHAN Y. O NAIL AT BASE 2 ROWS O 4'O.C. w/ 8d COMMON NAIL O NAIL AT TOP PLATE TWO ROWS Q 4'O.C. w/ 8d COMMON NAIL © NAIL OPENING PERIMETER W12)ROWS Q 4- O.C. w/ Ed COMMON NAIL. DO NAIL INTERIOR AT S D.C. w/ 3d COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL Q 4' O.C. NOTE: Bd NAILS FOR WALL SHEATHING MUST BE MIN .131"X2 10. w/8d COMMON NAIL DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE O PLYWOOD SPLICES 0HEADER- NAIL SHEATHING TO HEADER w/8d SURFACE MORE THANV COMMON NAILS O 4" O.C. (2) ROWS 0 TOP 8 BOTT. @ (2)9d MAILS 03°O.C. TO EACH TRUSS END OR Q VERTICAL MEMBER IF GABLE ENO. I (2)-2x TOP PLATE BEYOND �SHEATHING 1513T CBS _ EXPOSURE SHEATHING I II II I N II PROVIDE BLOCKING I It AS REQUIRED PER SECTION II X-X NOT S FULL HEIGHT SHEET - ---- '-"----- FLOOR SYSTEM 0 LL � ffHs o m �O N = J V ,ALLIL ALL SHEATNING 2x4 P.T. BASE PLATE BEYOND SEE A PLAN ?x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL T T T II II II 11--- 1 II SOLID 2. BLOCKING II II II II l QALLSHEATHING D 111 III III if II I I III it II I EDGES III AAAA��1111II III III II I (SEE SECTION X-X) pz z I $ UI III OPENING III II 11 U I I11 II 11 I III II III X 1 II II II II w0� a0¢ III ❑1 E illI TT__ _-11- I I I I 11 III III III II II ' II I II II 11 STUDS BEYOND. _ SEE PLAN III III I I I N I I I I. 11 I IN II II II I II II II 11 1 N o r III I I I II I III it tl I I �= III I I I II I III II 11 I I ❑1I II 0 I III II 11 II I II I I I II' I IIt II II I UI I I1 N 1 IllIt II II I WALL ELEVATION DIAGRAM TALLPAMIN2 4#2 LOCATIONS MIN 2X4IN SPF. TURNED VERT10AL W( 711W FLITCH PLATE TO W/ (2)12d TOENAILS EA END. NAIL FLITCH wr "S'" = NAJL 3/8" PLATE TO VERTICAL W/ (4) 8d SPACING -'I-./- NALS .y� . 39, SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 8d NAILS @ 8" O.C. SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S° ROOF CRITERIA -16" OVERHANG @ EAVES U.N.O. -12" OVERHANG @ GABLES U.N.O -SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION SHINGLE LOADING CONNECTOR ID SIMPSON - CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTOR&FASTENERS EPP I SYP CONNECTOR& FASTENERS SPF SYP OFRAMETO MASONRY HETAlOvd(9)10dx 110OR HETA20w/(9)lWxl 1/1' 1810 HTA16w1(10)10d x 112"OR MA20 W(lMlN x I lrC 1585 1870 O FRAMETo RAME H2.5Aw/(10)Sd NAILS am585 RT7A w/(10)Bd NAILS 515 5" ©FRAME TO FRAME H104W/(16)lw x 1 l/Y 1016 HI0A-2w/(18)10d x 11,7 AT2 PLYTRUSSES 830 1040 1080 RT18A w/(17)IMx I IW RT16-2 W0010d x 110 AT 2 PLY TRUSSES 896 935 1020 1080 OFRAME TO FRAME M7812w/(14)10dx111T(AT EXEERIOR LOCATION INCLUDE (3), 12d TOENAILS) 899 990 MTW12W(14)10dxl 1)2"(ATEXTERIOR LOCATION INCLUDE (3) 124 TOENAILS) 1005 1195 OFRAME TO MASONRY MGT w/(22)1 W NAILS AND SW AT.R. wl 12" EMBEDMENT w/91MPSON "SET' EPDXY 3330 3966 MUGT15 wl(n)l W NAILS AND SIB' A.T.R.W 12' FMBEDMENTw! SIMPSON'SET EPDXY 3330 4495 OFRAME I TO FRAME I HTS20w/(24)10dX112'(ATEXTERIOR LOCATIONINCLUDE(3)l2d TOENAILS 1125 1310 HIW20 w/(24)10d x 112" OAT EXTERIOR LOCATION INCLUDE (3)12d TOENAILS 1285 100 � 'L1 FRAME TO FRAME (2)HTS20wl(48)l0dx/ 112"(AT EXTERIOR LOCATION INCLUDE(8)12d TOENAILS 2259 T829 (2) RTW20w/(48)10dxl 10(AT EXTERIOR LOCATION INCLUDE (6)12d TOENAILS EA) 2570 3080 O.. FRAME TO MASONRY HOT2WT6)10d NA1LSAND(2)S8" A.T.R. M12 EMBEDMENT dSIMPSON"SET" EPDXY(HGT-3 FOR 3-PLY) 10890 HUGT2WT6)l0d NAILSAND(2)&B' AT.R. id 12- EMBEDMENT w/ SIMPSON"SET EPDXYIHUGT3FOR3-PLY) 7020 9790 H O FRAMETO MASONRY ROM W(13) 1W x 3' SDS WOOD SCREW AND(2)1/2'x TITEN HD ANCHOR BOLTS 3409 S 4725 RFUSw/(12)W93 WOOD SCREWS AND 3N' (4)xWWEDGE-BOLT 71DO OFRAMETO 1 (1) LOT2 W(16) IW SINKERS &(7) 1W. 2.1/4'TITEN 2 1760 2030 MASONRY SEE NOTE 88 BELOW) J2 O FRAMETO MASONRY/ FRAME (2) LGT2 w/ (32)18d SINKERS & (14) M400. ORA'x 2dSINKERSFORFRAME(EA) °'240'F (28)ld SINKEN(FOR PLY FRAME (EA) 4080.M S770.F (2) LUGT2 wl (32)16d SINKERS 8(10) 1/4"x3°WEDOE-SOLT(2 PLYTRUSS) OR(32) 10d SINKERS FOR FRAME (EA) 3100M 3800-F 3100.M 4520.F 0 FRAMETO MASONRY/ FRAME 1 14 LGT3 w/(24)1/4" x 3' SDS SCREWS &(8) 3W xSITEN(2 PLY TRUSS) 470,M OR(62)16d SINKERS FOR FRAME (EA) 657NF (2)LUGT5 wl(N) 19' x 21 a- WS25 SCREWS &(4)&8'x5"WBI2 PLYTRUSS)5 OR (K IMSINKERS FORFRAME (EA) -M 70705M INF >> N M N V1/1 ,.I 0 OF 3/12 VLT 10'-0" CLG 3/12 VLT TYI z_ U 3/12 VLT vai 3/1� 2 VLT 10'-0" CLG 10'-0" CLG p 3/12 VLT �- 3/12 VLT -C= Tsa 10'-0" CLG 8'-0" CLG 10'-01 CLG ODD SPACE z ODD SPACE BRIG. 8'-O" AFF W/ KNEEWALL V7 N 8'-0" CLG p LO CANTILEVER BOTH SIDES ABV. ENTRY C TYP. @ ENTRY U a O 8'-0" CLG c�v TRUSS LAYOUT "B11 SCALE: 1/4" = 1'-0" BEAM TO HU410 OPT HU0410 w1(18) l6d 6 (10)1Od G82680 14D410 OPT HD4101F vd (20)18d 8 (10) 10d GnO80 O BEAM NAILS mm HAULS UM950 BEAMTO HU410 OPT HUG410 wl(18) TITEN G94600 HD410 OPT HD4101F wl(20) 114"x 3" G83m OL MASONRY 1/4'#3/4-&(10)10d NAILS U#1800 WEDGE480LT&(10) 1Od NAILS U*W BEAM TO HWBOPTHUC48w/(6)IWWJLS& OMS40 0W3000 MCMOPTHU46w/(8)10d NAILS& 0w1425 08201; O MASONRY / (12) 114"x 2 W I TEN ITO HAS.) U0990 U81135 (12) IW x2 3/4" TAPCONS (TO MAS.) UNI030 U4B50 FRAME OR 02)1W&(6) 10d(FOR FRAME) SYP-F SYRM OR(12)1W&(6) IM IFRAMETFOR FRAME) SYP-F 5YP-M O (2) HETA16 CPT M HETA20 1-PLY,PLY 10l2)l6d OR 7920 1920 (2) HTA16 OPT (2) WA20 1-PLY w/(10)iOdx11d 1870 MASONRY MASONRY 24R.Y w/(12)18tl 2385 2385 2FLY wl (12)iBd 2430 HTSM16wl(B)10d NAILSAND(4)1/4'#iM° 965 1110 HTWM18 w/(8)10d NAILS AND (4) IWxI 3/4" 1145 Ins TO TAA O NS WEDGE -BOLT OR OFRAME MASONRY OR HTSM20 w/ (10)1 Od NAILS AND (4)14"# 114" 955 1110 20w1(10)10d NAIL& AND (4) IM"x1 &4' 114fi 1226 TAPCONS WEDGE -BOLT OFRAMETO P HIM w/.