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TERMITE SPECIFICATIONS. STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT N0: TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 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 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202 , PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0,63. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) 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 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, FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 7017, NATIONAL ELECTRICAL CODES (NEC 2017) 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 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 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 31814) SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 30116) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 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 , BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTE 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 SECURED IN PLACE BY NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION FRAMED CONSTRUCTION MANUAL 2018 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE WOOD 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION E30-16 PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL - AAF-20 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 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 "I"' OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO 1. CODE REQUIREMENTS: ITTHE INTENT THAT ALL WORK SHALL CONFORM TO THE AUTHORITY ARE 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDSS AND RULES OF THE ADMINISTRATIVE HAVING JURISDICTION. PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 STRENGTH OF 2000 PSI (f'm = 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. DEFLECTION CRITERIA AND THE PROVISIONS OF THIS CODE. 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 OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: R703.7.1 LATH. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE 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 10FT, ROOF RAFTERS LL/180 TL/120 LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/0 CLG) LL/360 TL/240 STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 LL/480 TL/240 TL/240 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR I -JOIST*** *TL MAX 2" UP TO 40FT SPAN R703.7.2 PLASTER. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR * *TL MAX 3/4" CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, 9, TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. *** TL MAX 1/2" CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. GENERAL ROOF LOADING TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). 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. ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE R703.7.3 WATER -RESISTIVE BARRIERS.20 TOP CHORD LL 20 20 20 WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL TOP CHORD DL 7 7 15 25 WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. CHORD LL* 0 0 0 0 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED (MOISTURE TENT 19% OR LESS U.N.O.ALL WATERPROOFING AND 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY( 0 RE CON ),BOTTOM INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD DL 10 10 10 10 (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 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 45 55 DIRECTED BETWEEN THE LAYERS. 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 BOTTOM CHORD LL (OPT) 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO R703.2 WATER -RESISTIVE BARRIER. ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 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. ATTICS W/ LIMITED STORAGE 20 ONE LAYER OF NO. 15 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 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 WITHOUT WOODEN TOP PLATES. (NON -CONCURRENT) 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 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.OE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: DESCRIBED IN SECTION R703.1. FLOOR SHEATHING: T&G ACOOF DECK: PLYWOOD G RO P 1 PA RATED D, EXTERIOR OR B(48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. 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 II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) {+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA O O (+) 27.6 (+) 27.6 10 (-) 29.9 () 37.0 (+) 26.5 (+) 26.5 20 (_) 28.8 () 34.4 O 0 50 (+) 24.8 (+) 24.8 (.) 27.1 () 31.1 O O (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" O 51.3 (+) 24.3 (+) 23.3 O 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 r-1 N ..f, • to 0 - k a �r FLU 0 w r �;F�, 1G.• :�, +,. * �: i O W LO m $ Ln OD r- m Qp Eu NfOi J J J c c ra a (% N go LL LL LL wCcd•�, 0 mu`i�c 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) INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES c �ti . r�Z SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES ,-m , = 0 > W a °'_MCI W5CN W ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF) � w � � Q � � LL � � � Y IN A MANNER TO PREVENT THEE � w �- • W 0 � ° � � a W¢ 3 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 x c r SELF ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN "arc ` Z . a v a Z SPECIAL FLOOR LOADING CARE AND MAINTENANCE � a (�Q o Cr 0 3 PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS y JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 4) W t % w O o W W==y� w���� Cr J J 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER " Y a 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: YEARLY MAINTENANCE AND INSPECTIONS BY THE BUILDER/HOMEOWNER ARE NECESSARY as _ ? m r d a. a 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) FOR THE FUTURE LIFE OF THIS HOME. CARE MUST BE TAKEN TO CHECK WINDOWS AND ' £ ° 2 6 U a = o ��38�� 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) DOORS FOR CAULKING, REMOVE LEAVES AND DEBRIS OFF ROOFS, MAKE SURE THAT WATER t W o W 0 J cn 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 FLOW IS AWAY FROM THE HOUSE AND HAVE YOUR HOME REPAINTED EVERY 3 5 YEARS APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. LIGHT STORAGE 125 (PSF) - THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. TO