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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS. STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE SHT NO: TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, CODE CRITERIA BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY, 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M, WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 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 REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "IF" 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 REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDI BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 10-17, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDNG CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) , BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION WOCD FRAMED CONSTRUCTION MANUAL 2018 EDITION APAPLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 716 ALUMINUM DESIGN MANUAL-AAF20 1 CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY I-AVING JURISDICTION. -11. SHALL COOMAND NITHLTHE O ERK QUIREMENTS OFALLTHEITHDRAWINGS FOLLOWING WHERE FICATIONS AIPP ICABLE!N ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. 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 A:;TM C1063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE(A) STRENGTH OF 2000 PSI (f'm = 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA 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, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR A5 OTHERWISE APPROVED. R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CODE -APPROVED , CLAY CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE T COMPLETELY COVERED C VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). 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 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 112" 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 SIZEAND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR I -JOIST*** 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 40FT 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 WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY OF THE TYPES LISTED IN R703.7.2• R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 0 10 0 10 0 10 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. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA, FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF) 37 37 45 55 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 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE 20 50 EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE 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 WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: ISE Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1,7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: (NON CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN DESCRIBED IN SECTION R703.1. ROOFSB FD (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE, OR SHEATHING: T&GAC GROUPEI PA RARIOR ORTED GENERAL FLOOR LOADING R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL 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 +/- OA8 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS SOFT 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 DIAGRAM O VALUE DENOTES SUCTION AREA O O (+) 27.6 (+) 27.6 10 O 29.9 O 37.0 (+} 26.5 (+) 26.5 20 (-) 28.8 () 34.4 O Q O 50 (+} 24.8 (+) 24.8 (_) 27.1 (-) 31.1 0 G (+) 23.4 (+) 23.4 100 (_) 25.7 O 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" O 51.3 (+) 24.3 (+) 23.3 () 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS, * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 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 J �- a N N o W v-q Cop � 00 m U c io �° a gam, O c 0 0)-,°_,ti-z J � J �l ti � 2 Rig - m W FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF)-APPLIED STANT. FLUID SHALL BEI APPLIED N ACCORDANCE WITH THE MANOUFOACTUREIT INSTRUCTONS. METAL FLASHING SHALL BE MANUFACTURER'S INSTRUCTIONS. ALMFLNASH FLASHING SHALL BE APPLIED FLASHINGBRANES USED AS PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF SEE FLOOR PLAN FOR ACUAL PRESSURES BOTTOM CHORD DL 5 (PSF) m l'I = 0 3 IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE _ m BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER a a� Z € q a 3 o Y SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN SPECIAL FLOOR LOADING _ H 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 • L W `c °} Q M PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE 800 OR ASTM C920 CLASS 25 GRADE INS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. W F W m m •-�sn r nT� C ZN fV1� Q Q Q 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: "r�z n R �' t7 0 � V1 p 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) z 0 J 0 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) • TO THE SURFACE OF THE EXTERIOR WALL FINISH. 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 9� WWW.FDSENG.COM 11 El 171 APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. (PSF) a LIBRARIES • EXTERIOR WINDOW/DOOR OPENINGS, THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. ,n '- • 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. . PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS 50 (PSF) 7 • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. STACK ROOMS 10 (PSF) • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, z N g • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR A55EMT3LY 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 @ HAND RAILS (d) 200 (PSF) `04 o AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) Q CONSTRUCTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) • AT WALL AND ROOF INTERSECTION. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) r j • AT BUILT-IN GUTTERS. STAIRS 40 (PSF) - 'LO - UPLIFT CONNECTORS FOOT NOTES C/? 0 m d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG - L 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. w " TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. V MORE INFO. Q LU 0) V) BUILDER NOTICE: FIELD REPAIR NOTES GENERAL NOTES. ,..lC.r N 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 titleblock of these w � 0 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 = � co 6 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information, Every attempt has been made to is i PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. -; 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED, prevent error. The Builder and all subcontractors are required to a0 .4 Y 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 to these documents, prior to ¢ N o to m INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, he Designer misinterpretations CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer /Engineer prior to �.�" D SHOMES DURING BOND BEAM POUR. construction. All construction MUST be in accordance to the 3. FOR MORTAR JOINTS LESS THAN 1/41, PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. 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 �-- -- 1 i CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) /a"x 2 A" TITENS TO THEREOF,FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEM T OR OTHERWISE information found in these plans should backc directed will our Quality FLORIDA CONTRACTORS LICENSE N0. CRC1330146 MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LEIS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, E THE EFFECTSTIONS� Assurance Manager immediately- r/ nglnee with will be considered " S S SCREWS AND 5 1 4" x 2 1 4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER for reimbursement by the Designer/Engineer without advanced 3000 GULFBREEZE PARKWAY MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2 D () / / PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/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 TIMEFOR ANY REASON. Payments will be made in accordance to the terms of the agreement DIVISION LOCATION: MISSED, CONTACT THE FOR FOR SUBSTITUTION. 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) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. 0 C tt , MASTER REVISIONS I ry DATE DESCRIPTION 0 AMS HOMES L� i Of Northwest Floridan > Q -7 /7, ® J W Z) U0 Model Name / Number: 3000 "UM FBREEZE PARKWAY GU LEIBREEE9 FLORA DA a_z5oa 1820 Plan Issue Date: Wednesday, June 23, 2021 VF KA PROJECT NUMBER: MODEL 1820 21-6354 Sheet: � Of: COVER SHEET 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B +27.6 / -29.9 1 (B) +27.6 / -37.0 BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING TOP BOTTOM SPECIES CAP.