(8) N x11lr HAILS AND(2) 3/8'x4" 7tro 910 MASONRY TITAN HD DTT2Z wl (8)1/4.1 112' SDS WOOD DTB.TZ d (8)1/4' xl 1/2' W813 WOOD OFRAME O TO SCREWSAND(1)IW2A.T.R.EPDXIEDw/ 1835 2145 SCREWSAND(IIlW8A.T.R.EPDXIEDW 1510 1835 MA80NRY SIMPSON "SET" (SEE NOTE 44) SIMPSON "SET (SEE NOTE AM) HR5 wl (28)iBd#12"NAILS AND (i)&8'H HTT45 w1(26)18d#112 Us AND (1) OFRAME R TO AT.R EPDXIED w/SIMPSON SET' 4375 5090 518'BAT.R EPDXIEDWISIMPSON"SET - 5006 MASONRY (SEE NOTE 04 BELOW) (BEE NOTE44 BELOW) HTT4w/(18)l6dx212'NAIL9 AND (1) SW HTT45 w/(18) 16d 4112'NAILSAND (1I ® FRAMETO A.T.R. EPDXIED w/ SIMPSON "SET' 3640 423$ $ a A.T.R. EPDXIED W/ SIMPSON "SET" - 4160 MASONRY (SEE NOTE H4 BELOW) (SEE NOTEH4 BELOW) O FRAMETO H10S W (24) l0d x1 1/2" NAILS 7" 910 LUOT1 wt (23) 8d A IIr NAILS 875 1045 FRAME M � FRAME TOMASONRY MASONRY HMSKTw/(4(5)114t 11CTBWOOD 9CREW8815)174'x21/d°TAPCON3 7B0 780 RTB)I14'.1Gdxl -V4-TA'2"NAILSB (4)iM'xi&4"TAPCONS 1395 1385 FRAMETO w" M(i8)1M"x3"SDSWOODSCREWS& "SET° O (1) WIT AT.R. EPDXIED w/SIMPSON 3566 4940 MASONRY w/ 17 MIN. EMBEDMENT FRAMETO (2)VGTW'(32) 114W SDS WOOD SCREWS O MASONRY & (2) W8'H A.T.R. EPDXIED W SIMPSON 5170 7185 -SET-w; 1T MIN, EMBEDMENT FRAME TO/ VGT wl (16) 1M"x3" SDS WOOD SCREWS & MUGT75 (22) 1a4 NAILS HTT4S w/ (18) O FRAME HOU4SD325 w/ (10)1) M2" BOBSDS WOOD 3285 4585 100 NAILS 8O)S'8°e A.T.R. - 4180 9CREW98(1)6J8"BAT.R SW FRAME TO (2) HTT5 w1(52)16RX211T MAILS& Q 5090 (2) HTT45 Y✓(52) 18dW 12" NAILS' 5005 FRAME (1) WE A.T.R($BE NOTE 49) &(1) SWH A.T.R(SEE NOTE 1.. ALLS f wi TOENAILS. ALLSTO FLOOR TRUSSECONNECTIONS MANUFACAMS ONNE TIOSARE PR VIDEDBEARING TRUSSOOD RU TURER. U.N. 014 PLAN. ALL TRUSS 2 ALLT '.U.N.O. 3. MAY IMERRUSS SIMPSON ORUSP CONNECTIONS. USEEITRUSSEPSCABONFPCHEIGHTIONS°SE-XVTO I{t 2x1"TO TRU39 VERTICAL WEB w/(2)ROWB�lad MAILS 03"O.C. STAGGERED. 4. FOR TRUSS VERTICAL EB.1(2COWSOF SINGLE PLY TRUSSES, SCABONOND EAMU.SYP 5. MIN.A.T.R. EMBEDMENT Q CMU BONGBEAMU.N.O. 1r MIN. 8. STAB SYP #2 LUMBER SIZE)wl SC (?)ROWS 100 Q'D 4' FROM END &4°O.C. LOCATION AS STAGGERED CENTER AT CONNECTOR LOCATIONA3 CONNECTOR ERED:CHOROW/TCON MUCH AS POSSIBLE. OA MINIMAL GOMJEMOR LNG ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF FLOOR TRUSSES TO MASONRY WALLSI UNTELSI ICF WALLS LINO ON PLAN 2 CONNECTIONAT24"OR Sr O.C. PENDINGVERTICALS FOR ALLFLOORTRUSSES PAPALLELTO MASONRY WALLS SEE DETAIL FB12)83.1 FOR MORE INFORMATION 3 CONNECTION FOR ALL HIP JACK(CORMIER JACK) TO MASONRY WAUAVICF WAUJPLINTEL5 4. CONNECTION FOR ALL CONTINUOUS RIM BOARDTO TOP OF MASONRY AT 3Y Ox MAX. w/(2)AT EACH CORNER.G.C. TO VERIFY LOCATION DOES NOT CONFLICT W/TJI(IF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WAWBEAMSw/(2)12d TONNUS O MINIMAL CONNECTOR LINO ON FRAMING PLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM © MINIMAL CONNECTOR LINO ON FRAMING PLAN 1. CONNECnMFORALLTRUSSESTOIWERNMIEXTERIORBEARINGWOODWALLSANO/ SEAMS ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSHI SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO. BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS' FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN." ' IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT 1S REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL SEETYP. WALL SECTION 2x4 P.T. FASTEN TO C.M.U. w/ 11/2" LONG T-NAILS @ 2'-0" O.C. SECUREJCHANNEL @ 12" O.C. METAL DRIP EDGE02 + 2 x SUB -FASCIA 0 VINYL G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY To RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=r-a' ••4IlB I/Fv• W L 7 F LO m $ 1 LL LL N p Oti�Z L Bmme$ w cumINAgti m ZN d a k Z o N O WWwTDSENG-00M z o o z N -- z� a� J N d _ CNI n Z N to m W 9 Q Y Ow l'!it � U c en R3 m _ wNE . 3: L p W N Iyl I<C4 em IIMIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFEIREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VT Job Information: O W 4 In a N U L[ > N a J m ci) N L0 u- VT Model Name / Number: 1635 Plan Issue Date: Thursday, February 16, 2021 KA PROJECT NUMBER: 21-1859 Sheet: Of: I ROOF PLAN B TYP. TIE BEAM W/3000 P.S.I. CONIC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6) -10d X 11/2 SP6 OR SP8 FOR 2XG AND 2X8 WALLS DOUBLE 2x TOP PLATE STANDARD HOOKS SEE M505 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2'x #2 SYP/SPF P.T. W/ (3). 1/2° X 8"'J" BOLTS OR .� (3) 1/2' X6' EXPANSION ANCHORS OR (6) 3' X 1/4" TAPOONS OR (8) 2 7/8' HILTI TIX-0NI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME (EXT/BR / HEAR) WALL T N.T.S. MASONRY CONNECTION DETAIL 20" MIN LAP #5 REINF. BAR R #3OR#4 REINFORCING Jae BAR #3 & #4 1 AP SPI ICE " MIN. LAP 25'M CING #SeAR #5 STD. AO° HOOK #5 I AP SPI ICE 36' MIN. LAP #6 REINFORCING BAR * GRACE 40 U.N.O. #B 1 AP SPl ICE MSO5 REBAR SPLICE DETAIL - GRADE 40 N-T5- ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING It NO 2 a 4 1/4" X 2aA" 12' O.C. 1 2 x 6 1/4' X 2%- 12' O.C. 2 2 X 8 1/4" X 2aA" 12' O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. rT- _____ PREC;�;LINTEL _ r r r a ; (2) 2X P.T. i BUCKS W/ i 1/2" O.S.B. r BETWEEN r i r � FASTEN PT i NAILER TO MASONRY r n r USE 1/4"X 4 1/2' TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED IVIS11 I 2x BUCK DETAIL N-TS LINTEL SEAM: le 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP Up 530) CONIC, SLAB SEE FOUNDATION PLAN FOR MORE INFO — NON-SHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. —FILLED CELL: FILL BLK. CELLS WITH 3000 RSA. GROUT ONE #5 C LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25"(ACI 530) TOPOFSIAB 4 -10 T MS021 TYPICAL SHEAR WALL SECTION N•TS• FORM & GROUT SOLID �U "sF �:e ,w. r 8F12 11B11 #5 BAR CONT RM85 12" LINTEL DETAIL O O LINTEL PLAN SCALE: 1/4' -1'-0" ALL ELEVATIONS GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING AEIV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. * LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 82' HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PROLRETE F= RLLEO WITH GROUT / U =UNFILLED BEIM AT TOP MIN. 11) P O'D R=RECESSED CLfAR 1�OTY. OF #5 I e BOTTOM OF UNTEL Ill OF LINTEL CATTY . • . TOPKNOCKOUT UNTEL BLOCK COURSE ,r 8F161B/1T •c -',: ° 1QUANTINOF roGROAT QMINALL' WIDTH .r 05 RESAR AT a5 REBAR AT TOP BOTTOM OF UNTEL CAVRY NOMINAL 0 HEIGHT OM TEINFORCING 74i UAL YAHIESJ PflWDEO IN LINTEL TYPF DFSIC"NATION 8' NOMINAL WIDTH GFNFRAI CONCRETE LINITEL MATERIAL C AFNFRAI INCTAI I ATION NOTES 1. YC Recar llnmis=3500 ps1. 1 Prwlae NO mrtar head and bad lame. 2. Yc Res[msaet News =6000 pal. 2. Shwa filled stride esmqulml 3. grouted Per ASTM 04761'g=A"Ww/ G. headed. ofI l moat comply Wm me debt uml rrd/ar structural drrxirlge. 4, mavbrwm 3/9° aggiegete end 6' W I I- slump. 