PROTECT THE COATINGS. THE DESIGNER AND ENGINEER OF RECORD ARE NOT � >° " WWW.FDSENG.COM � � 11• EXTERIOR WINDOW/DOOR OPENINGS. LIBRARIES w • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) RESPONSIBLE FOR THE UPKEEP OF THE HOME AND WILL N61 BE HELD LIABLE FOR 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) INSTANCES THAT MAY OCCUR OVER THE NORMAL LIFE OF THE HOME WITHOUT PROPER z o • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, MAINTENANCE. z o 0 • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL @HAND RAILS (d) 200 (PSF) 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) z N QNQ CONSTRUCTION. Q Q • AT WALL AND ROOF INTERSECTION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) °- STAIRS 40 (PSF) -LO UPLIFT CONNECTORS FOOT NOTES �/ z d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG -� 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. N U_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 w NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR - Q f0 MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. Fr. V - *-' Om ut9a w Cn ai BUILDER NOTICE: ro M FIELD REPAIR NOTES GENERAL NOTES: � J m 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2' DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SINIPSON "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 L 0 p 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 ofese t Is clear these document Every accurate, providing has beensed to q `. _ o y PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. rY p a .. ,. 0 y 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 U DD �_ Y o THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to Q N d WEa,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, omtssions,or misinterpretations I� DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to A S HOMES 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the TO FOOTING 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 s CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED T0, 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 information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS Assurance Manager immediately. No backcharges will be considered 3000 GULFBREEZE PARKWAY TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. for reimbursement by the Designer/Engineer without advanced PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER A 32563 notification and approval by the Designer/Engineer. GULFBREEZE, FLORID 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 MISSED, CONTACT THE FOR FOR SUBSTITUTION. DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT ST. LUCI E 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 7 !� ,. Job Information: 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 i t, FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS 11100 DATE DESCRIPTION O SHOME Lo (� z D AMW L o M Of Northwest Floridan 0) U ■ ■ ■ • O 0 _3 W ZD o .J in U) U) 00 Model Name / Number: 30®C� GMLFBIR`EEZ E PAR, Io k1 NAY C"MUBREEZE9 FLOR DA 0`250a 1780 Plan Issue Date: Tuesday, September 7, 2021 VT KA PROJECT NUMBER: MODEL 1780 21-8331 Sheet: 1 Of: COVER SHEET 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B (_A __/ +27.6 / -29.9 CB-) +27.6 / -37.0 BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM MARK SPACING SPECIES CAP.(plf) BW1 16" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT BWZ 16" SP2 W/ (6}10d SP1 W/ (6}10d SPF 402 STUD, (6) 10d 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 UPLIFT BW5 SP2 W/ (6)-10d SP1 W/ (6}10d 16" STUD, 6 10d 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" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT SP2 W/ (6)-10d SP1 W/ (6}10d BW8 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 535 (2) SP2 W/ (6) 10d SP1 W/ (6}1Od BWO 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) 10d 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 WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH SEE MS03/S-1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ 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" OSB PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4"oc GENERAL NOTE #8 BRG WALL DETAIL IN FIELD AND EDGE, SEE • GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ 8d NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS INDICATED WITH THE BW1, BW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE HARD CASED NAILS GUN NAILS AND WILL ATTACHED WITH ) PLATE AND THE 2x PLATE CAN BE ( PLA 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 p DTT2Z W/ 1/2" WEDGE C4 (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR* * U = 2200 SYP POST & (12) - 16d NAILS 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G = 12000 C6 F SYP POST & (12) -16d NAILS U = 2300 8 x 8 P.T. #2 ABU88 W/ (2) - 5/8" ATR** G = 2433'� C7 SYP POST & (18) - 16d NAILS U = 2320 678 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** 3.5 x 7 P.L. HDU8-SDS2.5 W/ (20) 1/4" x C10 1.8E Fb=2400 PSI 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" SIDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8SDS2.5 W/ (20) 1/4" x C12 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 [CI COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6, SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING 0.131" X 2 3h" 0.131" X 2 1k" SEE PLAN RING SHEATHING F12d SHANK ON ROOF ROOF & WALLS 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148' X 3 1/4" 0.131" X 31/4" NAILS & TOP PLATE 0.148" X 3 1/4" 0.131" X 3 V4" 8" O.C.(COMMON) STUD WALL 6" O.C. GUN NAILI CORNERS 10d 0.148" X 3" 0.131" X 3" 8" O.C.(COMMON) STUD PACK 6" O.C.