(plfl BW1 16 " (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT BW2 16" SP2 W/ (6)-10d SP1 W/ (6}lOd SPF 402 STUD, (6) Tod PLATE STUD, (4) 10d PLATE BW3 16" (2) SP2 W/ (6) 10d (2) SP1 W/ (6) 10d SPF 803 STUD, 6 16d PLATE STUD, 4 10d PLATE BW4 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP NO UPLIFr BW5 SP2 W/ (6)-10d SP1 W/ (6)-10d 16" STUD, 6 1 Od PLATE STUD 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d SYP 878 16" STUD 6 10d PLATE STUD, 4 10d PLATE BW7 12" 12)16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT SP2 W/ (6)-10d SP1 W/ (6F10d BW8 12" STUD. (6)10d PLATE STUD, (4)10d PLATE SPF 535 (- (2) SP2 W/ (6) 10d SP1 W/ (6)-10d [ BW9 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 1070 BW10 12" (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 SP2 W/ (6)-10d SP1 W/ (6)-10d BW11 12" STUD, (6)10d PLATE STUD, (4)1od PLATE SYP 585 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d BW12 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED -DOUBLE 2x TOP PLATE TOP OF WALL {; SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MS03/S1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ 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.B @ 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN, 7" EMBEDMENT PAST STEP DOWN. REQUIRES MIN ALT.: SIMPSON 1./2" TITEN HD @ 32" O.C. 7/16" OSS PLYW'D SAME BRG. WALL DETAIL ENT W/8d NAILS AT Woo INFIELD AND EDGE. SW/ EE GENERALNOTIE #8 GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF dt2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "OW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3.10R INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO ONLY) F 2 TRY PROJECTS O FIRST FLOOR CONNECTIONS. S 00 N TE: THI I OR STORY 0 S S) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSS PLYWOOD W/ 8d NAILS AT 4" O.C. IN RELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLANAND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IFTHE BEARING WALL IS INDICATED WITH THE BW1, BW4, 3W7, OW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STLDS ARE TOE NAILED TO THE N PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d� 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4) -16d TOENAILS 0 DTT2Z W/ 1/2" WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1 OR (4) -16d TOENAILS 0 C4 (4) 2 x 4 SPF #2 DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS C5 57YP 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** = 6665 U 2200 SYP POST & (12) - 16d NAILS 6 x 6 P,T. #2 ABU66 W/ 5/8" ATR** G = 12000 C6 SYP POST & (12) -16d NAILS U = 2300 8 x 8 P.T. #2 ABU88 W/ (2)- 5/8" ATR** G = 24335 C7 SYP POST & (18) -16d NAILS U = 2320 FEB I 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5-SDS2.5 W/ (14) 1/4" x 2 1/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5-SDS2.5 W/ (14) 1/4" x C9 1.8E Fb=2400 PSI 2 1/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Fb-2400 PSI HDU8-SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb-2400 PSI HDU8 SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. ;DUB-SDS2.5 W/ (20) 1/4" x C12 gifl 1.8E Fb=2400 PSI 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF ICJ 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.SE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING 8d OA31" X 2 1h" OA31' X 21h" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS SOd OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.1-48" X 3 V4" 0.131" X 3 -tA" NAILS & TOP PLATE 12d OA48" X 3 "/4" 0.131' X 3'A' 8" O.C.(COMMON) STUD WALL 6" O.C.(GUN NAIL) CORNERS 30d 0.148" X 3" 0.131" X 3" 8" O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 16d 0.162" X 31h" 0,131- X 3'A" (2) 16D(COMMON) SEE PLAN (3) 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/ 112" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 92 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET (3) - 1 3/4" X 11 114 ATTACH TOGETHER W/ (2) ROWS 1/4" X 31/2' H5 LVL 2.0E Fb=2600 PSI SOS WD SCREWS @ 16" O.C. TYP. EACH SIDE (2) - 1 3/4" X 9 1/4 ATTACH TOGETHER WI (3) ROWS 1/4" X 31/2' H6 LVL 2.0E Fb=2600 PSI SIDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS 2x4 WALL 2x6 OR 2x8 WALL OPENING JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 1'-0" - 3'-11" (1) (2) (1) (2) 4'-0" - 9'-0" (2) (3) (2) (2) 10'-0"-16'-0" (3) 1 (4) (3) 1 (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 S. FASTf_N ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTf N ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M1 OSB 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/ 7/16" CONNECTION: PROVIDE (2) OSB BM FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) WOOL) POST SIMPSON HTS20 TO 0 (BEAM TOGETHER USING (2) 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 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FLITCH PLATE, NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2 SIMPSON HTS20 T W00DPOS T ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. 4" x 11 1 4" LVl 2 1 3 CONNECTION: PROVIDE (2) 2.0E Fb/2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SDS WOOD OR 2 SIMPSON HETA16 TO CMU SCREWS @ 16" O.C. TYP. COL. U.N.O. ON ROOF PLAN, EACH SIDE. M5 (2) -1 3/4" x 11 7/8" LVL 2.0E Fb-2600 PSI. NAIL BEAM TOGETHER USING (2) ROWS CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE (2) -1 3/4" x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) BM6 1./4" x 3 1/2' SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETAi6 TO CMU EACH SIDE COL, U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRIJTEN APPROVAL FROM THE E.O,R. 00 t0 n, Q,, 39'-8" 12' 10" 13'-0" 13 1001 8'-0" 4'-10" 01 8' 6" 5'-4" 25 SH 25 SH © OTTOM@6_8_---- EGRESS ------PRECAS EGRESS .' ` 12'-10" 13' 0" 13'-10" ' HOSE BIBB Q ' ' BEDROOM #2 W o LANAI OWNER'S D 0 VAULTED C . M VAULT CEILING w Y ILIN C� VAULTED CEILING C2 C2 G.T. - - - - - - - - - - - - - - - -�- ----- - - - - C io S2 7, 2„ 5, 0,. - - - - - OI 1'-6 H2 2) 3050 SH H1 2668 2668 0 2868 8' CLG.72 --- w O N -- 1R/1SH LIDo BW1 W/ BASE PLATE LU O �? � � ATTACHMENTS � � a N °N° BATH 2 ; 00 C0 EL a) 7Lzm OET BRG. WALL (0 M w W VAULTED CLG CO W DETAIL N WQ68 - 3'-6" 5,-8„ 1 1� I Y ROOM 266 0 I Im 10' CEILING I ° ° U I 68 O,I r 2668 I °P CDI W.I.C. 2x6 WALL VTR 00 I 10' CLG. I / o / I / 001 0 - ------ -------------------- ---------------------t--------- L7 cn N A o ' N 1R/1SH V o BEDROOM #3 (N m m o VAULTED CEILING 0 OA 12'-8" 13' 4" In 402' 8" 3' 4" W I � I G w OWN 0 In LID N LU 3 5 Q BATH `t a 3X4 a ir) w VAULTED CLG. N L0 SHWR N 5068 1 36" FLAT BAR iviq 8CLG. I m TOP ON341f2" __ + ------ -------------- q/C ( WALL ' N 1R 1SH / D/W I RANGE DBL. HOOD °? PROVIDE PLATFORM ; SINK . FOR HVAC UNIT m VERIFY SIZE WITH MFGR Z © DINING ROOM KITCHEN VAULTED CEILING VAULTED CLG. a O > 1i m T io F-: I LO Z IA 12'-10" 7'-4" 6'-0„ 3,_7" o' m N N on on In - 0o -------- wzH 2668REFRIG. o o_ VERIFYO aIr LOCATION J I W/ BUILDERNOOK- VAULTED CLG. z; 3 LAUN.L===; 10'CLG. I ]I, o,� ;= v N I I } I I in Z o � to I L ' 68 DEN ; FOYER "STEP ON N 10 CEILING BEDROOM #4 HANSON\BOX @ 36" AFF W'H' (pLODRYER VENT ------------- VAULTED CEILING r THRU ROOF 11 - ADD INVERTED MAX LGT 35'-0" PULL DN. STAIRS HIP w/ B ELEV. ; WF39 S3 IH1 1 221/2" x 54" M t]0 NpTE: BUILDER TO PROVIDE A APPLIANCE PROTECTION IF MUNICIPALITY. REQUIRED BY S E SHEET 4 FOR DETAILS 0 1 /TRANS. PEL'EGRESS 3 CAR GARAGE N °c I cp E ION 8' CEILING -t WF21 MS03 0 2'-10" S-3 6,-4., S.1 � 30'-0" �? EGRESS ENTRY 1 N 10' CEILING G.T. (ELEV "B" ONLY) SEE ELEVATION FOR '� ------ - ------------'-- ------- LINEOFGARAGE DOOR WINDOW SIZE& STYLE it �--� CD34 iiBM ------------ LINE OF GARAGE DOOR - - r--------T-------------- ------------ I ELEV. ; ' 1 --16" SQUARE d 9'-4" 2'-8" '-4 COLUMN TOP @ 9'-0" CDO4 I CD21 ; S_3 ; I I MS12 S-2 I ' I S-2 o � MS12 1 SS-2 HOSE BIBS ' / I � 8 x 7 OVERHEAD DOOR _ 16 x 7 OVERHEAD DOOR 13'-4" 6'-4" 2'-0" 16'-0" 2'-0" 8'-0" 2'-0" 191,81, 20'-0"ol 49'-8" FLOOR PLAN SCALE: 1/ " =1'-O" ALL EL, EVATIONS (� ) +26.5 / -28.8 © +26.5 / -34.4 +24.8 / -27.1 ��� +24.8 / -31.1 +24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL MASONRY WALL I GENERAL NOTES R302.5.1 Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic Space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit if solid soffit Is installed 5'-0" on each side of the venting. R302.6 The garage shall be separated from the 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 side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15,9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12,7mm) gypsum board or equivalent. R312.2.1 Window sills In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and greater i ches above the finished rade or other surface than 72 n g below on the e g, p exterior of the building, the operable window shall comply with one of the following [3 listed methods]. 5. 11308.4.2 All windows within 2'-0" of doors and in shower or tub areas will be safety tempered glass. 6. Ceilingfor exterior entries and covered porches to s have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" CDX. 1X T&G acceptable for substitution. 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. 8. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods specified in sections M1502.4.5.1 through M1502.4.5.3 Ceilings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ 8d nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications I AREA CALCULATIONS I 1st FLOOR 1820 S.F. TOTAL LIVING (AC) 1820 S.F. GARAGE 596 S.F. COVERED ENTRY (BASE) 56 S.F. COVERED PATIO/LANAI 137 S.F. TOTAL AREA UNDER ROOF 2609 S.F. m c _ (O CN -zj- (D O LO m L a LO W r- m,Ucw E g'm rn O 1O4Oiti 1, N LL tL J LL m (G���nmz° n w d O � a �WaW W C' C.4 C Wa° w a - cLuS ���lL' 13.W 01 0 o. (n L S W w zLcva Z p O Y ao�d o 3 II{ M a O J J 0, n 3' d rn r lf7 N !F ZN LL m m Q W -2t.W C c oil IY Q J d II-- I- .n '3c .2 d 2 a Z.' O Q In V y'LI a's W V J Cn Y0�°� WWW.FDSENG.CDM " kl.0 Z ZS S N Z <D Q Y J � � d LO Z 1` N rANIN& CO to LL' -0 ° CF) - m w c 'Vera tJ7 � U N E m ([Q v - *' 00 ai , .,. U oLO �p 6 Q N 0 lao ADAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E 1 ♦ I Job Information: I 0 z W Z o `1 N � m 10 too 4i Lo Lo I ♦ I Model Name / Number: I 1820 1 ♦ I Plan Issue Date: Wednesday, June 23, 2021 VT KA PROJECT NUMBER: 21-6354 Sheet: 2 Of: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. 81 REINF. OPTIONAL CURB FOR VARIES GRADE SEE PLAN MASONRY @ ELEV. 0'-0" - - �— F.F_ — W/ (1) - #5 BAR CONT. 00 j N -U6" 2 STORY: 20" X 20" • • REINF. NW/ (3) - #5 CONT. 16" (2) #5 Xc Ilk SEE PLANREBAR (2) # 5 REBAR BEARING FM01 SINGLE STORY FTG 1/2" = 1'-0" 1 FM02 I SECTION @ GARAGE 1/2" =1'-O" REINF. SEE PLAN F.F. 8" (1) #5 REBAR CONT. FM03 I THICKENED EDGE 1 1/2" =1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE I FRONT WALL RDOOR. EXTEND 6" BEYOND ECESS AT GARAGE OF GARAGE F.O.M. EACH END, TYP. I GAR. FIN. FLR. X- _x k ALIGN DRIVE W/ BOTTOM OF • 2 STORY: 20" X 20" RECESS & PITCH DRIVE W/ (3) - #5 CONT. 4" CONC, DRIVE W/ 1/2" EXP JOINTS 10" O.C. TYP. 16' (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1/2" =1'-0" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) tt rLAIN j I N 14"" 16 44" - 245 REBAR FM11 I STEP DOWN BRG. OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN ELEV. WITH BAR (1) 45 BAR CONT. F.F. INSTALL LINING—'' MATERIALS PER FBC-R P2709.2 FM14 I SECTION @ RECESS SHOWEF ALTERNATE: THE REINF. BARS SHALL BE CONTINUOUS AROUND CORNER BY COLD BENDING THE BAR WITH MIN. BAR LAP OF 25" SE 1/2" =1'-0" I FM12 I STEP DOWN NON BRG. SEE PLAN 4"x 4"x 16" CURB (G.C. VERIFY) REINF. (SEE PLAN) = 1'-0" GENERAL FOUNDATION NOTES (U.N.O.) 