4. It well am marwrectumtl all 5-1/2" bng nol at the emb accommodate to accommotle 6. Cmasonry wits per mr%i cm w/ VarUCO Call minfercing and Wool mlr ial non area conspo iw mrergth = WOO pal. 5. All lintels meat or esoeed L/3W wmcel deflection, except Ilnt is 17' 4" arb 6. Rebr per ASTM A61G Grade 60. longer With a norwmi I'mof W meet or exceed L,/160. Prestressing Prestreng strPonml mit; grade Sol6. BsOwT"d adrebwto to located 9 tra batldm of the IrlW wn'ZI. 7. 2701aw mlessawn. 7. 7132" damater wire atwma ere well W tie, bonds amal for amora lM rchwAX8. 7/W Wm per AWV A51O. S. Cedlmpl c concrete mry de provided In compodte Intel In lieu of soncmte S. Me" Per ASTM C27O type M orS. roll units. 9. 5a11s Iced ratings based wt ratbnd deai andyab per ACI 31S end AD 530 Approval alsir6.1 JLL Tre .l.r. s0el hove - 11 my iaccord a b extei l,,rell emadng of etuero aR/btl In eeepmmea with ASiM 0926 arolhr apprawtl a bating fete= poll 1, ASTM G926.re weflng. U. Umelsal d(grayny and crow ondhwbamel (IatemO ' loetla ehoud be checkatl it camdrx bating rlN iM Mlawing equdbn: hlbdmutrmousc combine Applletl ♦wdoel bad ` Applied hwlmrEel load < lA Be. veNcel Load We hodmntal load! P. WOO WOO SRFB-0B/1T 8FB-0B/iT " 0 0 0 0 • 8RF141B/iT 8F18-18/1T •'b: . ''A O O ' © D -0_ 8F20,1S/1T 01 O O ' aE BRF2ZYB/1T SF2418/1T `O O O 8F281B/iT `'O'• O O GD SF321B/1T rise, 60c PRECAST "U" LINTEL w/ 3000PS1 CONIC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WIl'H TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE R n, R STD. 90 HOOK ANCHORS (TYP.) • STD, 90 DEGREE 8 REBAR ON BOTH SIDES ANGLE 3000 P.S.1 OF OPENING ULNA• CONIC. W/1 05 D TVP. BOND BEAM REBAR MIRMW8" x 8' X 18" K.O. PROVIDE KNOCK -OUT �� LINTEL BLOCK BLOCK FOR FIRST FILL W/3000 P.S.I. '• COMPLETE CMU COURSE CONIC. W/1 #5 CIA. • BELOW SILL& FILL SOLID REBAR 1. W/ (1) #5 BAR FOR ALL ' WINDOW OPENINGS 6'-6" AND LARGE .•: .: ` •:. INDICATES FILLED •,• .• •• B".x a'x 16" .•- CELL FROM FRi. TO CMU U.N.O. BEAM WITH J. #5 BAR MIN. TYP. DOWEL 25" MIN. LAP (ACI 53D) • - .:'• . • :':. • SEE FOUNDATION PLAN SEE FOUNDATION FOR LOCATIONS PLAN MS01 I BLOCK WALL REINFORCEMENT N.T.S. a tpOD F w` ag F to OD � bi R=C3 ffi ON Ci iL W .Hon a mfOm$E a a 5 b�W dAW� R W in Iv Q Zt o 0 826 �a5 �S ` O OD j o-filly LL Z 6 a 11 G 1 8d�v Z C. 11) 7 U e ms 000 r mm YMW,FOSENG.Ct71M 0zZ o Z N Z 4 L y a ri — In z N •~ w o TCS o 4 1 V) w � c(t') F fl cmiE w W { 0� 2 y) aCNIom 4m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE TI Jobinformation: O (D O W \ 12 M Y / z a Q J W Z) M o YJ Model Name / Number: 1635 Plan Issue Date: Thursday, February 18, 2021 KA PROJECT NUMBER: 21-1859 Sheet: 0 ma Of: LINTEL PLAN 2x6 #2 SYP P.T. W/ (2) YVxY WEDGEANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X '�" X 1 1/2" STEEL LAG BOLT � 'LT 'PER W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 0 1/2" X 8" A.B. W/2" 0 OJ" BOLTS WASHERS SET IN FILLED CELL W/ ff5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL zSECTIONAL IL OVERHEAD DOOR CONT. P.T. #2 0" WOOD SYP 2" X 6" TRIM 0 ......... co 2"x6" P.T. WOOD JAMB Y r cN 0 CN DOOR AND CONNECTION PER GARAGE SLAB GARAGE DOOR MANUFACTURER L 0..-'(0 TYP. GARAGE DOOR sl TRACK MOUNTING DETAIL o o ;D i� MS12 OVERHEAD GARAGE DOOR ATTACHMENT (D d' 0 1000 g A H co 0 co Lo W ga � " ' p i�t 2 is H 113 BLOWN -IN R-30 INSULATION PEP, FBC AND ENERGY FORM SUBMITTED WITH �A Z!14n 'o I BLOWN -IN R -30 INSULATION PER PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) 12 'c' lox o LL FBC AND ENERGY FORM SUBMITTED FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) s"o 9- 8 0 12 WITH PERMIT APPLICATION OVER APPROVED UNDERLAYMENT Ln M 0 9 PROVIDE BAFFLES AT EAVES SEE PLAN VENTED ATTICS) PER FBCR 905. 1.1 OVER APA al V) 0 El El (FOR P ENGINEERED WOOD ROOF SHEATHING -SEE SCHEDULE- %~.R)SENG.coN FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) TRUSSES @ Zl' O.C. [RSH] - ON FRAMING SHT. FOR SHT'G & FASTENERS. C OVER APPOVED, UNDERLAYMENT z PER FOCR 905.1.1 OVER APA ROOF SHEATHING - SEE SCHEDULE -• —TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR d Z z PRE-ENG. WOOD [RSHI - ON FRAMING SHT. FOR TRUSSES @ ZVO.C. & FASTENERS. _7T _B_RG. FiT.SHTG ddd cn 1/2" DRYWALL ----I TRUSS ANCHOR (SEE PLAN) FELT PAPER OR ETAL DRIP EDGE TRUSS PLATE Cn TO BE INSTALLED ON OUTSIDE FACE . IV 3/4" P.T. NAILER . I 11 2X SUIRFASCIA L/) Q) SOFFIT. SEE ARCH. 1/2" DRYWALL 4� PLANS X(o METAL DRIP EDGE 1/2" DRYWALL CURTAIN NAILER 8 x 8 x 16 K.O. I x 4 P.T. Q WINDOWS LINTEL BLOCK U — W 0 V) A CONNECT ALL 2K STUD 2X SUBFASCEA 1 x 8 P.T. @ S.G.D.O.H. W/ (1) #5 DIA. REBAR & 3000 PSI CONCRETE V) cm In TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. 15d TOENAILS PLANS SEE ELiV PRECAST OU" LINTEL U In cq E Ro SEE SCHEDULE 1/2" DRYWALL — SEE PLAN FOR HEADER SIZE JA U OD 'tt Lo IN C5 AA A MS HOMES OPTION — 15/3Z" OS3 EXPOSURE I ON O.H. MAXIMUM OF (3) - 2X PLATES MAY 13E ExT,WALL W1 ALL EDGES BLOCKED. SEE ELEV. 5th I :31S FOR NAIL ATTACHMENT. ell Al FLORIDA CONTRACTORS LICENSE NO. CRC:1330146 ADDED BELOW THE HEADER W/ EACH PLY ATTACHED W1 (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 13/4" 0 2" O.0 EDGES AND FIELD. NOTE: 41r MAX. SILL HGT. ON FILL CELL -(1) #5 DIA. ASTAPLE APILL, NAILS AT 3" O.C. ALL BEDROOM WINDOWS. REBAR W1 3000 PSI CONIC ALL LOCATIONS AE COL' 3000 GULFBREEZE PARKWAY SHOWN ON FOUNDATION � GULFBIREEZE, FLORIDA 32563 VINYL FRAMED WINDOW W/ SCREEN H & FLOOR PLANS BOCC DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN PORT ST. LUCIE LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS, IF NO Vi Jobinformation: OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). NOTE: 44" MAX. SILL MGT. ON ALL BEDROOM WINDOWS. rM —VINYL FRAMED WINDOW (I W/ SCREEN WINDOW STOOL ri CEMENTMOLIS DECORATIVE PER SPECS N PRECAST CONC STILL FINISH 7/8" THICK PER ASTM C-926-98A PAPER BACKED FOIL R-4.1 INSULATION AT CMU BLOCK WALL _2X STUDS (SEE FLOOR PLAN FOR M FOR PER FBC AND ENERGY FORM EXTERIOR FINISH - 1/2" DRYWALL MORE INFORMATION). SEE TB13 SUBMITTED WITH PERMIT (SEE ELEVATIONS) 0 ON SHEET 6 APPLICATION FOR NAILING INFORMATION FOR R-13 INSULATION AT EXTERIOR WALL SHEATHING. FTG. DOWEL #5 DIA. REBAR I x 2 P.T FURRING 17" IN CONCRETE - 25" I x 4 P.T. FILE Copv LIJ 0 0) V5 j2 -4 WOOD FRAME WALL PER FBCXTEND P.T.PT2X #2 SYP. BASE PLATE (ACI 530) ABOVE BASE NAILER SLAB. ALL LOCATIONS SHOWN > CL 6 V) AND ENERGY FORM SUBMITTED— wl 1/2 x 8 A.B. (OR 1/2"x WTITEN cq Lo a) WITH PERMIT APPLICATION HD) w/2" WASHER AT 32"O.C. WOOD BASE ON FOUNDATION PLAN > d- WOOD BASE MIN, 6" FROM END -SEE WS07 FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR FOUNDATION FOR, SEE FOUNDATION PLAN FOR SLAB INFORMATION TOP OFSLABr7-77-77= SLAB INFORMATION TOP OF SLAB M U) U) A ;o GRADE fig% VI Model Name/ Number: T1 GRADE 1635 CLEAN 'SEE PLAN FO R iv T RE -BAR QUANTITIES I • FPIan Issue Date: COMPACTED FILL A, Thursday, February 1.8, 2021 T SEE PLAN SEE FOUNDATION VI KA PROJECT NUMBER: 21-1859 SEE FOUNDATION PLAN FOR FTG REQUIREMENTS PLAN Sheet: S-2 Of: WSOi TYPICAL WALL SECTION 81, Cmu 3/4" = l'-O" TYPICAL FRAMING WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4 0. DETAILS ttTTf la1,}7/ t . N PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2ROWS 12d Ca ��� FLQ.•'" ,. TOP PLATE ATTACH w/ 3" O.C. —DOUBLE 2x4 � { • S $ 4 0\4" (2) 12d NAILS O.C. TOP PLATE `�t� a1a 1.I LLBbb6g (SOLID BLOCK w/ 2x6) 4g" N 2x4 STUD MZA! 7 PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE - NOTE: @ ALL EXT. CONDITIONS ATTACH 2z STUDS OUBLE 2x8 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE 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 STUDS) 2x4 w/ 2 ROWS OF E $ m on TOP PLATE TRANSITION 12d NAILS @ 3" O.C. P u5 �g W 1- go PIPE OR DUCT w/ UBLE12d Ohm�S " w PENETRATION THRU TOP SPLICE �„ 6 2 p^ w a TOP PLATE W/ MORE - THAN 50% OF TOP W o _ � � w 3 ROWS 12d 13:3 h a w `n PLATE WIDTH INSTALL • o g � m O SIMPSON PSPN516Z @ 3" O.C. m _ E � '24:! 3 0_ w/(12)16dNAILS TYP. ytllf�_E m m J TOP & BOTT. A! s .� • . 2 ti d a NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OTTOM SPLICE ' $ q o n o TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD i . _i 2 0 ? N SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED as W/ (1) SIMPSON H2.5A CONNECTOR @ EA, STUD TO a www.wsDuc.cDN ❑ ❑ ❑ TOP PLATE W 8d 2 1/2" x 0.131 NAILS * N07 REQ'D. WHEN QT SYSTEM IS APPLIED (\/t11 1/ z m NOTE: V/ z o C) PLATE LENGTHS MUST BE LEAST 8'-0" LONG. TYPICAL WF17 TOP PLATE SPLICE DETAIL 3/4"=1'-0" to 2x8 SYP #2 ru_ o o TOP & BOTTOM U —< ATTACHED W O L 4 (1) ROW 16d 2x6 SYP. #2 L NAILS @ 16 O.C. RIPPED �� U = N E ro w EXT. OUT BEAM TO SUPPORT BOX HEADER DETAIL SIMPSON HUC410 TRUSSES IF SPECIFIED ON PLAN -.)a " t'i '. U o - - _ BUCKET SEE ROOF �------•--- , .:" «_ �.. PLAN FOR MORE INFO ' ,a.,m"` , �: Q o m * CRIPPLES MAY/MAY NOT BE PRESENT. ; •_,"LIB aQm Q IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION SEE ROOF PLAN "'' t:OU6' 0 FOR BEAM SIZE DAMS HOMES (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLK'G. OPENING G.C. TO W W/ .82d -8 INSTALL (3) TITEN HD. EA. END (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) 5/8" x 8" EQUALY SPACED ROW OF STAGGERED 10d COMMON WIRE NAILS ROWS OF STAGGERED led COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS PER SIDE INTO CMU AT (D = 0.1413", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D-0.162",L-3-1/2")OR EQUAL (ONE INTO EACH OUTSIDE FACE) (0=0.162',L=31/2')OR EQUAL JACK TO HEADER, NO BASE EDGE VIEW HEADERANCHOR , NAILED TO TOP PLATES, ' ; & CONNECTION INFO ; 12 i��� it ��ikl HEADER & JACK ' SEE ELEV. (TYP) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 HEADER SIZE NO. & SIZE OF PRE-ENGINEERED WOOD TRUSSES @ 24" 0/C 3000 GULFBREEZE PARKWAY SEE FLOOR PLAN ' UPLIFT CONNECTOR (SEE SCHEDULE) & GRADE EgCTH ENDS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FOR COLUMN SIZE & ; GULFBREEZE, FLORIDA 32563 SEE PLAN FOR BASE CONNECTION INFO BEAM SIZE (Z) LSiA OPTION A OP TI O N B DOUBLE 2"x4" TOP PLATE DIVISION LOCATION: 1/2" OSB FLITCH PLATE 1)),ADJACENT NNLS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE I/4"DIA. x51/2'AG CONNECTOR REQUIRED SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED PORT ST. LUCIE OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) (3)16d COLUMN SIZE &BASS ON BEAM SCHEDULE/PLAN "x4"STUDS@16"OC 2) ALL NAILS PENETRATE AT LEAST 3/4"OF 4) REFER TO NDS SECTION 15.3 FOR SEE PLAN SEE SCHEDULE / Job Information: THE THICKNESS OFTHE LOST LAMINATION. ADDITIONAL INFO. 24" AT COMMON 2x CRIPPLES@16"O,C. CONNECTION INFO FOR WLL CRICKET AS REQUIRED 24" O.C. NAILS TYP W/ SIMPSON SP2 TYP. '" I \ ` ( )�( HGT. TOP AND BOTTOM 2-ROWS 12d NAILS SECTION A -A WF37 TYPICAL COLUMNS DETAILS N.T.S. ' I STAGGERED @ FOR OVERHANGS GREATER THAN ' : FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR �N,; SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) Y' F.F. OVERHANG CMU FOR OVERHANGS BETWEEN 5/8" TO 11/2- '*�HEADER PER LOCATION �110 _720�N/ MOP, ' • • NA.,III O.C.e 16, • SIDE Z 2x4 SPF CONTINUOUS BLOCKINGATTACHED TO 7/16' OSB W/ :d NAILS. SEE DETAIL ABOVE ELEVATIONSEE •• ROUND/ SQUARE• i• • EACH END A. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 12" O/C EACH SCALE: 11/2" = 1'-0" * WHEN STUD LENGTH 15 LESS THAN 12" USE FACE OR 3-ROWS 12d NAILS STAGGERED Y ^/ SAED AT EACH STUD PP STUD WRAPPED OVER @ 12" FOR 2 x IO - ER HEADER OR GREATER A SIMPSON SP2 @ EA. STUD O TOP PLATE & NAILED HEADER EACH SIDE F__�A APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES W/ F FI LL ALL HOLES IN STRAP DOUBLE 2 X #2 SEE PLAN FOR _ ` -.. .. _ - '. TOP OF BEAM 8d COMMON WIRE NAILS @ 4" O.C. BOUNDARIES 6" 0/C EDGES & 8" N S.Y.P. HEADER W/ LO 1/2" FLITCH PLATE w SEE ROOF PLAN _ -FOR BEAM SIZE & O.C. FIELD lOd NAILS @ HEADER. (U.N.OJ R-19 INSULATION AT EXTERIOR M 8" O/C TYui P. CONNECTION INFO WOOD FRAME WALL PER FBC AND ENERGY > d FILLING AND BLOCKING AS FORM SUBMITTED N 3 DOUBLE 2 x 4 REQUIRED FASTENED TO WITH WITH PERMIT APPLICATION EXTERIOR WALL IS _ _ _ STUD CRIPPLE STUD HEADER W/(2) ROWS __ _ Y U m � 3- SEE FLOOR PLAN FOR EXPOSED TO INTERIOR SPACE) to TYPICAL .) OF 12d @ 16" 0/C UNLESS COLUMN SIZE &BASE NOTED OTHERWISE CONNECTION INFO SIMPSON SP1 @ EA. STUD Q ' ^ r ^ Ir7 U_ • v' vJ 2"x P.T. PLATE MAIN SPAN ROOF TRUSS Model Name Number: 2 x 4 STUDS TYP. 1/2" X 8" "J" BOLT SIMPSON HTT4 W/ (18) N @ 24" O/C MAX 1635 CMU 16d NAILS &A 5/8" UPLIFT CONNECTOR VI Plan Issue Date: EXPANSION ANCHOR 8" x 8" x 16" K.O. (SEE SCHEDULE) W/ 6" EMBEDMENT U.N.O. °• BLOCK W/ 1 #5 CONT. OR 8 1/2" AT GARAGE ° • Thursday, February 18, 2021 _NtNG(• STEP DOWN ',' CMU WALL KA PROJECT NUMBER: * * HOLD DOWN CONNECTIONS •:'. 