(GUN NAIL) COLUMNS 16d 0.162" X 3 %' 0,131" X 31/4" (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/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H5 (3) - 1 3/4" X 11 1/4 ATTACH TOGETHER W/ (2) ROWS IA" X 3 1/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE H6 (2) - 1 3/4" X 9 1/4 ATTACH TOGETHER W/ (3) ROWS 1A" X 3 112' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS RECL AT OPENINGS OPENING 2x4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA, END EA. END EA. END 1'-0" 3' 11" (1) (2) (1) (2) 4'-0" - 9'-0" (2) (3) (2) (2) 10'-0" - 16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS LINO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (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 FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM 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 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FLITCH PLATE. NAIL SIMPSON LSTA24 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) - 13 4" x 11 1 4" LVL 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. (2) - 1 3/4" x 11 7/8" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4" x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) �BM6TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2, SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.Q.R. c c in 9'-0" 1 _ 31'.0„ 4" 7'-8" 18' 0" 10,$„ 2,-4„ 0o m 25 SH 25 SH 3' 10" 5' 4" 4' 4" EGRESS 17'_6" EGRESS i i» GARDEN TUB It 0 i 4F.G.i i OWNEWS i I .--I OP e-I LANAI 8' 0" CEILING - - - - - - - I OWNER'S BATH iN 8'-0" CEILING M - - - - 00 BEDROOM VAULTED CEILING N TO 10' FLAT i G.T. - - - -� -_-- - - - - - Mp- P. 19 o --R/SH 0 - - - - - - - - - - - { ' W.I.C.I 1 ' 8'-0" CEILING 5' 4" 3'-8" 7' 1" 5' 5" 2'-6" 1'-0" I 14'-0" ' I I i� lo m 1' 0" ( N 1 N N ' R/SH 2868 N O CO 1 5 SH's cI I 0 B 2668 1 N I ;t WS01 N o AM 11 LY VAULTED CEILING I TO 10' FLAT 18'-6" a ' BEDROOM 2 00 a (0 1 VAULTED CEILING o (~n o 0 1 TO 10' FLAT m 1 00 1 I 3'-0 3'-6" 9' 4" 5' 8" "' a W _ L A CN SZ 10'-0" CLG2668 I (sip in N 1 1Y 0 co M zl_j �1c) 15'-8 co A/C N 2'-10" R/A 6- in 6" I O o QO BATH 1 W--------- o00 8' 0" CEILING 1 0 R/SH 1 U) 1 m R/SH cc F-CH 0 I CAN S01 S2 d - � -- PROVIDE PLATFORM o d ® 2' 10" 36" I 1 9' 4" FOR AIR HANDLER - VERIFY SIZE W/' MANUF. iQ m FLOOR LINE ° ° 2668 00 1 (mil I i HANSONBOIX w Lo /1 N U) W w FLOOR LINE 36" FLAT BAR TOP ON 341/2" WALL I o r` ' o 0 I O O WO I0 UKITCHEN ------�-------------------- -------------------------- i7 1 _ DLW _ DBL. SINK VAULTED CEILING (9 I TO 10' FLAT � w 10'-0" N CEILING o LAUNDRY 10'-0" CEILING @36"AFF io 1 BEDROOM 3 1 VAULTED CEILING W Q I TO 10' FLAT 1 1 1 D DRYER VENT THRU ROOF MAX L1GT 35 0 VERIFY LOCATION W/ BUILDER 11' 10' 3' 81, 5' 2° 2868 I 2668 NOTE: BUILDER TO PROVIDE APPLIANCE PROTECTION IF W'H' I EREFRIG. - `r 4668 5 SH N SEE ENERGY FOR WALL FORM INSULATION REQUIRED BY MUNICIPALITY. SEE SHEET 4 FOR DETAILS - - - - - -,. REQUIREMENTS 4-6" - I 7'-6" 5'-2" 6' 10" 12'-6„ Alf 15'0"i 5'8"-------- - r-APULL DWN. STAIRS , rD LOCATE IN FIELD d ; 221/2"44" ------------- , N 0? DINING N¢ I I _ VAULTED CEILING i TO 10' FLAT 3 GARAGE - FOYER 8'-0" CEILING o J I I O ¢ I ILO MS03 N I I S-1 i G.T. (B ELEV ONLY)41 -----------------------------------------------" \3068 70 ' GRESS I I I I I I 00 35 SH ENTRY 09 'n 2'-0" 2'-4" 7'-0" 2'-4" 6'-4" G.T. (B ELEV ONLY) HOSE co --r------------------r- 12" SQ. I I BM3 BIBB COLUMN O MS12 I S-2 I ------------- O ® 16'x7' GARAGE DOOR CD21 '-0" 4'-8" S-2 14'.4" 5'-8" 1 2'-0" 16' 0" 2'-0" 01 20'-0" 20'-0" 40'-0" FLOOR PLAN. SCALE: 1/4" =1'-O" ELEVATION "B" ® +26.5 / -28.8 O +26.5 / -34.4 Q+24.8 / -27.1 O +24.8 / -31.1 O+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 BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. A /_FYi] 011:YALriT/_1 I I GENERAL NOTES 1. 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 2. 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. 3. 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 than 72 inches above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following [3 listed methods]. R308.4.2 All windows within 2'-0" of doors and in shower or tub areas will be safety tempered glass Ceiling for exterior entries and covered porches to 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. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined b one of the methods specified in sections Y P M1502.4.5.1 through M1502.4.5.3 9. 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 AREA CALCULATIONS 1st FLOOR 1780 S.F. TOTAL LIVING (AC) 1780 S.F. I GARAGE 391 S.F. COVERED ENTRY (BASE) 38 S.F. ftL''1;talfiCs'ld! �%.......... 0 r �» OF ''C vy�c- (0 'd' O 2= m-o iri s 0) 0) N 1-1 (0 LO c w ° 'O W (D � 00 ai U 2 "- (,] O OlI J LL. J Il J LL ®°� � 00 5 8Deti MI iz: f W W a 'perm $'j (n 0 ° W� N Uj a' i o 3LL yWa o"o` dD: W 3YJ � a0 0 F_ W2 ' j6CN 0 ;t� W ch M 0 0 O U a• LL 2 LO � N M � m Q ¢ .tic `oTa�3 U O _j i d F¢F F O �2 ma U_j d H Wit " W U) ° ❑❑❑ WWW.FDSENG.COM 1 W Z 0 - o 0 Z N 10 1 Z 0 Q L j wr a m r-I _ m Z ti U_ � N w � CCi •0 c o Ca N c MM u(ao -1 m U N E ry w L O 0 F- 00 " 00 a) = a)t° � co 4 0 Q Noa°o W AA - \DAM'S -A!_:3 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: O 41 Q (o M m N (4 cl C) O U CL OLLj J 0)t° m� I ♦ I Model Name / Number: I it 1 ♦ I Plan Issue Date: 1 Tuesday, September 7, 2021 KA PROJECT NUMBER: 21-8331 Sheet: 2 Of: COVERED PATIO/LANAI 117 S.F. TOTAL AREA UNDER ROOF 2326 S.F. FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" GENERAL FOUNDATION NOTES (U.N.O.) CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTION IS TO BE USED. STEM WALL OPTION IS TO BE USED. 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE MIN. 6" AND SEALED. REINF. OPTIONAL CURB FOR I IPPED F.F.FF VARIES 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W M, OR FIBERMESH GRADE SEE PLAN MASONRY @ ELEV, 0'-0" ; /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ W/ (1) - #5 BAR CONT.kr MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR * --- * NER-414 FOR FIBERMIX,OVER 6 MIL VISQUEEN VAPOR BARRIER. 00GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. 3 8 INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO O o 2 STORY: 20" X 20" BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. REINF. N W/ (3) - #5 CONT. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. A, Sil 16" (2) #5 SEE PLAN 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR # 5 REBAR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. IL REBAR BEARING 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE FM01 SINGLE STORY FTG 1/2" = 1' 0" FM02 SECTION @ GARAGE 1/2" =1' o" U.N.O. ON PLAN. CONTROL JOINTS IF SHOWN ARE NOT REQUIRED BY CODE BUT ARE 6 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. REINF. SEE PLAN- F.F. 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. 84(1) #5 REBAR 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT CONT. 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 FM03 I THICKENED EDGE 1/2" = 1'-0" REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF IF GREATER THAN 24" CONTACT FOR OR FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM . 1557 ( MODIFIED PROCTOR ) REFERENCE FMASW FOR STEM WALL OPTION THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. rGARN. `ALIGN DRIVE W/ BOTTOM OFRECESS &PITCH DRIVE '" X 20.14" CONC. DRIVE W/ 1/2" EXP CONT. 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) SEE PLAN EEPLAN *-- N r-I � 8„ 4„ 4" 16" 4" 245 REBAR ol FM11 STEP DOWN BRG. 1/2" =1'-o" FM12 STEP DOWN NON BRG. SEE PLAN FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP, Ibs F1.0 1'-O" X CONT. 1'-0" 2 #5 E.W. BOT. 2000 F2.0 2'-0" X 2'-0" 1'-0" 3 #5 E.W. BOT. 7200 F2.5 2'-6" X 2'-6" 1'-O" 3 #5 E.W. BOT. 11000 F3.0 3'-O" X 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 F3.5 3'-6" X 3'-0" 1'-0" 4 #5 E.W. BOT. 21500 F4.0 4'-0" X 4'-0" 1'-0" 5 #5 E.W. BOT. 28000 F4.5 4%6" X 4'-6" 1'-4" 5 #5 E.W. BOT. 34500 F5.0 5'-0" X 5'-0" 1'-4" 6 #5 E.W. BOT. 42500 1'-4" 7 #5 E.W. BOT. 61500 LEGEND 0 INDICATES SINGLE -STORY FOOTING ® INDICATES TWO-STORY FOOTING 1/2" = 1'-0" INDICATES PAD FOOTING OPTIONAL CURB SLOPED GROUT a SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" o TYP. SEC. ELEV. 0'-0" WITH CURB (1) #5 BAR CONT. I I (G.C. VERIFY) 00'� _I I REINF. i0 F.F. (SEE PLAN) n 2 #5 CONT. INSTALL LINING - " - _ * 2 #5 BENT BARS W/ PER ""'' 4 MIN. 25" LAP SPLICE MATERIALS v7 cn FBC-R P2709.2 MUDDED FLR. 16 « SLOPED TO DRAIN 2 #5 CONT. MIN. ESS SHOWER 1/2" = 1'-o" FM18 TYP. STEP FTG. DETAIL 1/2" = 1'-0" FM14 SECTION @ REC ALTERNATE: REINF. THE REINF. BARS SHALL BE #5 CONT REINF. GRADE SEE PLAN CONTINUOUS AROUND CORNER SEE FND. FOR BY COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 25" 00 #5 X 25" X 25" o c CORNER BAR ONE N E FOR EA. HORIZ, iv REBAR, TYP. U.N.O. (2) #5 REBAR p 10 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING WA3) - 45 CONT. FM19 TYP. CORNER BAR DETAIL 11/2"=1'0" FM23 P. FND PENETRATION 1/2" 1'-0" TY STEMWALL SCHEDULE FOOTING DIMENSION MAXIMUM STEMWALL NUMBER/SIZE OF BARS LAT. F.C. SPACING (O.C.) HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 6-8" >2'-0"-3'-4" 101, 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. 1162# 2'-8" & #5 @ 18" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. i;it ; SPACING (O.C.) AA 4,O W.W.M. TO BE TIED A CONT. REBAR (1) #5 HORIZ. CONT EA. VERTICAL REINF. #4 TURN BAR @ STEWALLS GREATER TH 4'-0' n <: (1) #5 HORIZ. CONT. TIED TO ° EA. VERTICAL REINF. B FINGRADE-8" MIN. TO TOP OF it STRIP FTG. a COMPACTED CLEAN FILL IN MAX 12" LIFTS STRIP FTG. W/ QTY OF 3"MIN. COVER REINF. PER SCHEDULE d (3 SHOWN) FMASW I STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND ;VERT. F.C. ABV, FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO 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 *1s" 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" II y O.C. O.C. VERTICAL, GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" h * TALL (TYPICAL ALL CORNERS) 0. 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 3" TO SANITARY SEWER PLUMBING RISER I 0 cn 60 O 4 O in LO v in O in F2.5 9'-0" 31'-0„ 1' 4" 7'-8" 4'-6" 3'-10" 61-01, 4'-0" 7'-0" 3'-8" 2'-0" FM03 � m FM01 3.1 = m 3.1 �I r� - j-v -11- ---- -SIT " ---- t----N -------------------------- i TUB VERIFY I II F.G. II DRAIN W/ MANUF II t..,SHWIR ' I? , W/C Ill �II�I____JJ _j r- 1 I Fes' 1 LL - - - - - - - L 1 1 31 SLOPE 2'-3" 4'-3" 4'-10" I ' 1 I ' 1 F2.5 I L -2 j ' �> � ' ' t-- ---� ---c- 9- --- 1 I - - I 5'-0" 3'.8" 8'-10" 3' 2" °Q 1 ZD 4„ i 1 ' p FMO2 1 3.1 , STEP DOWN 4" i N I 1 I 1 ------ 1 ® I i I I I 1 I 1 1 i : 1 N I I Ln I 1 1 I I 1 I I I I I I I 1 I 1 I i ' ' O 1 1 � I I 1 in 19'-10" 6-10" 3'-2" 2'-111h" 7'.21h" 11-' 1 I ��b II HVACJ 11 I I ; ' c0 �E_ I TUB 11 �o ' I L $ 1- �- c J ---L _ _ J2X8 WALL _ _J I ® ; PROVIDE CHASE FOR HVAC UNIT 1`� ' ' ' O Nx ' 12'-6" ' I r - -I-I �, ; r - I D/W I ' ® ' L - - - - - - - - - - 6 �IWASHI �tP � - J� I I \�i I 0 PROVIDE ELECTRICAL L. SINK '-' 13 1q X FM12 `J�, I1;= III in ; &PLUMBING SERVICE THRU SLAB @ ISLAND Ni 3.1 LOCATION rl _ , I ' (REFER TO FLOOR) o) r - - - - -- - - - - ----- - - - - -- --- 4 I 1 ® STEP DOWN 4" I ► REFRIG. I I . e .� F2.5 FM01 1 -----------' I I I c0 10'-2" 1 I I I I I I I 3.1 I I I C.J.I I I N I I -------- - C.J. --- 1-coo N I 0 FM02 i I I � 3.1 -- FM01 ,-------------------' ® 3.1 ® ® I STEP DOWN 4" I I d`------- --------- ? cv N2'_p" 4'A" I FM01 I I o 2'-0" 2'-4" 7'-0" 2' 4" 6'-4" I 3 1 I HOSE r FM09 12" SQ. CMU COL. W/ ' FM03 I (2) #5 BARS I 3.1 (2) #5 BARS I BIBB (2) #5 VERT. GROUTED - 3A I W/IN EA. F.C. I - - - W/IN EA. F.C. - J SOLID `----- - - -- -- - F2.5 p4.-8„ 14'-4" 5'-8" 2'-0" 16'-0" 2'-0" 20'-0" 40'-0" FOUNDATION PLAN. SCALE: 1/4" =1'-O" ELEVATION "B" r -I (V CN CN „a ''•e s ••�l1 L Iti V �'' Id S� a,.tf E cA i„0 (0 Nt O W c 3 p DU �� i� CMN I J J J 9S?'P D8 bm W W W .4 N 1.00 $ 1O dw a 0 06 W Noz coo W a 3=on a G QaoLLra "'' cn � o8a�w 13eMwJOti0 0- LLI c ' rpy 1:1 - W -4 :5 Ii zr�aQ Z 0 Y c c N C L M 5 -22e N 0 � I-- w 0 0. N O W ILW��0)S m JO J m m a Win .1 w. m Ya yp, ZcM Q ¢ Q o�E 0 J d I- ��aBm a O x O g t U J Cn I.- 0 .. 2.N WWW FDSENG.COM ❑ ❑ ❑ 0 L2 z cn Z o 0 (N 'O klu J = a cf) 0 Ln Z r- N � Q) U m - w -p m •� co 0 uc�a w to :D c cM cy) UroNE W i 0 U _ 0 o � v� U �O p C L0 M ti. .... n Q N S1-40MES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: no** O 0 u7 w +� ((n C m (O e-I to N 2 JLiZ) Om(nU) 00 Model Name / Number: 1780 Plan Issue Date: Tuesday, September 7, 2021 KA PROJECT NUMBER: 21-8331 Sheet: 3 Of: FOUNDATION PLAN 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 = 1780 x 3 = 5340 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 33,887 SUBTRACT 100 % OF FIRST 10,000 10,000 A= 23,887 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 23,887) = 9,554 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 36,554 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 152 ASSUMED EDGE OF WALL O 2x6 WALL (FLOOR TO CEILING) 2'-8" USE 2 RED HEADS TO ANCHOR WALL ALTERNATIVE PROTECTION BARRIER FM24.1 N.T.S. COACH LIGHT ` - — ` COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" =1'-O" ELEVATION "B" 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 AFCls (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 S SMOKE DETECTOR SINGLE POLE SWITCH CM CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTORCOMBO UNIT $3 