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W M, OR FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN, 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 10' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 10 MASON TO COORI DATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. MARK SIZE DEPTH REINFORCING CAP. [Ibs F1.0 1'-0" X CONT. 1'-0" 2 #5 E.W, BOT. 2000 F2,7o 2'-0" X 2'-0" 1'-0" 3 #5 E.W. BOT. T200 F2.5 2'-6" X 2'-6" 1'-0" 3 #5 E.W, BOT. 11000 F3.0 3'-C" X 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 — I' Q'I F3 5 3'-6" X 3'-6" 1'-0" 4 #5 E.W. BOT. 21500 F4 p 4' 0" X 4'-0" 1'-0" 5 05 E.W. BOT. 28000 F4.5 4'-6" X 4'-6" 1'A' 5 #5 E.W. BOT. 34500 F5.0 5'-0" X 5'-0" 1'A" 6 115 E.W. BOT. 42500 F6.0 6'-U" X 6'-0" 1'A' 7 #5 C.W. DOT. 61500 1/2" = 1'-0" SEE PLAN TYP. SEC. 2 #5 CONT. 2 #5 BENT BARS W/ MIN. 25" LAP SPLICE MUDDED FLR. 16" SLOPED TO DRAIN MIN. L2 #5 CONT. -T-- 1/2" = 1'-o" FM18 TYP. STEP FTG. DETAIL GRADE #5 CONT REINF. SEE FIND. FOR QUANTITY00 #5X25"X25" O s CORNER BAR ONE N E FOR EA. HORIZ. iv REBAR, TYP. U.N.O. 16" A/C CHASE 4" PVC SLEEVE THRU FOOTING REINF. SEE PLAN (2) #5 REBAR 2 STORY: 20" X 10" W/(3) - #5 CONT. FM19 I TYP. CORNER BAR DETAIL 111/2" = 1' o"I FM23 I TYP. FND PENETRATION STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (O.C.) IN STEM WALL d 1 STORY d 2 STORY b 1 STORY b 2 STORY 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 6'-8" >2'-0"-3'-4" 1W 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-O" - 5'-4" 16" 16" 48" 48" W/ (5) #5 BARS CONT. & #5 @ 18" O.C. TRANSV. 1162# 2'-8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. SPACING (O.C.) W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED TO EA, VERTICAL REINF. BAR #4 TURN BAR @ STEM WALLS GREATER THAN 4,-O' (1) #5 HORIZ. CONT- TIED TO EA. VERTICAL REINF. B FIN GRADE- 8" MIN. TO TOP OF STRIP FTG. COMPACTED CLEAN FILL IN MAX 12" LIFTS STRIP FTG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) yi ��ER d FMASW I STEM WALL SCHEDULE 1/2" = 1'-O" 1/2" = 1'- 0 NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND L-"�VERT. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO i PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM --SEE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #9 CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK " i FILLING IS TAKING PLACE 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" ' C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" h * TALL (TYPICAL ALL CORNERS) 0 C, 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS " 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8.R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS -SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS LEGEND 0 INDICATES SINGLE -STORY FOOTING ® INDICATES TWO-STORY FOOTING -INDICATES PAD FOOTING 0 u FOUNDATION PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS 'Y ^a ,« *. % I CJ �J�TBtdlll! 1a�9 � rn a � v w - 00 m r d ' c�� 00 r- 030�3 m�V c 'LTl N N O cv� �f9� 0 � Ln DO O uj J �l J I.l- c�i r'h y yo:4�.� Z FA � c~v �' ym�m w d - UJ Y LLL � c c w V —,LLc1 ,L.+ cn (f� n Lu E A me E 0 2i,�, CM N w -S Yf N �0) N W p� �_ O 00m tap Z6 U£ 0 2 MC - - r U Q d0 J Q �d dBH�� ymm�� 0 U .J G) 6-6 F- ' WWW.FDSENG.COM (9 Z 0 — a o z o z LO V r/ 04 z I` N ELJ cn w -d � ' * � m — co w +VOM F_ In ~ J o W � DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE �VI Job Information: zLn W q� � 0 N L0 %H ■ • H�0 J Ln N I- ILD J 00 U) U) LLnn Lo Model Name / Number. 1820 Plan Issue Date: Wednesday, June 23, 2021 VI KA PROJECT NUMBER: 21-6354 Sheet: 3 Of: FOUNDATION PLAN W LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820 x 3 = 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000 10,000 A= 24,010 HVAC 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 + 4096 OF "A" = (.40 x 24,010) = 9,604 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 ASSUMED EDGE OF WALL 0 m ' H 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. PLUMBING RISER NOTE: ALL PLUMBING RISERS ARIA TO BE VERIFIED w/ PLUMBING CONTRACTOR 11/2" VTR TO SANITARY SEWER HOSE BIBB INSTALL FAN BOX PREWIRE�� \_ tb I I I I I GFI /1 INSTALL FAN' BOX PREWIRE 1 7 I I I I I ----—------ 220 I I I 1 I o CEN. ,OF WALL I 1 3 i w , I � 1 \ 1 I I � I I I _ I INSTALL FAN — BOX PREWIRE I I I I NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. GFI GFWI IGF 226 GFI' w ' GFI \ _ ISP i , 01 GFI FOR D/W MICRO/ eLOCATED IN HOOD AD.IAC E NT_Q9B- ' 1 I ��--\ GFI I , It I 1 1 VERIFY r I dl — , LOCATION I I GFI -I� ` IN FIELD Wp I DISCONNET GFI t_ J = L GFI I 220 1 —'J P ELECTRICAL@ 220 F 42" AF PANEL , / J ,\ ATTIC ELECTRIC X w N \ IF REQ'D BY CODE in w Jew ¢azo o- cs I zZoa Q LL J I DOOR\ \ �`_ \ Ww�w BELL ' TT --- . 2 WP I� LL�OQ GFI @ dGFI GFI z m a o i GFI ' 42" AFF O m O ' FOR GARAGE FOR GARAGE c~ai m p DOOR OPENER DOOR OPENER z o 0 o m II - - - - - - - - - - I- - - - - - - - - - - - - - ; 11 fl , I I , I I ■ ' ' 1 1 I i COACH I LIGHT GFI @ 1 42";AFF I ' I ( `�. "� ------------------ COACH COACH - _----------"-'._-- LIGHT COACH LIGHT LIGHT ELECTRICAL P�AN SCALE: 1/4" =1'-O" ALL ELEVATIONS Ww m Uj w BIBB ELECTRICAL NOTES ■ UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 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 CM CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM SWITCH FLUORESCENT LIGHTING DIMMER CEILING MOUNTED FIXTURE Fi Ll n U ELI TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT ' DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL T.V. CABLE OUTLET L� DISCONNECT SWITCH . TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER RECESSED LIGHTING J JUNCTION BOX WP WATER PROOF RECESSED LIGHTING �_.J THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D, DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRAGTOR 200 AMP SERVICE 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY # 14 COPPER TO LIGHTS AND OUTLETS POWER COMPANY TYP ELECTRICAL —#12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 8 TO 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 MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. Z° dm NTT 0 (00 LO Q0 g LUQuv" 03od� IwoV III Q Mk _Uq 0t- *k c pp 66 U. IJL LJL N N C U m y pyp� 0,0 00 17 W 04 z g LU w d ■ m' m FA v M,;- �, LL N a ai '^ Y V/ s� £camc NCm n t9=�� rfl 71* Zr�aQ a 3 Z O Y �aT� .; _�Qo MWEI 3 3 01 ICI co coQ V.24 He my Q d H. o E a Y m � U i9 0 J o �_0 sw WWW.FDSENG.COM ❑ El ❑ 'j t9 � cq — � o z o !J z z � r�1 w� / U) z '` N Ell, C/1 OI m LL W C _ "V 0 11J uva 9 ENE ULU 00 00 U mom =Q ED �DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 z �LO 0) Uj O N �, � � o � �] Lc) o- - p_jw c LL W V/ VJ VI Model Name / Number: 1820 Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-6354 Sheet: 4 Of: ELECTRICAL PLAN 0 ao TOP OF BLOCK LITE TEXTURED DECORATIVE CEMENTITIOUS COATING FIN. FLR. W'DOW HEAD HGT 00 �0 48" OFF RIDGE VENT DBL 25 SH BEARING @ ENTRY TOP OF BLOCK LEFT ELEVATION "C" SCALE: 1/4" =1'-0" )P OF BLOC FIN. FLR J _ - N ei TOP OF W'DOW HEAD HGT LITE TEXTURED DECORATIVE 00 CEMENTITIOUS COATING 25 SH (2) 3050 SH 7771 25 SH FIN. F 2868 FRENCH DOOR REAR ELEVATION SCALE: 1/4" =1'-O" 0 bo -R.� 48" OFF RIDGE VENT BRG. @ ENTRY TOP OF 0 ri 0 o0 60 <o FIN. FLR. — 0 0 0 60 FIN. FLR. DBL 25 SH — 6" RAISED_ TRIM 0 e� 48" OFF RIDGE VENT W'DOW HEAD F 00 io 48" OFF RIDGE VENT I� 33/2 SH 12 �6 16" X 30" DECO d VENT TYP 7E FE F! F! [FOE DBL 26 ARCH TOP SH 306§ DOOR W/ (2) 1068" 16' X 7' 32 PANEL S.L. AND 16" H ARCH TRAN. OVERHEAD DOOR LITE TEXTURED DECORATIVE ABV. POOR STYLE MAY VARY CEMENTITIOUS COATING REFER TO SPECIFICATIONS VENTILATION CALCULATION Formula= S 00 * 144= nert sa inches of venting II (for i t ke an( exhaust Soffit product provides - _ 4.12 net sq in / sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F. ofArea to be vented (SF)7 $ , s.f. Total needed forexhaust for upper 1/3 578 net sq inches Total needed for intake (soffit area, tower) 578 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) ,' 32 UnealiFeet of Soffit needed to meet required 105 Uneal:S.F. provided by plan " 12 \ 16 OF BL( LITE TEXTURED DECORATIVE CEMENTITIOUS COATING FIN. FLR. RIGHT ELEVATION "C" SCALE: 1/4" =1'-O" CIE OI S CODE COMPLIANCE <, C h� . N1 IFENIFE-11 —11IMEN :0:1 FRONT ELEVATION "C" SCALE: 1/4" =1'-0" LL]ILI]U S' X 7' 16 PANEL OVERHEAD DOOR P OF BLOC 13, :�b v o .i`�i -r +..... < i `•• y Yp�co it rA N JjJ j „ p � o to 1 -It 00 O LO r-- W a 9 u0i °r° ' t � �a,, W a1 - t Ip"� � yo Qapm N O va P 00 - aS m 3 S7 024 cy f� c �Mp o W 4. 0. O ��m O yob N p_ti d T 5...<4 N- m m � �� o O r ` H WWW,FDSENG.CON (� LO z_ m Z O � �O Q J ) O_ � _U') z m I f Q) 4 i OLLJ _ u {f} C C co Co Cf) U mc4 E ti ~ 00 en U rn o °' LO Y Q N OAO _ .40 RA RAC i jr%VLA r4M FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 z �LO LO W° m ei (D M O1 0 j cU i ZLn p w :D U_ Model Name / Number: 1820 Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-6354 Sheet: 5 Of: ELEVATIONS SEE DET. T803 FOR WIND < 155/C MI G.C. TO PR( BLOCKING' W/ APA RE( FOR SPAN F SHEATHING SEE "HIP/R BLOCKING" 0 Z W S 20'-0" MAX 20'-0" MAX FOR WIND SPEEDS < 155/C MPH * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 1S/32" IS USED, THEN THE ALTERNATE BLOCKING PEEDS H IVtDE '0 COMPLY :OMENDATIONS ATING OF DGE DETAIL W EQ. o :7 Q Z LU O J d' O O O zt _ 1 DETAIL X BRACE T801 SEE CONTINUOUS BRACING b 2 X BOTTOM 4 MIN. SEE CHORD DETAIL TB04- e O a-i Q O O jj/ l F- � >G \ BOTTOM CHORD GABLE END BRACING @--/ Z-OP CHORD 2X4 42 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE. yr PERMANENT BKAUNG 1-riuviucv n cAl cl.u.7 %iwr-n Al L. rwI w" yr I .■co. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS I RSH I ENGINEERED C ADD NG W NDFPR SSURES AND SUUCTIIONPER ASCE 7-16 ROOF IGN ALLOWABLE S FOR MEAROOF OHEIGHTNTS 5 25 ftD I WIND SPEED (ULTIMATE) WIND SPEED (ALLOWABLE) EXPOSURE CATEGORY EFFECTIVE WIND AREA (SO FEET) AREA ROOF 1 HIP -37.02 10 - GABLE -37.00 160.0 MPH 123.9 MPH B WIND PRESSURE AND SUCTION (PSF) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION 2e 2n 2r 3 3e 3r -51.06 -51.06 -51.06 -37.00 -58.99 -58.99 -58.99 1 -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 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE:la32" EXP. 1 (4'Q'20) TII F• 1932" EXP. 1 ('20) NOTE• 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 ag` x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN la32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (21%" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGESAND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 18". O NAILAT BASE 2 ROWS a0 4" O.C. w/8d COMMON NAIL. © NAILAT TOP PLATE TWO ROWS @ 4" O.G. w/8d COMMON NAIL. © NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. ® NAIL INTERIOR AT 6" O.C. w/ Sd COMMON NAIL. ® STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL. O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER wl 8d COMMON NAILS a@ 4" O.C. (2) ROWS @ TOP & BOTT. O 12) 8d NAILS @ 3" O.G. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END. I n n I II II 15/32" OSB I I I I I EXPOSUREI SHEATHING I II II I II II I II II II II PROVIDE BLOCKING AS REQUIRED PER I I II SECTION X-X IF NOT _ FULL HEIGHT SHEET - - © FLOOR SYSTEM 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM HIP ROOF >20 TO 45 DEG. (4:12]-[12:12] �s�) r- is 0 � � r�j1 00 r�,'1 �t �� II GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2 112". DO NOT OVERDRIVE NAILS; FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN I -a" (2)- 2x TOP PLATE BEYOND 15132" OSB EXPOSURE 1 SHEATHING _T ------------ ------------------ R--_T____T---_�-__ II I P I SOLID 2x BLOCKING I I I I I I I I I III w p @ ALL SHEATHING III Lq 111 I I I I I I I11 I EDGES x 10 III III II II II I11 I I II I (SEE SECTION X-X) p III III 11 II II 1 �N C I 65 III I I II D II I III III III OPENING II II II I II L L___JL_-- III --- -L`�=4 III 0. 0 III III II I 2x STUDS BEYOND. W O IIII IIII I II I I I I I III II II II I I I I I I I II w w SEE PLAN x � IIII I I II IIII II II II I IIII I I IIII I I II 1111 II I I I II II 1 O -.1I11 Z I 111 II II 11 I � - HIT III IIII Iw I 1 11 1 I I I II IIII I I II IIII I I I II IIII II II II I II II II I 11 II II I u, 2x4 P.T. BASE PLATE BEYOND SEE A PLAN VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM N; SPACIN 314" Imo_ 1/2" SINGLE NAIL EDGE SPACING DO(JBLE NAIL EDGE SPACING WON LL�O� ONO NN- LU LU 2 O U. If LL t AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL WI (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES -1820 ELEV C 3 CAR TRUSS ID BEARING TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLIFT FASTENERS NOTES POINT UPLIFT DESIGN RATING (9) 10d x 1-1/2" A01 - A06, A09, A10G, G01, G02 L/ R- - 925 # or less HETA16 / HETA16 1810#/ 1810# 9 10dx1-1/2" (9) 10d x-1-1/2" 1810# / 990# / 990# / (14) 10d x 1-1/2" A07 L / M / M / R - 703 # Or less HETA16 / MTS12 / MTS12 / HETA16 1810# (14) 10d x 1-1/2" 9 10d x 1 1/2" (10) 10d x1-1/2" (2)HETA16 /(2)HTS20 / (2)HTS20 ,J 1920#/ 2620#/ (48) 10d x 1-1/2" A08 L/ M / M/ R 1849 # or l ess (2)HETA16 2620# / 1920# 48 10d x 1-1/2" (101 10d x 1-1/2" A11G, A24G L / M / R 1028 # or Tess HETA16 / HTS20 / PER TRUSS MFR 1810# / 1310# 24 10d x 1-1/2" B01G, B02G, B06G L / M /R 606 # or Less H10A / HETA16 / PER TRUSS MFR 1040# / 1810# (18) 10d x 1-1/2" 9 10d x 1-1/2" B03G L / R 837 # or less H10A / PER TRUSS MFR 1040# (18) 10d x 1-1/2" C1'- C5, C1V - C5V, D01G, E7, E7V; E7VP, L/ R - 473 # or less HETA16 / PER TRUSS MFR 1810# (9) 10d x 1-1/2" H7 H7V D02A CONT. BRG. 175 PLF or 'less NAILS 330PLF (1) 16d @,4" O.C. SEE DETAILGE01/S4 (48) 10d x 1-1/2" G03 L/ R 2271 # or less (2)HTS20 / (2)HTS20 2620#/ 2620# 48 10d x 1-1/2" TRUSS MANUFACTURER: PROBUILD, DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS: 6L7/21 L = LEFT, R = RLGHT & M = MI DDLE BEARI NGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALL CONNECTORS ARE SIMPSON PRODUCTS OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR & FASTENERS SPF SYP CONNECTOR & FASTENERS SPF SYP OFRAME A TO HETA16 w/ (9)10d x l 1JZ' OR 1810 HTA15 wl (10110d x 1 1 r2" OR 1585 1870 MASONRY HETA20 w/(9)1 Odx1 V? HTA20 wl(10:1Odx 1112" O FRAME TO FRAME H2.5Aw/(10)8d NAILS 535 565 R77AW (10)8c NAILS 515 585 O FRAME TO H10A w.g18)10d x 1 1/2" 1015 1040 RT16Aw/(17)10d x 1112" 895 1020 FRAME H10A-2wl(I8)1Odx11/2"AT2PLYTRUSSES 930 1080 RTI6-2wl(16)1Odx11/2"AT2PLY TRUSSES MTW12 w/(14)1 Od x 1 1/2' (AT EXTERIOR 935 1060 O FRAME TO M7S12 W(14)10dx 11/2" (AT EXTERIOR 860 gg0, FRAME LOCATION INCLJUE(3)12d 10--NAILS) LOCA LION INCLUUE(3) 12d TOENAILS) MUGT15 W(28)d N 10AILS AND 5/8" A.T.R. w/ 1005 3330 1195 4495 O FRAME TO MGT wl(22)1 Od NAILS AND 8/8" A.T.R. w/ 12" 3330 3965i MASONRY EMBEDME VT w/ SIMPSON "SET" EPDXY <.2-EMBEDMENT w/SIVP90N'SET" EPDXY HTW204(24)1 Od. 1112"(AT EXTERIOR FO FRAME TO HTS20w1(24)10d x 112"(AT EXTERIOR 1125 1310 FRAME LOCATION INCL VDE (3)12d TOENAILS LOCATION INCLUDE (3)12d TOENAILS 1285 1530 O FRAME TO (2) HTS20 w/(48)1 Od x 1 VV (AT EXTERIOR 2250 2620 (2) H7W20 w/(48)10d x 1 12" (AT EXTERIOR 2570 3080 FRAME LOCATION INCLUDE (5)12d TOENAILS LOCATION INCLUDE (6)12d TOENAILS (EA) FRAME TO HET-2WI(16)10d NAILS AND(2)5/8'A.T.R. HUGT2wl(16)10dNAILSAND(2)5B"A.T.R. OMASONRY w/12" E'VBEDMENT w1 SIMPSON"SET" 10090 12" EMBEDMENT w/SIMPSON "BE T" 7020 9790 EPDXY (HGT-3 FOR 3-PLY) EPDXY (HUG73 FOR 3-PLY) OFRAME TO FGTR w/ IT 0)114" x 3" SDS WOOD SCREWS 3400 4725 RFUS w/ (12) WS3 WOOD SCREWS AND 7100 MASONRY AND (2) 1/2" x5" TITEN HO ANCHOR BOLTS (4) 3/4-x6" WEDGE -BOLT SINKERS Jt FRAME TO &1 t) 11 XE2(111416d 1750 2030 MASONRY SEE NOTE#6 BELOW J2 FRAME TO MASONRY / (2) LGT2 w/ (32) 16tl SINKERS & (14) 19" x 2 114,1 IF TEN (2 PLY TRUSS) 350DW 4060-M (2) LUGT2 w/ (321 16d SINKERS & (10) 114" x 3" WEDGE-BOL I (2 PLY TRUSS) 3100-M 3100-M FRAME OR (28) 1 Bd SINKERS FOR FRAME (EA) 324NF 3770-F OR (32) 16d SINKERS FOR FRAME (EA) 3800-F 4620-F 99MASONRY/ FRAME TO (2) L073 w/ (24) 1/4- x 3- SDS SCREWS & (8) 3/6" x5" TITEN (2 PLYTRUSS) 4730-M 6570-M (2) LUGT3 w1(24) 14' x 2 1'2' WS25 SCREWS & (4)x WB (2 PLY TRUSS) 0480-M 7050-M FRAME OR (52) 16d SINKERS FOR FRAME (EA) 50' 0-F 6950-F OR (56) 16d SINKERS FOR FRAME (EA) 6480-F 7710-F 0 BEAM TO HJ410 OPT HUG410 w/ (18) 16d & (10) 10d G002680 H D410 OPT HD4101F w/ (20)16d & (101 10d G#3080 BEAM NAILS J41895 NAILS U41950 0 BEAM TO HU410 OPT HU0410 w/ (18) TITEN G94500 HD410 OPT HD4101F w' (20) 1/4" x 3" G#3355 MASONRY 1/4" x2 314" & (10) 10d NAILS 1.101500 WEDGE -BOLT & (10)10d NAIL $ U#860 9 BEAMTO MASONRY / HU46 OPT HUC46 w/(6)'Od NAILS & (12) 1/4" x 23/4' TITEN (TO MAS.) Gp1540 U#980 G03000 U#1135 HD46 OPT HU46 W/(6) 10d NAILS & (12)114' x 23/4' TAPOONS (TO MAS.) G#1625 U#1030 G#2016 U#850 FRAMF OR (12) 1 Od & (6) 1 Od (FOR FRAME) SYP-F SYP-M OR (12) 16d & (6) 1 Od (FOR FRAME) SYP-F SYP-M (2)1ILI AT 6 OPT (2) HETA20 (2) FI IA160PT (2) HTA20 M FRAME TO 1•PLYw/(10) 1 x 1 1!Z" OR 1920 1-PLY wl (10) x 1 1i2" OR MASONRY 2-PLY w/ (12)1fiC (I 2365 2365 2365 2-PLY w' (12)16d ' (1 2430 2430 HTSM16 w/(8)10d NAILS AND (4)1/4"x21W 955 111D HTWM16 w/(8)10d NAILS AND (4) 1/4'x13/4" 1145 1225 TO TAPCONS WEDGE -BOLT OFRAME N MASONRY HTSM23 w/ (10)10d NAIIL LS AND (4)1/4"12 1/4" 955 1110 OR HTWM20 wl (10)1 Od NAILS AND (4) 114"xl 3/4" TAPCONS WEDGE -BOLT 1145 1 1225 P FRAME TO H10S w/ (8) 8d x1 1/2' NAILS AND (2) 31B'x4" 780 910 MASONRY TITAN HD FRAME TO DTT2Z W (8)1/4" xl 1/2" BOB WOOD DTB-TZ wl (8) 1/4 x1 1/2" W515 WOOD O MASONRY SCREWS AND (1)Fl OA.T.R EPDXIEDwl SIMPSON T" SEE NOTE #4) 1835 2145 SCREWS AND(1)1/2" B A.T.R. EPDXIED wI SIMPSON "SFT" (SEE VOTE #4) 1510 1035 FRAME TO HTT5 w/ (2(1)16d x2 1/2" NAILS AND (1) 5/8" B HTT45 w/ (28)16d x2 '.12" NAILS AND (1) 0 MASONRY AT.R. EPDXIED w/ SIMPSON "SET' (SFF NOTE #4 BFI.OW) 4375 5090 518"0 A.T.R. EPDXIED w/ SIMPSON "SET' (SEE NOTE #4 BF_I.OW) - 5005 TO FRAME TO HTT4 W (18)16d X2 1/2" NAILS AND (1) 516" H HTT45 w/ (18)16d x2 1/2" NAILS AND (1) 0 MASON AT.R. EPDXIED w/ SIMPSON "SET' (SEF NOTE #4 BE LO W) 3640 4235 5/8"0 A.T.R. EPDXIED w/ SIMPSON "SET' (SIFF NOTE #4 BELOW) - 4160 O FRAME TO H10Sw/(24)10dxl tit"NAI_S 785 910 LUGT1 w/(23)Rd x11/2'NAILS 875 1045 FRAMF OFRAME TO HM 9-w/ (4)1/4N1 1/2" BOB WOO D 760 760 R716M w/ (9)10d x 1 1/2" NAILS & 1395 1395 MASONRY SCREWS & (5)1/4"x21/4' TAPCONS (4) 4/4" x 1 3/4" TAPCONS FRAME TO VGT w/ (16) 1/4'x3" SDS WOOD SCREWS& 0 MASONRY (1) 5/8"B A.T.R. EPDXIED W SIMPSON "SET" 3655 4940 w112' MIN. EMBEUMENT FRAME TO (2) VGT w/ (32)114"XT' SDS WOOD SCREWS 0 MASONRY 8 (2)5/8-0 A.T.R. EPDXIED W SIMPSON 517C 7186 "SET'w/ 12" MIN. EMBEDMENT OFRAME TO VGT w/ (16)1/4'A" SDS WOOD SCREWS 8 FUU4-SUS2.5 W (10) 1/4^x21/2" SUS WOCU 3285 4565 MUGT15 w/ (22) 10d NFULS &HTT45 wl (18) - 4160 FRAME SCREWS &(1)518"OA.T.R. 10d NAILS &(1)518"3 A.7.R. O FRAME TO (2) HTT5 w/ (52) 16d"x212" NAILS & 4375 5090 (2) HTT45 w/ (52) I6d Q 1/2" NAILS _ 5005 FRAME (1)5/8"6 A.T.R(SEE NOTE #4) &(1)5l8"BALH. (SEE NOTE q4) _NF"AI ('i1NNFC'TnR N11TF1, 1. .0NNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS/ BEAMS w/ (2) 12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. 3. G.C. MAY USE EII ITER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CON NEC FOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FUL'_ HEI GHT SYP #1 2"A'TO TRJSS VERTICAL WEB w/ (2) ROWS OF 1Od NAILS 3"O.C. STAGGERED. 5. 12" MIN. A.T.R. EMBEDMENT @ CMU 80N0 BEAM U.V.O. 0. SCAB TRUSS CHORD w/ 4'4' 2x SYP #2 (MATCH CHORD LUMBER SIZE) w/ (2) Rows 1Oct @ 4" FROM END & 4' O.C, STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE, 0 MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOR ALL HOOF / FLOOR I RUSSES TO MASONRY WALLS/ LINTELS/ ICF WALLS UNO ON PLAN 2. CONNECTION A724"OR 32" O.C. PENDING VERTICALS FOR ALL FLOOR TRESSES PARALLEL TO MASONRY WALLS SEE DETAIL F8121S3.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK)TO MASONRY WALLSICF WALLS/LINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRYA7 32" O.0 MAX. w/ (2)AT EACH CORNER. G.C. 10 VEH',FY LOCAI ION JOSS NO CONFLICT w/IJI (IF APPLICABLE) LAYOU I 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALUBEAMS w(2)12d TONAILS 0 MINIMAL CONNECTOR ONO ON FHAMING PLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM O MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIOR/EXTERIOR SEARING WOOD WALLS AND/OR BEAMS ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" D.