21-1859 NOT REQUIRED @ BEARING P.T. BOT. PLATE •'.;: ,—SEE FOUNDATION PLAN FOR MORE INFO NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. WALLS WITHOUT UPLIFT WINDOW OR DOOR OPN'G sheet: � of: S MS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. FWF397TRANSOM DETAIL AT ENTRY 1/2"=1'-o" WF09 WALL HEADER DETAIL N.T.S. CD11F COMMON BEAM ATTACHMENT N.T.S. WF42 I KNEEWALL ABOVE MASONRY WALL 3/4"=i'-D" TYPICAL WALL DETAILS MAX 9" UNSUPPORTED . 2X4 #2 SYP BLK'G @ 16" O.C. W/ *DIAGONAL SPACED AT 20'-0" O.C. MAX (2) 16D NAILS EA. END. SEE [RSH) -, SAME SPACING AS BOTTOM CHORD LATERAL BRACING SCHEDULE FOR SHEATHING ATTACHMENTS. IF> 9" 2X4 #2 SYP TO BE LESS THAN , (MIN. FIRST 4 BAYS) BLK'G @ 16" O.C. OR EQUAL TO 45° 8d NAILS @ 4" 0.0. CONT. 2X4 #2 MINIMUM 2"x4" �' - 10D X10.1131 @ 8" O.0. EA. IDE) i CROSS BRACING L .-•• "�,.- WALL AND ROOF (SEE PLAN FOR • ro . SHEATHING, SEE T613 LOCATION ) BLOCKING FOR SPECIFICATIONS w 2X4 SYPL BRACE. FOR _ ,• y� 2x4 SYP OR SPF CROSS BRAC GABLES 3'-0" 0 6-'01R " TALL. 48 0 C. AFTER NAIIDWE 2x6 SYP L BRA • ' - • ; , THEN EACH 6 GABLES 6'-0" AND TALLER. • CROSSING A� GLE. ATTACH LBRACE w/ • (NOT REQa 1" OR SHORTER FASTEN ( - SIM ON HGA10 12d NAILS @ 4" O.C. • • CONT 2x4 OR SPF BRACE CONNECTOR FROM GABLE TRUSS TRUSSSYP BAYS (SPA") NAG ED) DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. (3) 12d W/ 312d TO CHORD (MIN BLOCK PLATE NAIL GABLE TRUSS PER JOINT , 1ST 4 BAYS) TO TOP PLATE w/ 16d NAILS @ 4" O.C. _ S L CONTINUOUS LATERAL BRACING- E 2x8 .T. PLATE 1/2"x8" ANCHOR BOLT ��— 4 BAYS NAIL OVER A AS SHOWN- �) 2x4 SYP OR SPF BLOCKING AT 48" O.C. MIN. BETWEEN TRUSSES @ 48" KNOCK OUT COURSE INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR A. O.C. MAX. FASTEN TO EA. CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING SYP w/ (3) 12d @ EACH TRUSS w/ 312d NAILSD MASONRY WALL TRUSS WEB ROOF SHEATHING, SEE NAIL TOP OF "T" TO GABLE40FT" TRUSS w/ 2.12d AND 1 T1313 FOR ATTACHMENT SIMPSON H8 W/OVER JACK TRUSSES, SEE 1010dx11/2" NAILSPLAN.,TU lq e1,FASTEN FSDS TB01 TYPICAL CROSS BRACING DETAIL N.r.s. TBO2 TYPICAL CROSS BRACING DETAIL N.T.S. (1) SIMPSON HGA1048" O.C. W/ 8 1/4"xl 1/2"a°l Gf N WOOD SCREWS GABLE BLOCKING w/ 2-12d TOENAILStCA VIDE 2X4 MIN. BLOCKING AT END TO TOP PLATE BEAM / TO GABLE TRUSS w. 2-12d 0 NTER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM AND 1-SIMPSON HIS w/ •• ,� � ; p WEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS .. ORogcHENDroTRUSS TOP @ WOOD FRAMED WALL @ DUTCH GABLE �. RUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING N.T.S. GE01 GABLE END BRACING+AT � Ess10� Itr WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP LL TRUCTURAL PACE G.T.-- SHEATHING ADD 2X4 ALONGSRIPPED 2X4 SYP #2 TOP CHORD WHE----NAIL TO TOP CHORD TOPREVENT SHE- OF HIPPED TRUSS W/SPAN HMAX FROM EXCEHIP 12d NAILS @ 6" O.C. 24" SPAN (EG.T SIDE OR BOTH IF (2) 12D NAILS MINIMUM (3) 12d 8,F ROOF A T 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SHEATHING SEE PLAN *SPACED AT 10'-0" MAX SYP TRUSS BRACING .-•°'_' 00 ° m F �g ro Ir k 2X4 BLOCKINGB�& BETWEEN TRUSSES HIP TRUSS ��M�� Iua a y 2 }}3'3S5 _ : _ SFCT. A -A ¢ gD9g 13_2"4i It 3 ���� FTB03 HIP /RIDGE BLOCKING DETAIL N.T.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. Wm m J W s g M H¢ as a IL W ° °❑❑❑ � �— NhwV.FD3ENG.COM Z c7 NOTES: Z � a Y_ TRUSS J 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPS-2014 a (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 M Z N IN WOOD TRUSS CONSTRUCTION, FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED 1 M TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY 1j(/ IiJ CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT SO AS TO AVOID OVERLOADING ANY ONE TRUSS. w g EVENLY OVER A LARGE AREA THE TRUSS MANUFACTURER ALL O 2. ALL BRACING (OB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. U Ai w ot7G 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT C ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. S. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. N m Lf)O r �� SEE TYP. TRUSS BLOCKING DETAILS L) N E SHEATHING r 3 T04TRUSS x4 SHOWN Way o0 ALTERNATE TRUSS SPACES DIRECTION c a N o RUS A DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. SEE 12)- NAILS W/ (4)12d TOP &BOTTOM OR HS TRUSS SS-E, 10 TO Ea TRU55 - � FLORIDA CONTRACTORS LICENSE N0. CRC3330146 OR HCLR/LL IN PLACE OF (4) 1OD Q e- REQUIRED @ RAFTERS GREATER THAN78'-W GOOF PARKWAY .... SEE STRUCTURAL NOTES AND NAILING g \F Lg1T, ® REEZE,GULFBRE LO GULFBREEZE, FLORIDA 32563 SEEPIAN OUBLETOP DOUBLE LATE TOP PLATE SCHEDULE FOR SHEATHING DETAILS ,... , I �a,p� .w coo DIVISION LOCATION: PRE-ENG. TRUSS SECTION B-B 772x VARIESw ROOF - STUDWALL SEE PLANE"' SLOPE PORT ST. CLICHE ,.. CONV. FRAMED RIDGE \ \ \ / / / ♦ Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2XO 42 2X4 SPF BLOCKING \ (4)1 d WHENIT LANDS SPF 48" C.C- W/ (4) 12d \ \ BETWEEN TRUSSES TRUSS NEXT2x8 BLKING. NAILED @ EACH TOP & BOTTOM OR H5 OR \ @ 48" O.C. MAX. / SIDE w/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF (4)12d REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER \ B \ \ 2x4 SPF BRACE / jE \ @ 48" O.C. - NAIL W/(4) \ COLLAR TIE \ 12d AT EACH END & SHEATHIN •" v RgERY q d �C]c \ \ \ \ ALTERNATE DIRECTION O \ 2X4 BLOCKING BETWEEN CB BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) � i FILECOPY 4)@D EACH EACH END, CONT. BAY B TB 2X4 SPF W/ (2) #7X31/2" / / TRUSSES Y N 4i 0) ALTERNATING DB WOOD SCREW EACH TRUSS OR H5 @ 48" O.C. / / SEE PLAN W i N i M BLOCKING PREENS. TRUSS \ / / aO-d) M h N CONT. ROOF SHEATHING AT TRUSS TOP \ / / CN Ln j N STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ \ / / M D- SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / —• CD tf B 2X4 P.T. BLOCKING BETWEEN DIAGONAL 2X8 K2 SYP RIDGE BEAM 2U-0 ON CENTER \ \ \ \ / / / / 2X4 SPF BLOCKING M W r ^ ' ^ In LL v / V' TRUSSES W/ (2}12d NAILS @ AT 8'-0" �R D EACH END 2x6 RAFTERS @ 2'-O.O.C. \ ^ / BETWEEN