THREE-WAY SWITCH ,/ FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING -¢- CEILING MOUNTED FIXTURE n II— U n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 0 CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT 2 I DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT 0 p— DOOR BELL 220 VOLT OUTLET ® SPECIAL SERVICES OUTLET D0 DISPOSAL TV T.V. CABLE OUTLET I_= DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET Fs PI PREWIRE SPEAKER ® RECESSED LIGHTING J I JUNCTION BOX WP WATER PROOF O RECESSED LIGHTING THERMOSTAT BATH FAN 0 LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT 1 C INTERCOM SYSTEM ® GARAGE DOOR L.E.D. DISC LIGHT PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE METER I I I MAIN 200 AMP 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT DISCONNECT UNDERGROUND I I u 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 ��#4 TERMINATION 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. W.f c c W 8'v ' '�• (� W 1-100 (0 Il- ti 00 m •- 0m 0;�� E G_ a- h d, _pp N� 06 6 00) LO U- 00 JJ LL f- � LL aci 'w 0 CH4 1 O � m�d "8Uj moo. Z Wmoo w Lit a 4�v� 2 �4 o z 0I.E Y c G m + N W rn J W ct D m -j 3�" o U) O s Z W Q U U cn o53co W1MN.FDSENG.COM O Z W — o 0 z N 10 � J a 0 in z N (nnt W M 41 Lu C 0 W � c uL�a 1 N f� cc M U =' m N E w sp 0 00 — 00 / a: O N � a� CO d Y I Lv Q N O u�A M Q W /A\\DAMS HOMES _ FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: O z c� i LO W in Q c °' M a) cc °- Ip 0 Lo Ip �I 00 (n (n ♦ I Model Name / Number: 1780 ♦ I Plan Issue Date: Tuesday, September 7, 2021 ♦ KA PROJECT NUMBER: 21-8331 Sheet: 4 Of: ELECTRICAL PLAN T.O.M. 0 00 T.O.M. FIN. FLR O ib T.O.M. 25 SH 25 SH a LITE TEXTURED DECORATIVE 09 CEMENTITIOUS COATING tD L__1 25 SH 25 SH 25 SH 35/2 SH LEFT ELEVATION "B" SCALE: 1/4" =1'-O" - T.O.h 0 00 -FIN.FLR. LITE TEXTURED DECORATIVE CEMENTITIOUS COATING o0 00 io -------- ----------------- -- FIN_FLR., 25 SH 25 SH 12 6 21368 FRENCH DR. REAR ELEVATION "B" SCALE: 1/4" =1'-O" T.O.M. HD. HGT. 4 4 bo b OP zo — _FIN. FLR. FIN_FLR. 35/2 SH 35 SH LITE TEXTURED DECORATIVE—/ CEMENTITIOUS COATING RIGHT ELEVATION "B" SCALE: 1/4" =1'-O" 35/2 SH 12" SQ- COLUMN 2 3068 DOOR 16" X 30" DECO VENT 12 I6 12" X 22" DECO VENT 2 VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 1= net sq inches of venting needed equally for intake and exhaust Soffit product provides 4.12 net sq in / sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F. of Area to be vented (SF) 2526 s.f. Total needed for exhaust for upper 1/3 606 net sq i riches Total needed for intake (soffit area, lower) 606 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) 34' Lineal Feet of Soffit needed to meet required 111 r Lineal Feet of Soffit provided by plan 200 " MININIFE-11FEINI ose, T.O. 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SLAB SEE FOUNDATION PLAN FOR MORE INFO - NON-SHEARWALL SEGMENT 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 1 1/2 / 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. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2"x #2 SYP/SPF P.T. W/ (3) 1/2" X 8" "J" BOLTS OR (3) 1/2" 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 MS03 I I nrtivlL_ 1L f\ I / vl Au/ - 11 1 ,7 . - I N.T.S. ann lf%KI MV /1l1NINICf`TInl%I nCTAII 2�° MIN. LAP #5 REINF. BAR 9 #3 OR #4 REINFORCING BAR 4S & 44 AP SPLICE MIN. LAP #5 STD. 900 HOOK #5 REINFORCING BAR #S LAPSPLICE SCALE:1"=1'-0" 36" MIN. LAP m #6 REINFORCING BAR * GRADE 40 U.N.O. #6 LAP SPLICE I MSO5 I REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 23/4" 12" O.C. 1 2 x 6 1/4" X 23/4" 12" O.C. 2 2 x 8 1/4" X 23/4" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST LINTEL w� ' a : (2) 2X P.T. : BUCKS W/ 1/2" O.S.B. : BETWEEN I : , I , 1 FASTEN PT 2X : NAILER TO ; MASONRY : I I I I IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I MS11I 2x BUCK DETAIL I N.T.S. I SEE PLAN FOR TOP OF WALL AND LINTEL INFO. (PRECAST LINTEL - SEE LINTEL SHEET FOR SIZE OF LINTEL) AS NEEDED FOR TRANSOM HEIGHT TRANSOM OPENING .y^- FRAME_INFILL AROUND WINDOW BY BUILDER SEE WF01 FOR MORE INFO (2) 2X8 WOOD HEADER TURNED SIDE WAY ATTACHED THE FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 HANGER @ EA. END. USING (6) 3/16" DIA. X 13/4" TAPCONS INTO MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. THEN APPLY THE 2ND PLY TO THE IST PLY W/10d STAGGERED @ 6" O.C. - OPENING - MS071 LINTELS AT ENTRY DOOR w/ TRANSOM SIMPSON SPTS TOP AND BOT. W/ 12 10d NAILS 2-2x4 SPF @ EACH STUD TOP PLATE 2x4SPF AT 16" O.C. - USP LSTA30 W/ 22/10d NAILS TOP F TRANSOM 2X8 P.T. W/ 1/a"X3" TAPCONS @ 6" O.C. IN MASONRY OR 10d NAILS @ 6" O.C. IN WOOD. SEE PLAN FOR HEADER i I � REFERENCE DETAIL II WF02 IF RADIUS I I I / OPENING REQUIRED 1 I I III TRANSOM OPENING III ARCHED OR FLAT I I I 2 x 4 SPF AT I 2-2x4 SPF I I I 16" O.C. SILL PLATE I I I ----1a/-�- 4 I I II SIMPSON SP1 W/ -1 8)-10d NAILS @ BOT AND USP SPT24 W/ 12-10d NAILS @ SILL DOOR OPENING F.C. EACH SIDE SEE PLAN N.T.S. I•SIMPSON LSTA30 / 1-10d 0 COLUMN UMN LINTEL CHART w GRAVITY & UPLIFT LOADS FOR: 1780 B w 3 Car Garage STANDARD LINTELS SAFE APPLIED APPLIED LINTEL LENGTH GRAVITY GRAVITY LOAD SAFE UPLIFT UPLIFT LOAD BEAM COMPOSITE MARK LOAD (# PLF) (# PLF) LOAD (# PLF) (# PLF) 1 3'-611 6113 125 3524 50 8F16 - 113 / 1T 2 4'-4" REC 5206 125 2362 50 8RF14 - 113 1T , 3 4'-611 61`13 776 2707 474 8F16 - 113 1T 4 4'-8" REC 4567 1666 1797 1395 8RF14 - 113 1T 5 6'-0" 3480 125 1868 50 8F16 - 16 1T 6 9'-01, 1245 172 708 131 8F12 - 113 1T 7 13'-0" 755 193 386 98 8F12 - 18 1T 8 1 17'4" 950 168 405 105 8F16 - 113 1T min. 9 1 9'-4" 1843 772 1136 408 8F16.- 1B 1T min. - - - -- - - - - - - - - - - - - - - - - - - - - - - j - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - ' - - ' ' - - - - - - _ - - - - 1 _ -- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i _ _ _ _ _ _ - - _ _ _ _ _ _ _ - - - - - _ _ _ .