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 IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 1'-4" ROC O.H. TYP. I0 I Lf -METAL DRIP EDGE + C.M.U. OR ICE WALL-2 x SUB -FASCIA b SEE TYP. WALL -ALUM FASCIA SECTION 2x4 P.T. FASTEN TO C.M.U. W/ 11/2" LONG T-NAILS @ 2'-0" O.C. SECURE J-CHANNEL @ 12" C.C. CONTINUOUS VINYL y� G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"="-0" N N 04 ai C Q>± N (0 `t O £ a r N !'1 00 I*- w CD ti 00 m r di co a D a g I- 1n 00 N MA =Z m m *k #k 4k a V io c a •a b a1 .N N r-I J J J t± g c60 cmti LL- U_ 0 aT dO o Uj �y04 LIJ d (II�0_2 d 3 °ran g' oLLC asw m li_ N W 0n rn a. W N °W �;, 3 LLvdQ 3 Y 13 O3: 4)O W p MI CN M°, am rrJ-QQ _ tl,, O .'ki INS. B O ~ W III V% °) N Q'C) J �.=Io m J a >.yc w9ao LLG'0 M� Q m Q 1xiSo`6@ ry ` U L1-0 �gmmr OV a (n O , t U J (n WWW.FDSENG.COM U L2 z � -o $zo z .2 Q .2 I J 5 O_ ii) - LO U) Z I- mLL tf') UI J 4--+ `n 0 � y ! _ �,�Oi •y 0 w � U V' 6L _ U UO s 0 0 N.a OO a�� 00 N .. . U `n o °' Q N O too -- -... 4 DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: O Z rI O to W N f (6 O Q � Iy^^I 0 _j Uj L'J � Model Name / Number: 1820 Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-6354 Sheet: 6 Of: ROOF PLAN C LINTEL BEAM; am 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO — :1111 NON-SHEARWALL [.111111111111111111111. TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP OF SLAB I MS021 TYPICAL SHEAR WALL SECTION I N.T.S. I TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. /—SIMPSON SP4 W/(6) 10d X 11/2 / SP6 OR SP8 FOR 2x6 AND 2x8 WALLS DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC, W/1 #5 REBAR VERT, INTEROR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL C.M.U. 2"x 42 SYP/SPF P.T. W/ (3) 1/2" X 8" "Y BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO 1 MS03 1 rItAnnnnM IVIEL kF-Al / L)n%J/ JI IL.nn) vv�L-L" r v I N-T.S. 1 •7 eeAornV AINICr1TIr1r1CTAll #5 REINF. BAR z . r- nrnr%^o lJr%niz SCALE:1 "=1'-O" * GRADE 40 U.N 0, 20" MIN. LAP #30R REINFORCING BAR #R & #4 LAP SPLICE 25' MIN. LAP #5 REINFORCING BAR #5 1 AP SPLICE 36" MIN. LAP #6 REINFORCING BAR #6 LAP SPLICE I MS051 REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIRE ENTS SIZE I TAPCONS SPACING # ROWS 2 x 4 1/4" X 23/4" 12" O.C. 1 2 x 6 1/4" X 23/" 12" O.C. 2 2 x 8 1/4" X 23/a" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST In .LINTEL 1 i (2) 2X P.T. BUCKS W/ 1/2" O.S.B. BETWEEN I FASTEN PT 2X NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS111 2x BUCK DETAIL I N.T.S. I LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: 1820 C 3 CAR STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (# PLF '.) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 171-411 950 172 405 92 8F16 - 113 / 1T (min.) 2 71-611 2661 171 1624 89 8F16 - 16 / 1T 3 41-611 6113 133 2707 81 8F16= 113 / 1T 4 141-011 1002 168 560 154 8F16 - 113_/ 1T 5 31-611 6113 770 3524 399 8F16 - OB / 1T 6 71_611 2661 770 1624 399 81`16 - 1B / 1T 7 41-611 6113 770 2707 399 8F16 - 113 / 1T 8 91-411 1843 172 1136 92 8F16 - 113 / 1T (min.) O O O O •a QW q AT TOq IN. n) R'aG D 1-v? cL6AR GRCI.T >a ,b` -5 REBAR AT BOTTOM 00 a _IN G cavlTr 19pTTOM RlINpORGINfi INS"ACTUAL PROVID® IN LINTEL NARY -A) S" NOMINAL WIDTH TYPE D:SIGN,4TION r - -ED WITH GR.T ) II - JNFILLLD r =AN-I'Y OF "5 R:BAR AT f 15 0TTOM OF_M!'F_ CAVI7- 81=1(o-1 /1T NOMINAL MDT- j jI I q.." OF 5 NONI',� HEC"M REBAR AT TOP MATERIALS 1. Yc precast lintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3, f'c grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Reber provided in precast lintel per ASTM A615 GR60. 6. Field rebar per ASTM A615 GR40 or GR60. Prestressing strand per ASTM A416 grade 270...ow relaxation. 7. 7/32 wire per IF A51.0. 8. Mortar per ASTM C270 type M or S. GENERAL NOTES 1, Provide full mortar head and bed:olnts. 2. Shore tilled lintels as required. 3. Installation of lintel must comply with the architecture and/or structural crawirgs, 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All Iimels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirups are welded to the bottom steel for mechanical anchorage. 8. Cast'n-place concrete may be provided in composite lintel in Ileof concrete masonry units. 9. Safe load ratings based onrationel des'gn analysis per ACI 318 and ACI530 10.Lintel min. depths are called out on lintel plan. If contractor installs a deeper lirtel 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. SAFE LOAD TABLE NOTES 1. All values cased on minimum 4" bearing. Exception: Safe beds for unfilled lintels must be reduced by 20% if bearing length is less than 6-1/2". Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated, 3. Safe loads are total superimposed allowable load on the section specified, 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masorry above the precast lintel, 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating lV1e rnaxinium resisting moment and shear at d-away horn the face of support. 8, For composite lintel heights not shown, use safe load from next lower height, 9. All safe loads in units of pounds per linear fom. REVIEWED I CODE P - C' ST.W.C, > G c ea, r� I; cn "<a13� 1�as t6 C -17 to � I00 a a m L a !xf 10 1- CO to 40 ti Eca+ c g�'`'. (� O hhlV 0C1 §'v. W LL U. �a aci'u�i 3m' SO N dp if y�co-QL / dA �Nti W a a o ` .� O �.€ to N Vq' o `r'. N m �. m C 4 N w tl Uj Y C a�o'� iu � rt�fa x.,, Z O Y 3 v" �� m 04 f— vj a 10, # N 4N Q G N 3 d L) Q J rde) y`&mo Q = U l.°.. y c WWW.FDSENG.COM El ❑ El 0 Z — O 0 ` 0 Z N 10 CV Q :� * 4 W 2! N [ ("fj VI C0 SS��kk W c1� to � C6 S 0 W C Ni U N E W O U r.■ Q N O USA- ; FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE PRECAST "U" LINTEL w/ 3000PSI CONIC. GROUT SHALL BE FLUSH VT Job Information: AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT _, E . HURRICANE STD.90 HOOK ` ANCHORS li 11 it HOOK (TYP.)a" Z w CV J W 0 STD, 90 DEGREE ° REBAR ON BOTH SIDES ANGLE 3000 P.S.I. OF OPENING U.N.O. CONC. W/1 #5 DIA. TYP. BOND BEAM 01 O r-I REBAR 8" x 8" x 16" K.O. � Ln PROVIDE KNOCK -OUT LINTEL BLOCK O I) d BLOCK FOR FIRST RLL W/3000 P,S.I.Uj CONC. W/1 #5 DIA. >n fn M COMPLETE CMU COURSE RE6AR aO+ BELOW SILL &FILL SOLID � � tTf O W/ (1) #S BAR FOR ALL to H WINDOW OPENINGS 6'-6" AND LARGE INDICATES FILLED CELL FROM FTG. TO ■ ■ ■ ■ ' ' �_ i]. 16, BEAM WITH 1 #5 CMU U.N.O. � O 0 BAR MIN. J W U) U) Ln IL It MoV del Name / Number: J' J SEE FOUNDATION PLAN SEE F04 CATION PLAN FOR LOOp,TIDNS 1820 TYP. DOWEL25" Plan Issue Date: MIN. LAP (ACI 530) Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-6354 Sheet: S I Of: ALL ELEVATIONS MS01 I BLOCK WALL REINFORCEMENT N.T.S. LINTEL PLAN 0 SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) Y2'x5" SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER .,,"•:'. !•1 TRACK TO JAMB. "` '7� ' • ' •' ' (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" "J" BOLTS WASHERS SET IN o �' FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. 1, SECTIONAL r o OVERHEAD DOOR CONT. ` P.T.#2 ^,> WOOD ., SYP2"X6" TRIM T •.' N 2"x6" P.T. WOOD JAMB n- .' • DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER GARAGE SLAB t.'r TYP. GARAGE DOOR TRACK MOUNTING DETAIL cn 0 NOTE: DETAIL CD22 J 5-2 MAY BE SUI3SITUTED FOR THIS DETAIL- UNLESS NOTED OTHERWISE MS12 OVERHEAD GARAGE DOOR ATTACHMENT =-T CD21 ENTRY CMU COLUMN/BEAM N.T.S. N y S .e 0 U) C4 00 - a W 3- rn 00 r r &- M i# # Ntj O7 W LL LL sz? aaaOD ° h L W a mccm�aY m a _ - Y d O 9 iu^ N Wcn d BLOWN -IN R-30 INSULATION PER FBC iE 9 0 rry J LLy° 2 c v a Z 0 O I:`� a, AND ENERGY FORM SUBMITTED WITH c s O � k 3 r PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) o N° 0 w c mty�rn 1 w`��°'� 0 J BLOWN -IN R 30 INSULATION PER 12 e FBC AND ENERGY FORM SUBMITTED FIBERGLASS SHINGLES OR TILE ROOF PER ELEVATION ( ) _ ° r w Z st Q a �_ s� - ° s U J th d 12 WITH PERMIT APPLICATION SEE PLAN ice\ OVER APPROVED UNDERLAYMENT u a 0 PROVIDE BAFFLES AT EAVES SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- w cl J 71 e t & 0 W1MN.FDSENG.COM El El 171 ' FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) TRUSSES @ 24" O.C. [RSH] - ON FRAMING SHT, FOR _ SHT'G & FASTENERS. 11 i OVER APPOVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA ' ( ) z 1,/ z , TRUSS ANCHOR (SEE PLAN) `�' ROOF SHEATHING SEE SCHEDULE- PRE-ENG. WOOD - ON FRAMING SHT. FOR 1 ` ` — _ _ SEE PLAN FOR_ILLg z c¢v [RSH] ERG. HT. J TRUSSES @ 24" O.C. 5HT'G &FASTENERS. « • 1/2" DRYWALL a � ! TRUSS ANCHOR (SEE PLAN) FELT PAPER OR • • ° ETAL DRIP EDGE TRUSS PLATE ti �/ I� z N TO BE INSTALLED ON OUTSIDE FACE i J — 2X SUBFASCIA 3/4" P.T. NAILER SEE ARCH, (TYP.) FRAME FOR BUILT-UP CORNERS min (3) 2x4 OR V"1 c (9 _ _ 4--0 w •4_ _ - — _ — _ — _ - - — - •� SOFFIT. 112" DRYWALL PLANS 4x4 2x4 POST UNDER EA METAL DRIP EDGE „ CURTAIN NAILER 1 x 4 P.T. @WINDOWS n 8 x 8 x 16 K.O. A LINTEL BLOCK w/ END OF SUPPORTING BEAM. 2 X 4 P.T. PLATE NAILED w/ 8d NAILS @ 6'1 KEEP IN 3/4 FOR SHEATHING o U — .0 � . 1/z DRYWALL CONNECT ALL 2x STUD 2X SUBFASCIA 1 x 8 P.T. @ S.G.D. O.H. W/ (1) #5 DIA. REBAR & H AND LATH WITH FINISH O.C. J TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. TOENAILS SEE ELEV. 3000 PSI CONCRETE PRECAST "U" LINTEL (TYP.) ALL SIDES / (TYP.) FRAME FOR COR- �l NERS FOR NON LOAD m U — c•, E "' 16d PLANS " v° 1/2 DRYWALL SEE SCHEDULE " N r' a �. BEARING SIDES NAILED \ f °O SEE PLAN FOR HEADER SIZE �' v d' ° ° ` � w/ 16d NAILS C� 8" O.C. j va va \ ♦ np \\wo v.vs C d Y Q cv o @0 �m 15/32" OSB EXPOSURE 1 ON O.H. EXT. WALL W/ ALL EDGES BLOCKED. 