TRUSSES ♦ Model Name/ Number: MAX Y \/ MAX. W/ (3) 120 COMMON TOENAILS TO RIDGE BEAM 0 24" D.G. MAX.W/ / \ WALL BELOW a Fr RAFTERS / \ \ (3)12d EA. END (TYP.) 1635 (SEE PLANS FOR TYPE) o D.C. MAX W / (3) 10D� CONC. MASONRY SEE PLAN COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD ♦ Plan Issue Date: T & 8 CHORD BEARING SUPPORT 1/z" SPACE TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING Thursday, February 18, 2021 ♦ KAPROJECTNUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING INFORMATION 21-1859 2x4 S.Y.P. @ 16" O.C. I Sheet: Of: TBO6 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.s. ROOF FRAMING AND BRACING DETAILS M 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 11/4" EMBEDMENT INTO THE MASONRY JAMBS. Dill SPA EVE 6" 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE F„ 6„ 3„ b.. 3„ 3" 3n 3„ 3" III III 1 3" 3" ' 3„ 3„ T 6" 6" 6 6 DOUBLE DOOR W/ SIDELITES 7A /E in >" 6, SPACE _VENLY i" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE V-Orr IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. TOP OF SLAB Crj — - - - - - — 09 Z-li °I IN, f - lr - Ir 1 v v if v i o z I ' 16" MIN. DIAMETER !° _ ° CONCRETE FOOTING 1 PROTEC N.T.S. W SPACE EVENLY W velleycencenine- Pie bed each an .2" ripp f espy 1n8 CBngnl. 2" 8" SEALANT D E NAIL SHINGLES W/ SS OR 12 GAUGE ROOFING • NAILS. 3/8" MIN HEADS.6 PER SHINGLE. wool Da'µ (\ 01Duo \ 7" s to use In am C. O Uo envirneti, SmOocr� ��5e 3roGourge � � E nd Crut s � Out ahingies 7 back from valley cmtedine SHINGLE INSTALLATION GUIDE i� ROOF CRICKET: MIN: 3:12 SLOPETF�LAgHING ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY , PAINTED BEHIND FLASHING LL FINISH AND EXTENDING A LOCATIONS) MINIMUM or 6" ABOVE GALV. VERTICAL RISE OF FLASHING VERTICAL WALL CONT. AT HNEEwALL T ENTRY ST SEALANT FINGLESGALV. T CONT.-� , FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED \ FLASMIRVG AT ALL VERTICAL WALL INTERSECTIONS \ WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET J KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW gee' AND/OR SGD FRAME MIN,) GLUE STRIP w/ ADHESIVE SEALANT &SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATIONOFWINDOW ATTACHMENT N.T,S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS I',' -.1/2" DRYWALL FLAT HO. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY \ JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH ° DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME BY OTHERS SHEATHING —. BY OTHERS CAULK BETWEEN -- FIN &SHEATHrNG EXTERIOR — FINISH BY OTHERS ri RYMETER - CAULK BY OTHERS O.A. WINDOW HEIGHT EXTERIOR 11/2m MIN. EMBEDMENT r--*8 WOOD SCREUJ r �l'aetl��MIN I TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S Wall Framing: a2SMuce/Puce/Fir Or & Siliccne tl1 Screw somy,y2^ . Minimum Penetrapm b3/e' C Posts Section View EMerior SheathiN Shop 1 Mwsure to be are the opening is 3/8" ld 12" larger than the window siu both wxlmlN and hdr0ontaM. • You may An to prednll the installation holes in the fin a<this time. Disregard me holes Vve atioundy Ah, as over ere not reeesvM Sep 2 Apply a generous bead of sllome to the backdtle of the mounting fin. Use enough sNlmne to sufficiently fill all wide between the fin and the wall sheathing. Sep 3 lnwtthe wMm nrtr the opening frmn the oAsde. The widow is labeled "Wide" and "ou elide", but If (Hager labels have been removed, the glaarg bard should always be to the inside of the building. Step 4 ImWll shins ode the sit, adjuding them until the Unit Is ph mb in the opening. slims should be initiated under the sia every 2 feet Step 6 Instarl one rmlammg fastaras in a" Increments from the corner Strews to the Carter of as& had member. use care not to may - tighten the scrams and Pall there through the fro. AND, make sure the weirs go in straight and 60 not muse the frame to bow. Wag framing should be a mmmum of #2 Spruce/Pine/Fa. Fasteners should be#10 screws of sufficient leatifth to achiew 1-3/6" penetration into the wall and M less than Ur from edge offne DStener entitles needed in Ntlr side ofbametoadreve l8 dFameMembe 10" 10" 26• 34' 42" 1 50" 1 Sr 88" 74' 1 02" 1 90" 158" shmberofFasteams 1 2 1 3 1 4 1 5 1 81 T 1 0 4 18 1 31 1 12 1 13 Step 7 Removeevicess suicone" our horn around the fin aria hapacithbr holes or, voids. usesCkoneoorrl molds. Sep 8 If desired, a loam Wulatim on be applied to the Interior M between the widow and wall framing. If aPPlled, th&.1tbe the NON EYPANDING YYPE FOAM. Sep 9 Sma these windows are typically used in rooms with high mdsNrs, Is; bathrooms, It 0 recommended that the mtedor gap between the window and wall framing also be sealed with silkme ad Waled se as not to Ntersere with the installation of wallboard, the or trim. Sep to Once ag mnsbuction Is Cmpk4e, remove the bubble wrap fron the Inside and outside dare window. if recess", clean the Mocks with a mild deterrent and warm water uam a soft cloth, Failure to follow these procedures will void any and all warranties. "IENERAL NOTE: L- 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: Product Design Manufacture Model # Attachment Pressures Method Roofing: DADE 1st Choice COUNTY APP. IKO Industrues, Ltdfl Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. WJ 3/8" MIN PENETRATION THRU SHEATHING :ToZ1�11►Cr11 Ali V,�991111JIJf r, O TOFF/ s E. s m .00e Af J N �"•, p�E o0. ramie ' C qD 9 F n SSI(i `` w ��31. to r- 00 �g�: R LIO LO00 •" Rk gp nC Era �, D$ Cm t'fi s'fi W cdtl all 0 rags a a e =6�s w in 15asl 13MLm 6 3 1- c ~ m� n m O W _ 8 LLaW. w gyt� YN a V z a�� Approval # "i .,,' , : 4 IN U H I. vMwV D6fNG.DOM Cl ❑ ❑ W 19 FL7006.1 R-10 Z o eel Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Fl21580.1 R-2 Products Inc. "Off -rid a vent" "LAND 4" D.C. TYPICAL MAX. ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING TAMKO NHO 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-R8 PRODUCTS LLC P SATURATED RGANIC FELTI ATTACHED IN ACCORDANCE WITH 2nd Choice R905.1.1 Overhead Garage Doors: 53W5 1st Choice +30.0/-30.0 CLOPAY 18 x 7 2"x6" P.T. WOOD JAMB WITH 1/2" DIA. x 8" "J" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY S x 7 FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 THERMA 7RULORP. GLAZED 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.1 FIBERGLASS INSWING TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS THERMA TRU-CORP. FLUSH FL20461.19 2nd Choice +67.0/-67.o FIBERGLASS DOD OUTSWING AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL REATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 4 1 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) Siding: 1st Choice +OJ-146.3 The Tapco Group 7" Staggered INSTALLAITON EASTERNERS ARE GALVANIZED STEEL ROOFING FL20403.17 Shakes NAILS 1Lh" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N.A. N.A. SHALL BE BEYOND WALL DRESSING Windows: 1st Choice +40/30 MI WINDOWS 3540 SERIES Single Hun (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN, 1?k" EMBED. TO ALL FACTORY DESIGNATIONS WRH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS FL 17676.1 R9 3540 SERIES +40/-50 MI WINDOWS Single Hung (flange) OF WOOD BUCK THROROVIDUGH BUCK FL 17676.8 R9 3540 SERIES INSTALLATION E USE s8 WOOD SO EW OF +50.0/-50.0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE 1Ya" INCH MINIMUM EMBEDMENT.. FLiS644.3 R3 IN WOOD SUBSTRATE. Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT6796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A W1926 Horizontal FL 15804.2 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-6 WITH MIN. lade EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. EMBED. INTO WOOD BUCK. Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" O.C. IN FL16503.4 R-3 OF SOFFIT LENGTH Hurricane Panels: HURRICANE STORM 24" Ga. DIRECT MOUNT. TOP 1/4"-20 MALE PANELMATE W/ FL16293 R3 1st Choice `PSF EXT/ PANEL MFG. lvanized WINGNUTS AT 123h" O.C. BOTTOM Lk"-20 SIDEWALK 46 . INC.. PSF TNT. Steel Storm Panels BOLT w/ POWERS CALK-W 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: Luis Pablo Torres Certification Number: FI. # 87864 Name: Certification Number: Z N Q J a z " In C9 ro � m 0 u E 'Si'71 V) c ai V) c m RS -9M L) me E 0 8 GOOD C 00 V ? min Q iV 0 ® DAMS HOMES FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE r I Job Information: O I-- Z °' i; on on W N 12 fM y / to si c�v to 3 Z I—�Um s EL 1-1 OJW -0 2 J m (n fn Model Name / Number: 1635 F Plan Issue Date: Thursday, February 18, 2021 KA PROJECT NUMBER: 21-1859 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING i-WEATHER / RESISITIVE BARRIER TAPE s �OfiACNPI-'"WYI�W HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOISTAND UP WALL BY 6 IN. �I \WEATHER RESISITIVE \�~I BARRIER SEAL TOPS OF JOISTS -� UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) resistive barrier 3. Fold weather resistive barter back over head flashing and seal with tape 2 SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW WPM 1 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBIUTY SELF -ADHERED FLASHING rK DO NOT. BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK PROTECTOR SINGLE JOIST SELF -ADHERED FLASHING \HO.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD I _ SELF -ADHERED FLASHING NAILING FLANGE WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR, ADHESIVETO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND R EQUAL WEATHER PROOF CAULKING / 0 0 G J SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING - 1 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) WP04 SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST WP07 ERIOR IT. FIN. .DING PAPER PE n : 12.0 in cm: 30.5 cm) E LATH -DING PAPER F-ADHERED FLASHING JDOW UNIT $ WP10 SELF-ADHERI 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL RIM JOIST 2 WP02 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) FLASHING FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather-reslat int exterior wall envelope. The exterior wall envelope shall Include Hashing as described in Section R703.4. R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. PRODUCTS DETAILS asphalt felt, free from holes and breaks, complying suer ASTM D228 water -resistive barter shall be Bed over sheathing of all exterior walls No. 15 for Tye Water resistive barrier. One layer is No.live barrier for Type 1 felt or other approved err epp studs or ah at g asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 irahes. Where Joliette occur, felt shall be lapped not less than 0Inches. Other approved materials shall be Installed In accordance with the WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. wateraeslative barrier manufacturer's Installation Instructions. The NoAS asphalt felt or other approved water-reslstive PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall be continuous to the top of walls and terminated at penetratlons and building appendages In a manner to meet the requirements of the exterior wall envelope as described In Section R703.1. R703.7.3 Water -resistive barters Water -resistive barriers shall be Installed as required In Section R703.2 and, where applied over wood -based sheathing, shall include a water-resletive vapor -permeable barter with a performance at least WIRE LATH Detail Instructions equivalent to two layers of Grade D paper. The Individual layers shall be installed independently Such that each layer provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain Refer to the number marked as ® in each detail that corresponds to the to the water-reslirtive barrier Is directed between the layers. BUILDING numbered items in the list of instructions below: Exception: where the water -resistive barrier that Is applied over wood -Chased sheathing has a water resistance equal to or PAPER 1. Install self -adhered flashing in order as shown by numbers greater than that of 60-minute Grade D paper and Is separated from the stucco by an Intervening, substantially nonwater absorbing layer or designed drainage space. O3. 