- _ _ _ - - - - _ _ _ _ - - - - _ _ _ _ _ - - - - - - _ 1 I 1 I I I I I I I 1 I 1 I I I I I I I I ( 1 I I I I I I 1 1 I I I 1 1 I I I I I I I I I I I I I I I I I I 1 I I I I 1 1 I I I I 1 I I I I 1 I I I I I I I I I I 1 I I I I I 1 I l I I I 1 1 I I I I 1 1 I I I 1 1 I I 1 I I I I I 1 I 1 I I I I I I I I 1 I I I I I I I I I I I I I -- 1 I t I 1 1 2 I I I I I I 1 1 I SIMPSON A34 W/ (8)-8d X 1 1/2 I i 1 NAILS @ TOP & BOTTOM C31 I OF HEADER 1 4x4 MIN. OR BUILT-UP COLUMN EA. ZX4 NAILED w/10d @ 8" O.C. SIMPSON MSTAM36 MAY BE USED W/ (8) 1/4"X2 1/4" TITENS & 10-10d NAILS. P.T. SILL PLATE W/ 1/21'x8" ANCHOR BOLT @ 32" O.C. @ BASE PLATE DOUBLE 2X4 W/ USP MP34 @ TOP & BOTTOM SIMPSON A34 W/ (8) 8d X 1 1/2 NAILS OPTIONAL FRAMING TO BE 2X4 SPF UNLESS OTHERWISE NOTED. I WFO8 I LINTELS AT ENTRY DOOR w/TRANSOM I N.T.S. I FORM & GROUT SOLID = W �U :s 8F12-1 B/1 #5 BAR CONT. RM85 12" LINTEL DETAIL 3/4" = 1'-0" I I I 1 1 I 1 1 I I I I I I I I I I I I I 1 I I 1 I 1 1 I I 3 I 1 ' 1 I 1 I I I I 1 1 I I 1 I I I I I 1 I 1 I 1 I I I 1 I I I I I 1 I I I I I I I 1 I I I 1 I I I 1 1 1 I 1 I 1 1 ' ' I I 1 3 I 1 1 I I 1 1 1 1 1 I I I I I 1 I I I I 1 I I 1 I I 1 I I I 3 I I 1 I 1 ' I I I I 1 I 1 1 I 1 1 1 I I I I I I I I 1 I I I 1 I I I I I I I I I I 1 I 1 I I I I I 1 1 1 1 1 I I I 1 I I 1 1 I I 1 1 I I I I I I I I I I I I 1 1 I I I I I I I 1 I I I I I 1 I 1 I I I 1 I I I 1 I I I I I I I I I 1 I I I 1 1 I 1 1 I I I 1 I I I 1 I I 1 1 I I 1 I I I I I I I I 1 I I I I I I I I 1 I I 1 I I I I I I 1 I I 1 1 I I 1 I 1 1 I I 1 1 1 1 1 1 1 I I 1 I I I I I I I I I I I 1 1 1 I I 1 i 4 I I I I I I I I I 1 1 I I 5 1 I I I I 1 1 1 I I 1 1 I I 1 1 I I I 1 I I I I I I I I I V LINTEL PLAN SCALE: 1/4" = 1'-0" ELEVATION "B" GENERAL NOTES 1. AREAS OF BLOCK ABV, MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. * LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F = FILLED WITH GROUT / U = UNFILLED #5 REBAR AT TOP IN. (1) REQ'D R = RECESSED QTY. OF #5 CLEAR REBAR 0 BOTTOM 0 OF LINTEL CAVITY r - r- x Ei TOP KNOCK OUT =) x LINTEL BLOCK 8F16-113/1T a COURSE = �o z GROUT [QUANTITY NOMINAL OF WIDTH #5 REBAR AT #5 REBAR AT O-" " BOTTOM OF NOMINAL TOP o LINTEL CAVITY HEIGHT BOTTOM REINFORCING PROVIDED IN LINTEL 7-5 8"ACTUAL (VARIES) TYP - D gIGNATION 8" NOMINAL WIDTH GENERAL CONCRFTF LINTEL MATFRIAI S GFNFRAI INSTAI I ATION NOTFS 1. f'c precast lintels = 3500 psi. 1. Provide full mortar head and bed joints. 2. f'c prestressed lintels = 6000 psi. 2. Shore filled lintels as required. 3. grouted per ASTM C476 f'g = 3000 psi w/ 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. maximum 3/8" aggregate and 8" to 11" slump. 4• U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 5. Concrete masonry units (CMU) per ASTM C90 w/ vertical cell reinforcing and grouting, minimum net area compressive strength = 2000 psi. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and 6. Reber per ASTM A615 Grade 60. longer with a nominal height of 8" meet or exceed L/180. Prestressing strand per ASTM A416 grade 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 270 low relaxation. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 7/32 wire per ASTM A510. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete 8. Mortar per ASTM C270 type M or S. masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Florida Product Approval No. 158.1 11. The exterior surface of limels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Untels loaded simultaneously with veritcal (gravity and uplift) and horizomal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load < 1.0 Safe vertical load Safe horizontal load - O' O O O 6- 0 O O O O O 8RF6-06/1T 8F8-0B/1T j CID© O O O O O 8RF141B/1T 8F16-1B/1T j O O © O O 0 8F20-1B/1T O O O O joc 8RF22-1B/1T 8F241B/1T O 8F28 1B/1T 0r O O 0 81`32 1B/1T PRECAST "U" LINTEL w/ 3000PSI CONC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE n n n ANCHORS (TYP-) REBAR ON BOTH SIDES 01 OF OPENING U.N.O. PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR FOR ALL WINDOW OPENINGS 5'-6" AND LARGER-\ STD. 90 DEGREE ANGLE 3000 P.S CONC. W/1 #5 D REBAR 8"x8"x16" CMU U.N.O. GROUT SHALL BE FLUSH WITH TOP OF WALL 10" �STD.90 HOOK HOOK N I Z I EL W a v~i LO rn O �, SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR LOCATIONS MS01 I BLOCK WALL REINFORCEMENT N.rs. N O N _tom..• ..� o +-+ 4 �2r�'3S8S5I1�91R1. ymcow �sr�s� ,......, . W N Do II- W � W L 'lJ �Fy . L � Lo 00 I� aU •�- a a, c M (j o b rn tJi LL. G G Of N �.., 170 Ci a ��°�O a 3r8LHW a W U) �a,Qo ZL'o�¢ z Y C N 6 � O W Nc s W Lu W0)U F m 16 c z M y 11L Q d S °I E� a `arn'r OU I � N O J U (n o$ ao f- WWW.FDSENG.COM El El ❑ Z o Z O0 CD N �O Q � Z� 04 o a `n C -� Z ti N O � U M w � (� 0 - to w UcDa .� Lam/) c M U - N ELU co DoU Q IIA�T 00 U in o 00-t0 c Q N O 0" -%AA,\DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: ry O li- TYP. BOND BEAM 8" x 8" x 16" K.O. (D O > T-i Lo LINTEL BLOCK FILL W/3000 P.S.I. w N Q d CONC. W/1 #5 DIA. REBAR ` (DC 1 CnU M M INDICATES FILLED CELL FROM FTG. TO Z • • • • • • ry� N BEAM WITH 1 #5 BAR MIN. O J00U)U) COLO Model Name / Number: 1780 TYP, DOWEL 25" V Plan Issue Date: MIN. LAP (ACI 530) Tuesday, September 7, 2021 VT_KA PROJECT NUMBER: 21-8331 Sheet: S-1 Of: LINTEL PLAN 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 W/(2)'W'x5" EACH END SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT �r'• . W/ WASHER. MIN. 6 PER � TRACK TO JAMB, (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o ry ,, ; "J" BOLTS WASHERS SET IN o — FILLED CELL W/ 45 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL a � , n SECTIONAL OVERHEAD n DOOR WOOD P.T. #2 ' .• SYP2"X6" P TRIM ° 2"x6" P.T. WOOD JAMB :s. "'• CN N N DOOR AND CONNECTION PER O ' II , GARAGE DOOR MANUFACTURER GARAGE SLAB s.CTPy'l , Y `''' �- L' '�®� � TYP. GARAGE DOOR . J a 4 �% �". "°�� `,• TRACK MOUNTING DETAILel 0 00 NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS 70 DETAIL - UNLESS NOTED OTHERWISE ww -C T. , T E OF : 113: ` C )21 ENTRY CMU COLUMN/BEAM N.T.S. MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. �`�fp��S' ,3C.)iq r Fti`►°a N a L O) N y -1 W Il-. (D I- 00 c '° F. Ln 00 r— = Q m c`•'o m y U c m O N N J J J (� o d m LL LL LL o�a�y (a C) EoI�5.2 , Z W m C(} .� a a=- �� (A nm0Y a BLOWN. -IN I2-30 INSULATION PER FBC UtLL �111 /"ry (GO9LL.i Ln AND ENERGY FORM SUBMITTED WITH Y LIL 2 0 PERMIT APPLICATION PROVIDE BAFFLES13 N o 0 12 AT EAVES (1-OR VENTED ATTICS) W H W a m oLU FIBERGLASS SHINGLES OR ca LL2 N m SEE PLAN TILE ROOF (PER ELEVATION) !