1/2" x 8" J-BOLTSOPTION (TYP.)4 COURSE HIGH A.F.F. (1) CENTERED EA. t3A►MS HOMES MAXIMUM OF (3) 2X PLATES MAY BE ATTACHMENT. SEE ELEV. SEETBI3 FOR NAIL ATTACH � SIDE w/2" WASHERS , CMU BASE FILLED w/ CONC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4" PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. r NOTE: 44" MAX. SILL HGT. ON ✓ FILL CELL -(1) #5 DIA. (TYP•) w/ (4) VERTICAL RENF w/ HOOKS INTO FTG & AT TOP NAILS AT 8" O.C. ALL BEDROOM WINDOWS. h REBAR w/ 3000 PSI h CONC. ALL LOCATIONS PLAN AI -Al of COLUMN 3000 GULFBREEZE PARKWAY SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN (G.C. TO VERIFY W/ FLOOR PLAN ^ & FLOOR PLANS u#" ° DIVISION LOCATION: PORT ST. LUCI E LOCATION OF OPENINGS IN � SIMPSON LSTA30 SEE FLOOR PLAN EXTERIOR WOOD WALLS. IF NO ARE INDICATED, FULL ° ° w/11-10d TO BEAM FOR BEAM SPEC. x, OPENINGS STUDS ARE REQUIRED). ° & TO FRAME BELOW ' �" ♦ Job Information: NOTE: 44" MAX. SILL HGT. ON r ALL BEDROOM WINDOWS. i VINYL FRAMED WINDOW ell W/ SCREEN WINDOW STOOL CEMENTIT10US DECORATIVE PER SPECS H N PRECAST CONC SILL o e FINISH 7/8" THICK PER ASTM C-926-98A FOIL R-4.1 N •° O PAPER BACKED 1 FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL PER FBC AND ENERGY FORM i 2X STUDS (SEE J EXTERIOR FINISH - MORE INFORMATION). SEE TB13 1/2" DRYWALL SUBMITTED WITH PERMIT J (SEE ELEVATIONS) ON SHEET 6 APPLICATION FOR NAILING INFORMATION FOR R-13 INSULATION AT EXTERIOR WALL SHEATHING. FTC, DOWEL #5 DIA. REBAR 1 x Z P.T FURRING 17" IN CONCRETE - 25" 1 x 4 P.T. EXTEND (ACI 530) ABOVE O +� WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. MIN, 6" FROM END -SEE WS07 BASE NAILER SLAB. ALL LOCATIONS SHOWN WOOD BASE ON FOUNDATION PLAN , SIMPSON HETA20 Al Al BUILT-UP CORNER MIN (3) 2x4 w/10-10d TO COLUMN R 4x4 POST w/ 2x4 UNDER POST o ■ ■ w ULO WOOD BASE FOR TERMITE SHIELD ' SEE FOUNDATION PLAN FOR EOACH END OF BEAM ' ' O W LO a SEE FOUNDATION PLAN SLAB INFORMATION SLAB INFORMATION TOP OF SLAB - - NOTE: ' 2 X 4 P.T. PLATE � ��� '• •J FOR — - - _ TOP OF SLAB _ ¢ —� * BOTTOM STRAPS MUST BE ...I .--- r = CQ INSTALLED ON INSIDE OF Model Name/ Number; , - -. 00 - y _ , GRADE COLUMN DO NOT BEND • GRADE 1 c STRAPS UNDER PLATE. v 1820 a i - PLACE STRAPS IN FILL Plan Issue Date: W CLEAN iv o SEE PLAN FOR _ iv RE -BAR QUANTITIES CELLS w/#5 REBAR �•' • 'r `" , °" TYP.)4 COURSE HIGH CMU BASE `"'- `"� " Wednesday, June 23, 2021 COMPACTED • • • , ; �; • ` FILLED w/ CONC - SEE PLAN FOR '• FILL ° y¢ •' - SIZE. TOP OF COLUMN BASE KA PROJECT NUMBER: , SEE PLAN SEE FOUNDATION • ' 2'-0" AFF 21-6354 L" SEE FOUNDATION PLAN 16 MENTS -- PLAN FOR FTG REQUIIY NOTE. DETAIL. CD21 / S-2 MAY BE SUBSITUTED FOR THIS Sheet: S=2 Of: _ WS01 TYPICAL WALL SECTION - 811 CMU 3/4"=1'-O" DETAII• - UNLESS NOTED OTHERWISE CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'0° TYPICAL FRAMING DETAILS lu U N m m Io - m co 41 1., 4 (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148-, L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D = 0.1621, L= 3-1/2") OR EQUAL (D = 0.162 L= 3-1/2") OR EQUAL ) 1�ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 TYPICAL COLUMNS DETAILS N.T.5, FOR OVERHANGS GREATER THAN • • : FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS .•; : REINFORCEMENT REQUIRED) • . F.F. OVERHANG � ' ' +�' FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. U SEE GE05 FOR ` STANDARD ` � I � GABLE END FRAMING T� Imo` I ` I ` + +I I+ +i I 2X TOP PLATE TO GABLE END W/ 16d NAILS @ 6" O.C. I 2X4 STUDS @ 24" O.C. W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING FL STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM GE15 FALSE BEAM AT GABLE END N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL 0IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED DCD Cir1C IAIT(1 (`NAI I AT """ ' JACK TO HEADER, NO BASE EDGE VIEW /16" O.S.B. A. SIDE X BLK'G. D O.S.B. V2-8d A. END CONNECTOR REQUIRED INSULATION AT EXTERIOR (3) 16d SEE PLAN WOOD FRAME WALL PER FBC SP4 AT COMMON FOR WLL AND ENERGY FORM SUBMITTED 24 O•C� NAILS(TYP)-T WITH PERMIT APPLICATION HGT. N M M�Illk ■ ■ 19-01010 1 Lei Awalo 0 " , ►, 010 "'A WINDOW OR DOOR OPN'G '--CMU PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH w/ (2) 12d NAILS O.C. (SOLID BLOCK w/ 2x6) 2 ROWS 12d @ 3" O.C. ,-DOUBLE 2x4 TOP PLATE 2x4 STUDS' lV PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAILS 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) TOP PLATE TRANSITION PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. TOP & BOTT. NOTE: @ ALL EXT, CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA, SIDE TYP, TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL BLE 12d i-TOP SPLICE 2 ROWS 12d @ 3" O.C. OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD WF17 TOP PLATE SPLICE DETAIL 3/4" = 1 0 * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION 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'-U" - 16' 3 4 3 4 2X CRIPPLES @ 16" W/ SIMPSON SP2 7 TOP AND BOTTOM * WHEN STUD LEA IS LESS THAN 12" LSTA30 STRAPS A - STUD WRAPPED 0 TOP PLATE & NAIL TO HEADER EACH FILL ALL HOLES Its STRAP 10d NAILS @ 8" O/C TYP. DOUBLE 2 x CRIPPLE ST( TYPICAL (U. * �k HOLD DOWN NOT REQUIRE WALLS WITH( HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF &GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE EE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" C/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2 x 10 OR GREATER HEADER )OUBLE 2 x #2 i.Y.P. HEADER W/ ./2" FLITCH PLATE 1EADER. (U.N.O.) =ILLING AND BLOCKING AS I,EQUIRED FASTENED TO 1EADER W/(2) ROWS )F 12d @ 16" O/C UNLESS VOTED OTHERWISE x 4 STUDS TYP SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" XPANSION ANCHOR NI 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN ',.T. BOT. PLATE STRUCTURAL SHEATHING I CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE T813 ON , SHEET 6 STUD ANCHORING: STUD TO TOP PLATE:SIMPSON INSULATION AT EXTERIOR SP4 WOOD FRAME WALL PER FBC 1 AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 2 X 4 SPF (WHEN EXTERIOR WALL IS ; AT 16" O.C. EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. ; STUD TO BOT PLATE: SIMPSON SP4 1 LINTEL NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE 1/2" X 8" ANCHOR BOLT @ 32" O.C. 8" CMU WALL WF21 KNEEWALL @ ENTRY FRONT WALL 3/4" = 1'-0 WOOD BEAM SEE PLAN FOR SIZE - TYPIG WALL SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.0EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's w/(12)-16d EA. TO COL. ALT: (2) MSTAM36 STRAPS CENTERED w/ (13)-10d NAILS Ea TO COL, TIE BEAM CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. ,t y lil N � tO y g$°ov W 0 r- 00 o3a < pp(+')(0 giU cTp rti s(0-I phi J J U U. O N Val 08 C) 0Z O Z W A oc ~5H= ag C 6 N @� Lu ui usj N 5 ztcda a � o0 Z �13 Ul}p _c C��++T O 5 g°y"yrn W e Z m wym�" rd m J m J cam G 2N Mt coQ a R.Rd yZSa� V o" fn 0 „yC2 U J to WWW.FDSENG.COM 11 ❑ Fl z — o 0 Z N 10 Z CV Q a N _ LO Z N t t/1 UI m LU .0 co ua V) �g Z) cM � J M U E co� 005; ..,, z 0 O (- y UCID Q N O GOA �.. S HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: 7—a_ c Un Un W M 4) U) T"? a 0_'IW� M W J U) vJ Tj Model Name / Number: 1820 Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-6354 Sheet: S-3 Of; MS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 TRANSOM DETAIL AT ENTRY 1/2" = 1'-0 WF09 WALL HEADER DETAIL N.T.S. 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 450 8d NAILS @ 4" O.C. IF > 9" CONT. 2X4 #2 SYP W/ (2) MINIMUM 2"x4'" � 10D X 0.131 @ 8" O.C. EA. SIDE CROSS BRACING - t ' "� WALL AND ROOF (SEE PLAN FOR �, . - , > T813 HINGSEE LOCATION) �.,-. BLOCKING FOR SPECIFICATIONS FICATIONS y --�— 2x4 SYP L BRACE FOR 2x4 SYP 'TALI. R SPFX. P BCRRSS RACIDG2x6 SYP L BRAGOE FOR THEN 48" O.C. AFTER. NAIL w/ GABLES 6'-0" AND TALLER. 3-12d @EACH END & @ •� ATTACH L BRACE w CROSSING AT 45 ANGLE. / j ` •• (NOT REQ'D WHEN GABLE IS 12d NAILS @ 4" O.C. 4'-1" OR SHORTER) FASTEN (1) SIM ON HGA10 ` CONT 2x4 SYP OR SPF SPANNING (4) BRACE CONNECTOR FROM GABLE TRUSS TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. (3) 12d - w/ 3-12d TO CHORD (MIN BLOCK/PLATE NAIL GABLE TRUSS PER JOINT 1ST 4 BAYS) TO TOP PLATE w/ _ 16d NAILS @ 4" O.C. 2x8 .T. PLATE 1/2"x8" ANCHOR BOLT CONTINUOUS LATERAL BRACING 2x4 SYP OR SPF BLOCKING "�� 4 BAYS AT 48" O.C. MIN. NAIL OVER X-BRACE AS SHOWN- BETWEEN TRUSSES @ 48" KNOCK OUT COURSE INSTALL BLKG. AT TRUSS WEBS X BRACING 2x4 SPF OR O.C. MAX. FASTEN TO EA. CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING SYP W/ (3) 12d @ EACH TRUSS w/ 3-12d NAILS EA.MASONRY WALL TRUSS WEB NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE TRUSS w/ 2-12d AND 1 TS13 FOR ATTACHMENT OVER JACK TRUSSES, SEEIMPSO S0-10dx 1/2" ��;�•, PLAN. 1010dx11/2" NAILS ff, P , TB01 TYPICAL CROSS BRACING DETAIL N.T.s. TB02 TYPICAL CROSS BRACING DETAIL 7N ` FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"x1 1/2" SIDS WOODS GABLE NAIL TOP OF "T„ 2x4 BLOCKING w/ 2-12d TOENAILS ' PROVIDE 2X4 MIN. BLOCKING AT END TOOP / BEAM TO GABLE TRUSS w. 2-12d V CENTER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM w/ BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS NAILS EACH END TO TRUSS TOP @ WOOD FRAMED WALL @ DUTCH GABLE CHORD TY m A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED PVERLAP TRUSS BRACING GEO1 GABLE END BRACING N.T.S. WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP q __ ___ TRUCTURAL PACE cn G.T. SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING JACK - - - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING TRUSSESHIp 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SHEATHING SYP TRUSS BRACING *SPACED AT 10' 0" MAX . lif N CO LO 1-1 W 00 SEE PLAN (— g. w � c c� c lad dM u Ji � _ � a S Q 0 m a° w �p H .7 INh a 2X4 BLOCKING HIP TRUSS 0 9 a � � � BETWEEN TRUSSES ,/ � _ W (n N � i s L ��a o ° _cl `� 0. 0 Sf L m W (0 , 6� TB03 HIP /RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. ul N D eIL V J m a O � cq ° $� d U e r a O ,.. 5 ,- 2.0 WWW.FUSENG.COM 0 El El z g z N TRUSS NOTES: 1• WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT LO z N Ml BRACING SHALL THEREFORE BE INSTALLED IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES THIS CONSTRUCTION LOAD SHOULD BE LIMITED � M TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT J � w EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF- SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-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. 