2. Install flashing and weather resistive barrier to form water shedding laps Self -adhered flashing can be substituted for building paper 4. Split the release using the ripcord (Split release on demand, R703n Flashing. Approved metal flashing, vinyl Hashing, membranes and mechanically attached paper embedded in the adhesive layer) - for ease of installation and to minimize shalflexible flashing shall be applied shingle•fashlon or In accordance with tlhe manufacturer's Instructions. Metal Gashing shall be with the corrosion resistant. Fluld-applied membranes wed as flashing shall be applied In accordance with the manufacturer's SELF -ADHERED FLASHING W P 0 3 scoring cuts Instructions. All flashing shall be applied In a manner to prevent the entry of water into the wall cavity or penetration of CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shalt be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM 0920 Gass 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, RUBBERIZED ASPHALT Minimum ) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluld-applied membranes used as Gashing in RUBBERIZED ADHESIVE ASPHALT 6. Fold a5 shown by arrows exterior walls shall comply with AAMA 71A. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. ADHESIVE 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit SELF -ADHERED FLASHING tight to corner ' 8. Mechanically fasten as necessary 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the SCORED exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed In accordance with one or more of the following: �-� (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AsSHOWN) 1.1 The fenestration manufacturer's installation and flashing Instructions, or for applications not addressed in the fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing Instructions or details are not provided, pan flashing shall be Installed at the sill of exterior window and door openings. MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the exterior wall finish or to th e water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection NECESSARY IN CORNERS THROUGH at the head and sides. SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. (� 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ 2 WDMA 300 or FMA/AAMA/WDMA 400. 5 2. At the Intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 4 3 Under and at the ends of masonry wood or metal copings and sills 2 6 4. Continuously above all projecting wood trim. S. Where exterior porches, docks or stairs attach to a wall or Goo assembly of wood4rame construction. SELF -ADHERED FLASHING S. At wall and roof intersections. WP05 INSIDE CORNER 1WP06 7. At bu11Un gutters. r SELF -ADHERED FLASHING PATCH )HERED FLASHING 2 4 5 WP0ING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN 8 AACCORDANCE WITH HTHE MAN FACTUREWS RECOMMENDATIONS, BEFORE W PO V INSTALLATION OF THE BUCK/RECEPTOR. WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 Cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. 3 WP11 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER 0 WP12 .duo„ Cement Planter in accordance ®\� with ASTMC926 over wood 2nd floor Cement Plaster over block Is floor Note: The building paper and metal lath must be installed over the top of the weep screed. - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing 3 112" Unperforated Flange 7/8" Weep Screed Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Block Slab OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 - Building Paper -7/16" G.S.B. sheathing Keep top edge of weep screed 2" below top of block - Vulcum cauk bottom joint only - Metal Flashing 3-1/2" Unperforated - nge 7/8" Weep Screed 112" Cementltlous Decorative Finish All Inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for all FILE COPY -1/2" Cement Plaster Finish 2 12' Perforated Flange 1/2" Weep Screed Install bottom edge of weep screed 1" below finish floor �tutrtrrhe I , %1 O TORRr't ` \. N P C1SE r Q '6 C4 rO 0 , �J J/J ltaohe°1 .0 N Ip OD �.I I- Lo ODr- S f- c s$ e Q 8� rx at 12 c°.c" O$ him IJi ii ii "m=b m'w'FL w a aS Qom" o LL�w J�W�2 a ui R sa 2t1c.6i` Cc 3 d 2 0 Y T W� m 7s�F �� "'� ¢ � G a 15ma 0 ° 0 m U J n � ms wmnv.R>SeNc.coM ❑ ❑ ❑ 0 Z M [/^,, Z8 z y J � -r z " fn W W // V) V� M M C) �m U W t ° AJ�ny\ �e - E 00 00 J �ryll�7 x o�� aM 0 ,- � DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: N�N O zLn 48on y E M O N N U N Lo 3 cr > m 1-YVm �a 0 _3W m o J 00 0 U) LO hL / Model Name / Number: 1635 / I Plan Issue Date: Thursday, February 18, 2021 / I KA PROJECT NUMBER: 21-1859 Sheet: W P Of: WATER PROOF DETAILS PATIO 42X42 A/C SLAB � BY BLDR MIN --- I • 2 FROM WALL e i i I He? He N2 aq he as--------------- : i BEDROOM 4 BEDRQoM 2 RULT CLG. VAULT CLCd. -- -- < C 11M ,.afar ET-- - 230 45 _ v4L`+TCLa, 14x8 1 wcd 10 6 1 wcd r_:f.....:.._....._ _ _..... 70 g 6" 10xlO rag .xl0 rag 1 x6 1wcd 6" r - d3Er9S 8 8 �" W = -- :. •• 4 rag 18x18 rag HALL 125 6" - 10x6 1 w d aa. •' 20 8x M d �T-l^5" bath duct CAM'ES -- 00 VMVINdL 6 r to roof or wall " eap 14x14 rag - 8a �¢�� . e._e w standard 70 ::...::... lox 1 we - v 12" 12' oxlo r cfi11 bath fan iKM-EuI � a xa•m r. _ 14x14 rag- -� ' 6"VAULT CLO, G43dei 5„ bath duct - - 411 m 90 1 Qx6 1 we to roof or wall cap :: `.:. d __ elaaz ..::<. » w/ standard 70 - 911 C f 111 bath fan - 140 +az>rcrL ram 12x6 1wcd A + 50 8x4 wcd49 m r ASS:.::.....:.:...:;...:...:....._...:..:.:...�-..�.::.....:.... -- ' 2ii '2 NQ �JLW. _ f t a-e F113iA90J — — x ^�•x �s xa aaa I _ 4" dryer duct - Esfq� 3aaci to roof cap _- [ � E s•a arcs. ' � --- i -- -- E DTI w/dryer vent box �8x 1 we 15 COVRM 3 — i 2 QAR Ql 100 _ Qa•cra 3 12x6 1wcd 40 l g'o• cis. _ - � snrrr •__ .._..._� i_. .y 1 Hai - LIVING 1635 S.F. _ GARAGE 400 S.F. ; 2.5 TO W/5KW 0240V 1 PH AREA CALCULATION � 18x10 plen : .I scale :1/8"-1'0" --- wiFraaa issSs.F. platform by bldr TaTN_I_44ddli a) 1fL355,F. NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNOERCUTI BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance carrT Ea r;�? sr Ls�4s ae s.r. i2 with Florida Residential Building Code—M1602.4 Mill[1A•Har-MA1 =1-8F balanced return air.TaLAa�Ar. Naea saoF 2+�a s.F. EXCEPTIONS 1-3 FLOOR R PLAN scare: rr4• = V-0' ALL ELEVATIONS Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. v s 0 0 �' SL S "l z M W LU l Rating FOR RPLiANCE COUNT W LU �^ V U Ln — LU Cn U ~ Q Lfj O � e[ � m N Q Q \ Z N ry m W •• >_ Z 0 Z -0 LJ S J a m I--- a -1 0 Q [if m W _J U)