� OVER APPROVED UNDERLAYMENT a J a V " ° 't 0 ° � o 0 2 y g o Z PER FBCR 905,1.1.1 OVER APA W PRE ENGINEERED WOOD TRUSSES @ ER O.C. ROOF SHEATHING - SEE SCHEDULE- c W WWWSENG.COM El El El [RSHI - ON FRAMING SHT. FOR C9 LO SHT G &FASTENERS. TRUSS ANCHOR (SEE PLAN) z m z o 0 _ SEE PLAN FOR 5/8" OR 1/2" DRYWALL---,-'BRG. FiT. n , z vN, N¢ ( ] Q ¢ O HIGH STRENGTH CLG BOARD w ' ? METAL DRIP EDGE FELT PAPER OR — Lin z N O 2X SUBFASCIA (TYP.) FRAME FOR BUILT-UP t/1 ro TRUSS PLATE 3/4" P.T. NAILER SOFFIT. SEE ARCH. CORNERS min (3) 2x4 OR C9 U PLANS 4x4 w/ 2x4 POST UNDER EA o c 1/2" DRYWALL n 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. — 8 x 8 x 16 K.O. CURTAIN NAILER LINTEL. BLOCK 1 x 4 P.T. @ WINDOWS O.H. W/ (1) #5 DIA. REBAR & KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" AND LATH WITH FINISH O.C. _ U C0 w c a� u 1 x 8 P.T. @ S.G.D. " SEE ELEV. 3000 PSI CONCRETE PRECAST "U" LINTEL 61 (TYP.) ALL SIDES / / (TYP.) FRAME FOR COR-� O 0 m m W N — _J ° NERS FOR NON LOAD o �° SEE SCHEDULE " y' °a o °ono BEARING SIDES NAILED '— ° " UL °I w/ 16d NAILS @ 8" O.C. iL, ° b, 'Q t c 00 s I ol0 J Oo �v °yS \ '° 0 LSj ° - 1/2" x 8" J-BOLTS - � / (1) CENTERED EA. / / (TYP.)4 COURSE HIGH A.F.F. d DAMS HOMES SIDE w/2" WASHERS , CMU BASE FILLED w/ CONC n n (TYP.) w/ (4) VERTICAL RENF w/ µ NOTE: 44" MAX. SILL HGT. ON FILL CELL -(1) #5 DIA. ALL BEDROOM WINDOWS. REBAR W/ 3000 PSI HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE NO. CRC1330146 CONC. ALL LOCATIONS OF COLUMN PLAN Al -Al 3000 GULFBREEZE PARKWAY SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 " 8, FLOOR FLANS " DIVISION LOCATION: SIMPSON LSTA30 SEE FLOOR PLAN r w/11-10d TO BEAM — o oa FOR BEAM SPEC. PORT ST. LUCIE & TO FRAME BELOW Job Information: VINYL FRAMED WINDOW WINDOW STOOL j W/ SCREEN PER SPECS h PRECAST (ANC SILL " " PAPER BACKED FOIL R-4.1 I I INSULATION AT CMU BLOCK WALL PER FBC AND ENERGY FORM EXTERIOR FINISH - SUBMITTED WITH PERMIT y (SEE ELEVATIONS) APPLICATION 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR 17" IN CONCRETE - 25" w O > LO +� ¢ 't 1 x 4 P.T. ` BASE NAILER EXTEND (ACI 530) ABOVE SIMPSON HETA20 (v c ) SLAB. ALL LOCATIONS SHOWN WOOD BASE w/10-10d TO COLUMN Al Al BUILT-UP CORNER MIN (3) 2x4 c) co " ON FOUNDATION PLAN POST OR 4x4 POST w/ 2x4 UNDER .. T SEE FOUNDATION PLAN FOR .a ; EACH END OF BEAM U m r SLAB INFORMATION TOP OF SLAB nI NOTE: ' e ' 2 X 4 P.T. PLATE ®- O _J w 0 _ BOTTOM STRAPS MUST BE 0o% 00 L J co 0 0 * INSTALLED ON INSIDE OF l COLUMN. Model Name /Number: GRADE DO NOT BEND -'' r>;, v Va'r' = o STRAPS UNDER PLATE. 'v °��'° s ='�v °v ^' PLACE STRAPS IN FILLo-<" ° , 1780 SEE PLAN FOR N RE -BAR QUANTITIES CELLS w/#5 REBAR) u " ( TYP, 4 COURSE HIGH CMU BASE Plan Issue Date: a' , ;a' , ';- ° a•° FILLED w/ CONC SEE PLAN FOR e SIZE. TOP OF COLUMN BASE Tuesday, September 7, 2021 SEE FOUNDATION ��II 2' 0" AFF KA PROJECT NUMBER: 21-8331 PLAN NOI E: DETAIL CD21 / S-2 MAYBE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE Sheet: S=2 Of: WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=1'-0° CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. TYPICAL FRAMING DETAILS N O �+ N tA! PROVIDE 2x4 ON TO E OF 2x8 TO BLOCK OUT 2 ROWS 12d @ 34 0 A TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 k : : (3r = cn (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) `� "" ; ,r, i -o u7 2x4 STUDPER PLAN M��! �$��s • 'r l �; "� `'°,>1 �� 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN w TOP PLATE W 8d 2 1 2" x 0.131 NAILS d d Z5_ ( d o * �— (SIM. w/ 2x6 2x4 w 2 ROWS OF 4 ° Ng N CO `O NOT REQ'D. WHEN QT SYSTEM IS APPLIED / STUDS) 12d NAILS @ 3" O.C. S� � k����x�^�� ATE TRANSITION � �� �� ;�' � J TOP PLATE `3� JJ EAU �N� J LL Ll. E��•-� V$ drn u_ PIPE OR DUCT w/ OUBLE 12d � O .� v 'rn 4 D C. d In 6 PENETRATION THRU TOP SPLICE $ m i dj � ~ Uj20 G Lu a ����nmoo a TOP PLATE W/ MORE o W o o a w 3 THAN 50% OF TOP ROWS 12d 8 2 n s - o c � ~ L PLATE WIDTH INSTALL @ 3" O.C. S rg a 5 4 3:f- 3 SIMPSON PSPN516Z .OILY W V, �N W+�+ � O J w/ (12) 16d NAILS TYP. 48"tij�N�� ar Z M r Qco TOP & BOTT. 6 E = � o NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS BOTTOM SPLICE ° ` O O TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD S SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ $ WWW.FDSENG.COM (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2" x 0.131 NAILS n * NOT REQ'D. WHEN QT SYSTEM IS APPLIED (' j �_ VVV,jrr/// z o z o CD NOTE: PLATE LENGTHS MUST BE AT �M� N LEAST 8' 0" LONG. TYPICAL Q WF17 TOP PLATE SPLICE DETAIL 3/4" = 1' o" �✓ I z N �W U- Lo LU m ! "v Oo — uc�a w � rro � Lv (/) Z:) C M r J cM m ;o U E 00 6 �31 U 0 a ,- a Q N 1O 1" Vz" * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION/A\oAMSHOMES (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 0.148", L= 3") OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D = - 162- L- 31 0"N ORE UAL (D = 0 162" L= 3-1/2") OR EQUAL HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS I KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 1 34 4(3)-- HEADER 1NOTES' AA )D CENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) E SEE SCHEDULE Job Information: 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR 2X CRIPPLES @ 16" O.C. THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. W/ SIMPSON SP2 TYP. TOP AND BOTTOM 2-ROWS 12d NAILS WF37 TYPICAL COLUMNS DETAILS N.T.S. STAGGERED STAGGE@ 12" O/C EACH * WHEN STUD LENGTH FACE OR 3-ROWS IS LESS THAN 12" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x 10 O STUD WRAPPED OVER OR GREATER HEADER . TOP PLATE &NAILED FOR OVERHANGS GREATER THAN • • FILL 1ST. 4 COURSES TO HEADER EACH SIDE ° 1 1/2" CONTACT FOR FOR SOLID W/ GROUT. (NO ', FILL ALL HOLES IN DOUBLE 2 x #2LO z O > FURTHER INSTRUCTIONS ', : REINFORCEMENT REQUIRED) STRAP S.Y.P. HEADER W/ • 1/2" FLITCH PLATE W cn g cM 10d NAILS @ HEADER. (U.N.O.)(6 v •.• 8" O/C TYP, / rl v .� FILLING AND BLOCKING AS _ • • : • DOUBLE 2 x 4 REQUIRED FASTENED TO coCRIPPLE ~ STUD HEADER W/(2) ROWS J I" L'I .. TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS NOTED OTHERWISE :;: •: Model Name/ Number: F.F. •,` 2 x 4 STUDS TYP. OVERHANG—,.* ' 1780 • ;�; �:; :�; :�� , :�: ��• `•� SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" Plan Issue Date: EXPANSION ANCHOR Tuesday, September 7, 2021 ;: �•, W/ 6" EMBEDMENT U.N.O. •• • `, •: • • '.•,; ' '..' opF�OpR OR 8 1/2" AT GARAGE jiy V KA PROJECT NUMBER: ,� .