0• 0 W � INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT CHORD BRACING SHALL BE C BOTTOM 4. ADDITIONAL B 0 0 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. � � M SEE TYP. TRUSS BLOCKING DETAILS WNo c SHEATHING 1 L 00 c� 00 a) , 4 3 TO 4 TRUSS AS SHOWN alf U U) 0 N x4 C id TRUSS SPACES ALTERNATE DIRECTION LO -- 0 Q N o + q'm RUS c DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. VERTICAL TRUSS (4) 12d TOP & BOTTOM OR " SEE TRUSS q(2)-NAILSOR FLORIDA CONTRACTORS LICENSE NO. CRC1330146 HCLR/LL IN PLACE OF (4) SOD BEBC�ION REQUIRED @RAFTERS GREATER THAN 8'-0° 3000 GULFBREEZE PARKWAY SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 SEE PLAN OUBLE TOP DOUBLE PLATE TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: PRE-ENG. TRUSS SECTION B—B VARIES w ROOF 2x STUD WALL SEE ,, SLOPE •� PORT ST. LUCIE ,. Job Information: CONV. FRAMED RIDGE \ / \ / / MAY BE NAILED w/ MIN. VERTICAL SCAB 2x8 #2 \ 2X4 SPF BLOCKING \ (4) 12d WHEN rr LANDS SPF 48" O.C. W/ (4) 12d \ BETWEEN TRUSSES / \ NEXT TO PRE-ENG. TRUSS 2x$ BLKING. NAILED 0 EACH TOP & BOTTOM OR H5 OR \ @ 48" O.C. MAX. SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER \ \ / B O THAN 2x4 SPF BRACE \ / \ @ 48" O.C. - NAIL w/(4) COLLAR TIE \ \ 12d AT EACH END & - EVERY rd \ \ ALTERNATE DIRECTION O SHEATHING ----_____RAFTER \ \ \ 2X4 BLOCKING BETWEEN CB BEVEL CUTS (OPTIONAL) N TRUSSES W/ (2) 12d NAILS r{ Ln @ EACH END, CONT. EACH BAY B TS 2X4 SPF W/ (2) #7X3-1/2" TRUSSES O M ALTERNATING DB WOOD SCREW EACH TRUSS OR H5 @ 48" O.C. / / SEE PLAN / / uj It ,- M BLOCKING PRE-ENG. TRUSS \ / / % O 3 � CONT. ROOF SHEATHING AT TRUSS TOP FRAMED AREAS TYP. \ / / / / li) Ti i ■ ■ M- J N STRUCTURAL SHEATHING CHORD AT ALL HAND \ \ �. U W Lo fl SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / Q J W� m o e (USP MP4) \ \ / M ' /� r /� LO ■ v / v J 2X4 P.T. BLOCKING BETWEEN AT8,� AL WOOD 2x8 #2 SYP RIDGE BEAM 2' 0 ON CENTER \ \ / / N 2X4 SPF BLOCKING '� V1 Model Name / Number: TRUSSES W/ (2)-12d NAILS Cm EACH END MAX TRUSS 2x6 RAFTERS @ 2'-O"O.C. fl \ /\ / BETWEEN TRUSSES MAX. W/ (3) 12d COMMON x \/ @ 24" O.C. MAX.w/ /• WALL BELOW TOENAILS TO RIDGE BEAM 2x4 RAFTERS FOR SPANS LESS THAN 3 12d EA. END (TYP. / • \ \ ( ) ) 1820 (SEE PLANS FOR TYPE) 4 FT @ 2'-0" O.C. MAX W / (3) 10D SEE PLAN CONC. MASONRY 2X4 CONT. AT STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM VI Plan Issue Date: 7 & B CHORD BEARING SUPPORT �/2" SPACE Wednesday, June 23, 2021 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION 21-6354 2x4 S.Y.P. @ 16" O.C. Sheet: � � Of: ROOF FRAMING TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS MS. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. AND BRACING DETAILS in 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. PAM SPACI EVEN' 6" 6" E 6" 6" SINGLE DOOR 6' l N >PAC __VEN SINGLE DOOR W SIDEL►TE SINGLE DOOR W/ SIDELITES all DOUBLE DOOR W/ SIDELITES N SPACE =VENLY o" J A L� DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 0 t 4" DIA. CONCRETE FILLED PVC. PIPE. TOP OF SLAB o0 z I III Ru^°I t r 16" MIN. DIAMETER J0J CONCRETE FOOTING �1 J W SPACE EVENLY .................... ...... . . SEALANT LL NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING ° NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. { 010 Line valley by centering raoao ��es 36" wide Sara°tile roes aterptainTdrg S ngle1erGuaw/OdO7�°�y 5W¢� O aym¢fi \ ` ¢ ndedaymentor \, j2 Uoded �. A' Vd4ap ihPEA Quivalentdir to 5d Go"se AV r otse 3CdG00se n . MetahO 11 oU G end ti tGouts r� ./' `�. Rake s � � o not nail within Metal ` -" Z2 r Errs Embed each shmgle g„ 2 valley centerline in a 2" wide strip of aspktalt 5" i raging cemerrt. 2$ i Cut 2" diagonal) gff upper Save 7" orner 0 t'lmmed' pieces to use in r 5thburr¢ f. t s r Is. i Extend the shingles over the rake and \ eaves about 1/2" li drip edge is Cut shirgles 2- used, gr about 3/4" if no drip edge is used. back from valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED XTURED, PAINTED ALL LEVEL VALLEY CTER.WALL FINISH BEHIND FLASHING GABOVE LOCATIONS) MINIMUM or6AND " X 6" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALLLASHING CONI AT KNEEWALL T ENTRY PLASTER STO N III SEALANT ROOF SHINGLES 6" X 6" H GALV. > MASHING CONT. I FLASHING DETAILS B" HORIZ. NOTE: THIS DETAIL IS REQUIRED AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET / KN EEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" ° \ x 3 1/2" PHILLIPS FLAT HD. "TAPCON" \ SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS _ 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH o 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 1 1/2m MIN. EMBEDMENT 1 PROTECTION BARRIER DETAIL, TYPICAL FRAME OPENING — N.T.S. WINDOW INSTALLATION N.T.S #h.11 AiMl 1/4e MAX, SHrM SPACE R905.2.8,5 DRIP EDGE. PROVIDE DRIP EDGE Al EAVES AND GABLES OF SHINGLE ROOFS. OVERLAP TO BE A MIN MUM Or an (76cm). EAVE DRIP EDGES SHALL EXTEND %in BELOW SHEATHING AND EXTEND BACK ON THE ROOF MINIMUM OF On. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER OVER OR UN3ER THE I NDFRLAYMENT. IF INSTALLED OVER THE UNDERLAYMENT, THERE SHALL BE A MINIMUM 4in WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. DRIP EDGE SHALL BE MECHAI\'ICALLY FASTENED A MAXIMUM OF 12T ON CENTER. WHER: TFE Vasd AS DETERMINED IN ACCORANCE WITH SECTION 11301.2.1.3 IS 110 MPH (177 KM/H) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10,058 mm), DRIP _0, O 3N SHALL BE MFCHANICAU-Y FASTFNFD A MAXIMUM OF 4INCHFS ON CENTER Maximum Fastener Spacing (Jambs, Head and Sill) maY n,a _ Moundng Fin`.',--... — Eiftna View of I rixedl VtV l Wall Framing; *2 Spruce/ Pine/F it Or Better , ..� , Silicone *IOxi-1!2" Screw Minimum Penetration 1.3l8" Glazing Bead C ross Section View Y_. Minimum i irr ` Silicone Exterior Sheathing Note We strongly recommend the use a/flashing and/or flashing tapes and slUpans a$statedto AsnM t r13c-uJ. xowaver, , aue co variation In codes and MId/ng types, it /s left up to the end user to determine the proper Installation ofthese Items the babble ti4=eP1 may tue peel f° insp 'tiCnt, p UGC; tl � tgicu;k.: fna sire :rxs r;i o)�er cia t aye .,tills ccxhsc,Lcr >rr is i.,mp"eze. Step 1 Measure to be we the opening is 3/8" to 112" larger than the window size both verticafly and horizontally. ' You may wish to pre -drill the installation holes in the fin at this time. Me =Ewtmd holes in one monun fin as ft are not necessanll spaced correco. Step 2 Apply a generous bead of silicone to the ba0side of the mourhtng fin. Use enough silicone to sufficiently fill all voids between the fin and the wail sheathing. Step 3 Insert the window into the opening from the outside. The window is labeled "inside" and "outside", but if these labels how been removed, the glazing bead should always be to the inside of the building. Step 4 Ingall shims under the sill, adjusting Chem until the unit is plumb in the opening. Shims should be installed under the sill every 2 feet. The window should be basically centered in the oyerring with no more than 1/4" gap between the window and well framing. Step 5 Install a #10 x 1-1/2" screw 4" from the comer of the fin at each end of the head, sill and both jambs, Step 6 InstaA the remaining fasteners in 8" Increments from the comer screws to the center of each frame member. Use pre not to over - tighten the screws and full them through the fin. Also, make sure the screws go in straight and do not cause the frame to bow, Wall framing should be a minimum of #2 Spruce/MnelFlr. Fasteners should be #10 screws of sufficient Ie th to achieve 1-3/0"penetradon into the wall and no less than 1/2" from edge of framing. Fastener quantities needed in each side of frame to achieve 8" 1 L of Frame Member 10 WWW42" so- 58 �" 74" or 90 go" Number of Fasteners 2 3 1 4 1 S 1 6 7 8 1 9 1 10 1 11 12 13 Step 7 Remove excess silicone "squeeze our from around the fin and Inspect for holes or volts. Use silicone to fill any voids. Step 8 If desired, a foam Insulation can be applied to the interior gaff between the window and wall framing. If applied, this must be one NON EXPANDING TYPEAOAM. Step 9 Since these windows are typically used in rooms with high moisture, ie; bathrooms, it is recommended that the interior gap between the window and wall framing also be sealed with silicone and tooled so as not to interfere with the instalaton of wallboard, tie or trim. Step 10 Once all constructon is complete, remove the bubble wrap from the Inside and outside of the window. If necessary, dean the blocks with a mild detergent and warm water using a soft cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Approval # Pressures Method Roofing: 1st Choice DADS COUNTY APP, IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL30310.1 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: DADE Florida Metal I FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL91580.1 R-2 COUNTY APP. Products Inc. Off -ridge vent" 1" FROM EDGE AND 4" 0. C. TYPICAL M Ax. ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-R9 PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905.1.1 Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 16Wb x6 2"" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS FL16546.8 2nd Choice +30.0/-32.0 CLOPAY 53W5 8 X 7 FL15279.84 Swing Doors: Choice +67.0/-67.0 THERMA TRU-CORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 1st FIBERGLASS DOOR LITESERIES TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.G. THEREAFTER. THE DOOR FRAME SHALL FL204 1.12 +67.0/-67.0 THERMA TRU-CORP. SOLID FL20461.1 EIBERQLASS DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. 2nd Choice PLAST PRO ALL ONE FL15215.2 LITER ES THEREAFTER. (TYPICAL ALL 4 SIDES) Sidelights RU FL15215.2 PLAT PRO Sliding Doors: 1st Choice MI WINDOWS & DOORS SERIES 4�SGD Alum. reinMI FL15332.4 2 Choice WINDOWS & DOORS SERIES 4 Alum. rein FL15332.12 Windows: 1st Choice +40/ 50 MI WINDOWS 3540 SERIES Twin Single Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS FL 17676.9 3500 SERIES +40/-50 MI WINDOWS Single Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF SUFFIENT LENGTH TO ACHIEVE 1/z INCH MINIMUM EMBEDMENT IN WOOD SUBSTRATE. FL 17894.2 +50.0/ 50.0 MI WINDOWS 3540 SERIES Single Hung (fin) FL17676.2 MI WINDOWS 13500 SERIES Single FL17894.4 Hung (finless) frame Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3 16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/4 M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 Mullion EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 1'/4" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD FL18644 R-6 BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: 1st Choice +66.0/-71.6 KAYCAN LTD Standard vinyl Staple 10" on center in direction of length FL16503.4 R5 Plygem / Variform Plygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard standard vinyl staples solid 144 vented -1-45 FL12194.2 Hurricane Panels: 1st Choice Dade County App. ALL AMERICAN SHUTTER & GLASS 24" Ga. Storm Panels 24 GA. STORM PANELS FL16293 R3 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: R. # 87864 Name: Certification Number: _ x. N CN Fri N N ►- i °'„�O_ to It o FL ° o Ln 00 I` LU fO 42 _2 sag 0 01 LJL LL L.L VOD u, D 6 W 2�° a a NW W rz w u5 0- 11O LrO~nu 2O 13 Sm tw1 C if3WOJ o uL'conrn n 11 b fill °0 ,=1 '°-_ m m w�I- IL ZN ray a ¢ ~ W c`ri F° 6'7.� WWW,FDSrNG.COM ❑ z o _ 2!o 0 N °O z 04 �d Q '1 �111II ! Z01 N t!3 C9 m - N � o� W L/)c _ � m ro~ J U =N E Lij ro s00 .� 00 V 00 �t Q N O bA v_ i]AIVi 5 HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: O F— Z L0 LLJ (n m O N to r-I 3: Ina" i to ii 0 J LiJ Ln 0 t^ IMn Li Model Name / Number: �•/ J 1820 Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-6354 Sheet:S5 Of; MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD up wATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS _ NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER & WEATHER RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS R703.1 General. Exterior walls shall provide the building with aweather-resistant exterior wall envelope. The exterior wall SELF -ADHERED FLASHING TEMPORAMLY SECURE BARRIER DOOR ROUGH OPENING TO BE USED. envelope shall include flashing as described in Section R703,4. WEATHER WINDOW UNIT �RESIStTfVE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the WOOD FRAME CONSTR. SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as BARRIER 3/4"-1" BEAD OF CONSTR. SL OPE TAPE `� EXTERIOR SELF -ADHERED FLASHING in :12.0 in required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF ADHERED F LAS H I N G OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 Cm : 30.5 Cm) R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from hales and breaks, complying with ASTM D226 WALL 8Y 6 IN. UP JAMB USE LIQUID NAIL BRAND SELF -ADHERED FLASHING PRODUCTS D ETA I LS (hSSEM1IBLFD WttJUbW) WEATHER PROOF CAULKING for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 OR EQUALL asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where \WEATHER SELF -ADHERED FLASHING EXTERIOR WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. joints occur, felt shall be lapped net less than i inches. Other approved materials shall be installed in accordance with the RESISITIVE water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive CEMT. FIN. barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages In a BARRIER SEAL TOPS of Jols rs PER FBC-R (CURRENT EDITION) 703.7.3 manner to meet the requirements of the exterior wall envelope as described In Section R703.1. UNDER DECKING SUBFLOOR R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where (SEE DETAIL WP07) SELF -ADHERED FLASHING applied over wood -based sheathing, shall include awater-resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be Installed independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain HEAD FLASHING TIE-IN INSTRUXTIONS: RIM JOIST to the water -resistive barrier is directed between the layers. 1. cut, fold up &temporarily secure weather Refer to the number marked as ®in each detail that corresponds to the resistive barrier above headerto allowfor flashing installation numbered items In the list of instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or 2. Self -adhered flashing plus head flashing under weather BUILDING 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 resistive barrier .� 1 PAPER -absorbing layer or designed drainage space. 3. Fold weather resistive bar rl®r back over head flashing and 2. Install flashing and weather resistive barrier to form water shedding laps seal with tape 2 O 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturers instructions. Metal flashing shall be Scale: NTs SELF -ADHERED FLASHING embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's SELF -ADHERED FLASHING SELF -ADHERED FLASHING �/�� scoring cuts instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of FLANGED WINDOW Y Y P 02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W PO 3 water to the building structural framing components. Self -adhered membranes used as flashing shall comply with FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER WPM EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions sand 1! AAMA 711. All exterior fenestration products shall 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 C920 Class 25 Grade NS or greater for proper Joint expansion and contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in RUBBERIZED ASPHALT Minimum) u EXTERIOR SHEATHING RUBBERIZED exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved ADHESIVE Fold shown b 6. oas EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALTY arrows flashings shall be installed at the following locations: --� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING FLANGED WINDOW tight t0 corner w UP JAMB 6". USE LIQUID NAIL BRAND (SEE DETAIL WP01) 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the : t4 REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING SCORED 8. Mechanically fasten as necessary exterior wall finish or to the water -resistive barrier complying with Section 703,2 for subsequent drainage. Mechanically t; LETTER ON CHEMICAL attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed RELEASE PAPER COMPATIBILITY , in accordance with one or more of the following: > (BEFORE FOLDING, SCORE SELF -ADHERED FLASHING, RELEASE PAPER TO EXPOSE 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the ' SELF -ADHERED EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) N VERTICALLY FROMfenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing FLASHING BOTTOM OF instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. THRESHOLD 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 (� MECHANICALLY FASTEN AS the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protectionto p s NECESSARY IN CORNERS THROUGH at the head and sides. C SECTION -A SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. (SEE DETAIL WP02) 1.3 In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ SELF -ADHERED O '� FLASHING' v AM WDMA 300 or FMA/AAMA/WDMA 400. s 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with SELF -ADHERED FLASHING projecting lips on both sides under stucco copings, NAILING FLANGE 1 4 (D 3. Under and at the ends of masonry, wood or metal copings and sills. L 2 6 4. Continuously above all projecting wood trim. „ = cp o SEAL TOPS OF JOISTS o N LID CID DO NOT FLASH OVER UNDER DECKING BOTTOM NAILING $ (SEE DETAIL WP07) 2 7 porches, r FLANGE 5. Where exterior rches, decks or stairs attach to a wall or floor assembly of wood -frame construction. w W 00 €� K °, �* SELF -ADHERED FLASHING S. At wall and roof intersections- a EtaE ' ��� � Y` g. J J SELF -ADHERED FLASHING SELF -ADHERED FLASHING OO tU1 °'�'� LL LL UJ HALF ROUND WINDOW WP04 EXTERIOR DOOR WITH DECK W P 0 5 INSIDE CORNER W P 7. At built-in gutters. c <0 m 0 g wa a dag2� a'' �. cvv`° W Y =!F`✓ mw "M � OHO 0- W Y S Ct.. O SELF ADHERED FLASHING 9 0 3 DECK PROTECTOR �M r d OLH al(�mm O: OJ SHEATHING o W a o i W V m . Y':R r � � .e N 7/8 Cement Plaster t a 7/8 Cement Plaster , in accordance with r in accordance with r q s = ° J o ASTMC926 ASTMC926 W WWW,FDSENG,COM SELF -ADHERED El ❑ ❑ Felt backed metal Felt backed metal FLASHING PATCH# q r lathe in accordance lathe in accordance with ASTMC1063 with ASTMC1063 SELF ADHERED FLASHING �10 ,x 0 DECK PROTECTOR z o / r'} Building Paper x Building Paper ? 9J S 7/16O.S.B.O S. 716" O.S.B.O.S. . I ��3 / B sheathing - n sheathing C14 Keep top edge , i DOUBLE -' Metal of weep screed cn L SINGLE ( � , J JOIST '` `- , JOIST SELF -ADHERED FLASHING w._ Flashing ' w a `- _ wt pof SELF -ADHERED FLASHING 1 „ blocklO o f ' �� /2 a u� �.. r trwa 3 1 2 �` Unperforated Vulcum c U Q 3., MIN 4.m� vs Flange 7/8 cauk bottom r� r Weep Screed U m w joint only - CN E Metal Flashing r oo 0 -5 .. Maintain "' o Wee Screed Bottom of 3-1/2" Unperforated = o.: N SELF -ADHERED FLASHING SELF -ADHERED FLASHING APPLY A LJQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN W P 0 �1 p LO Flange 7/8" Weep Screed LO : Y \H0.8362x;DECK JOIST WP07 OUTSIDE CORNER W P 08 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE 9�i 1 1/2" to 2" INSTALLATION OF THE BUCK/RECEPTOR. Above Roof 1 /2" Cementitious a N ° "D �' Sheathing Decorative Finish nraMs HOMES All inside and •.�.,0 0• ••• outside corner will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 •'o• • need to be miter 3000 GULFBREEZE PARKWAY EXTERIOR WINDOW UNIT ••• cut and caulked all CEMT. FIN. Cement Plaster GULFBREEZE, FLORIDA 32563 •',.••o "��/f ,••., ,butt joints need to in accordance sbecaulked using DIVISION LOCATION: BUILDING PAPER k •�••n ulcum caulk for all SLOPE SLOPE with ASTMC926 " PORT ST. LUCI E SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in over wood 2nd 0.3 in : 12.0 in (0.6 cm : 30.5 cm) (0.6 cm : 30.5 cm) floor Job Information: (0.6 cm : 30.5 cm) l� SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. o BUILDING PAPER WIRE LATH 1/2" Cement PlasterFinish SELF -ADHERED FLF-SHING o Block � 14 a� WIRE LATH 2 1/2" Perforated o z o. Flange 1/2 Weep > (0 3 W P BUILDING PAPER -Cement °• Sr Ono Lp BUILDING PAPER11 Plaster � �� ~ LO over block 0 "J LU 0 U_ 1 st floor -J 03 U) W EXTERIOR Install bottom V1 Model Name / Number: WINDOW UNIT CEMT. FIN. Slab edge of weep screed 1" below 1820 finish floor Plan Issue Date: OPTIONAL DETAIL Wednesday, June 23, 2021 KA PROJECT NUMBER: 2 2 Note: 21-6354 3 3 The building paper and metal lath WEEP SCREED DETAIL must be installed ever the top of sheet: W p of: SELF -ADHERED FLASHING WP10 SELF -ADHERED FLASHING \ P SELF -ADHERED FLASHING W P'� 2 the weep scree. SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD CEMT. FINISH WINDOW SILL V /� /V CEMT. FINISH PARAPET WALL hdWATER PROOF 11 DETAILS 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL 258H �FE ELZVXI;m FK)R NOTE 70 BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 FLOOR PLAN -W-LE�. 114' AREA CALCULATIONS J.,,[ FLOOR 18W S.F. ------- ----- TOTAL (AC) =320 S.F. GhRAGE CkWLREL) ENTRY BASE) COVERED PATIO/LANAI 5,W, S.F. 56 5.F. 137 S.F. _AqDUNDERROOF --------------------- 2---(* S.F. '00DE Ratincl