-•,� G STEP DOWN 21-8331 FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" * * HOLD DOWN NOT REQUIRED @NBEAR NG ECTIONS P.T. eOT. PLATE NOTE: FOR OVERHANGS LESS THAN 5/8" NO REPAIR REQ'D. WALLS WITHOUT UPLIFT Sheet: S=3 Of: MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. WF09 WALL HEADER DETAIL N.T.S. _ TYPICAL WALL DETAILS _ *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING - TO BE LESS THAN OR EQUAL TO 450 - - - :. � MINIMUM 2"x4" �1J CROSS BRACING ~ (SEE PLAN FOR I� - - LOCATION) BLOCKING I I , I I I I (3) 12d (3)I I , PER JOINT ' CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - I INSTALL BLKG. AT TRUSS WEBS CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP w/ (3) 12d @ EACH TRUSS WEB TB01 TYPICAL CROSS BRACING DETAIL _._L N.T.S. TB02 I TYPICAL CROSS BRACING DETAIL N.T.S. __j PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D N NAILS EACH END TO TRUSS TOP ZTYP. O CHORD N ��'41ll ' Ate✓ � ` A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING ��G t rs' •° CDE 4do �" WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP � A STRUCTURAL PACE a ' =r G.T. SHEATHING or ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 ,.'•y TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHINGJACK OF HIPPED TRUSS W/ a, h ••n„•"..> cti of I— d�'`aSIDE SPAN FROM EXCEEDING TRUSSEP 12d NAILS @ 6" O.C. MAX24" SPAN (EITHER NG.T OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR N EATHING SEE * SYP TRUSS BRACING SPACED AT 10'-0" MAX co 0 d a N (0 LO PIANS� c w CD � 00 o9 a.g L Q o v= �o o N �-I J J J c p-5, _ uyO bm W W LL } 5 Nz 0 N In 00 O 2X4 BLOCKING J t° �ry� 5=--m Z W i0p W d BETWEEN TRUSSES HIP TRUSS NNm22 V5) _ 0 � w to m d y a - �o Q cm"m w Y SECT, A-A�Y a N N W ry{ J O\O �- W 7 13 2 2-6v < TB03 HIP /RIDGE BLOCKING DETAIL N.T.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. ��a�� :L 3 3 o LLJ =_��5w Kp nm O - NI(n 0.' J lu=$m� « O C m O IU a) w m m 2� all M0LL a a m m o 'r (n O N ` u o « 3 a c F 0 N WWW.FDSENG.COM ❑ ❑ ❑ v` r Z — O 0 TRUSS NOTES: Z 0 zN � � �o ¢ +� 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 J 7 d (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT C Z IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CN J CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. — LL w X 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. n l U 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ``,i// O W ue,a Lv ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. M 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT.co (/) .� SEE TYP. TRUSS BLOCKING DETAILS U J N E SHEATHING 4,_ co � = I' ® 0 � � 3 TO 4 TRUSS 2x4 AS SHOWN is U 0 0 It c Q [ALTERNATE TRUSS SPACES DIRECTION LvLID —: Q N O bA M ''Q W RUS }}�� pp �+� �. �+ %A\X)AM H©MES • • ° VERTICAL SCAB 2X6 #2 SPF 48" O.C. ° SEE (2}1 NAILS W/ (4) 12d TOP & BOTTOM OR H5 TRUSS OR HCLR/LL IN PLACE OF (4) 10D SECTION TO TRUSS T FLORIDA CONTRACTORS LICENSE NO. CRC1330146 REQUIRED @ RAFTERS GREATER THAN B-B .... .... 3000 GULFBREEZE PARKWAY SEE PLAN OUBLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 PRE-ENG. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS 2x STUD WALL VARIES w ROOF DIVISION LOCATION: PORT ST. LUCIE SEE PLAN SLOPE JAI /• • CONY. FRAMED RIDGE \ / Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 #2 \ 2X4 SPF BLOCKING / \ / (4) 12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d \ BETWEEN TRUSSES / NEXT TO PRE-ENG. TRUSS 2x8 BILKING. NAILED @ EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d B REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER \ THAN 8'-0" 2X4 SPF BRACE / \ @ 48" O.C. - NAIL w/(4) COLLAR TIE \ \ 12d AT EACH END &EVERY SHEATHIN RAFTER rd \ \ ALTERNATE DIRECTION O \ \ CB 2X4 BLOCKING BETWEEN BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) Z @ EACH END, CONT. EACH BAY B TB 2X4 SPF W/ (2) #7X3-1/2" / / TRUSSES LO 0 Q ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN W ;n BLOCKING 7 OR H5 @ 48" O.C. o M PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ / / / / `� . N 2 ' • M 2 O \ \ U I..L.1 SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / � 0 � W � T-i� o e 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2}12d NAILS @ DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM (USP MP4) Co) \ \ / / 2'-0" ON CENTER \ \ / / .J CO v) v ! 00 EACH END AT 8 -0 TRUSS MAX — 2x6 RAFTERS @ 2'-o"o.c• \ /\ / 2X4 SPF BLOCKING BETWEEN TRUSSES Model Name Number: MAX. w/ (3) 12d COMMON X \/ @ 24" O.C. MAX.w/ WALL BELOW TOENAILS TO RIDGE BEAM (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN CONC. MASONRY 4 FT @ 2'-0" O.C. MAX W / (3) 10D COMMON TOE NAILS TO RIDGE BEAM \ / \ / ° •\ (3)12d EA. END (TYP.) SEE PLAN 1780 — — 2X4 CONT. AT STEEL OR WOOD T & B CHORD BEARING SUPPORT Plan Issue Date: Tuesday, September 7, 2021 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION 21-8331 2x4 S.Y.P. @ 16" O.C. Sheet: S-4 Of: TB06 I BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. ROOF FRAMING AND BRACING DETAILS a 95 M C THERMA-TRU INSTALLATION���������������� KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. R., 4+n SPAC EVEN 6" 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITES !ii SPAC EVEN SINGLE DOOR W SIDELITE 31, 6' SPACE =VENLY D" E SINGLE DOOR W/ SIDELITES �n Gn -11-11 J J 1 n c 1 6' 3r, 3xr Err DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-019 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. TOP OF SLAB m 00 z I II 11 °I r - II IP I 16" MIN. DIAMETER CONCRETE FOOTING PROTECTION BARRIER DETAIL N.T.S. 31, SPACE EVENLY 6" 8" 8" 8" 8" 8" 1" ------•----------------- ---•-- ............ SEALANT L NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING ° NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. e' Foot 0 Dec K Line valley by centering moo o ea, os " 36"wide ��'� serer°the�os s � C nt ngSa" 9riary Sh C nleaterp� ndedayment or �O quivaeiedrc dedeyR`rot ` ` to nd� SthCoutse 0.d`Coutae 3tdCoosa Rake 2odC 1�Coots Metal o not nail within ` Drip 2' 6" of Embed each shingle in a 2" Edge valley centorline r wide strip of asphalt 5•" , raging cement. r - Cut 2" " i4 diagonally off upper Save 7" ` omer ofytrimmed I pieces to use In 5thCourse i , s` s le. , Cut shingles 2" back from valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) EXTER. WALL FINISH AND MINIMUM OF 6G ABOVE 6" X 6" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL AT ENTRY PLASTER STO SEALANT = Roor SHINGLES - 6" X 6" H GALV. w h FLASHING CONT.. 4 \ / FLASHING DETAILS �°� LQORIZ.NOTE: THIS DETAIL IS REQUIRED HING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET �% KNEEWALL INTERSECTION -Extend the shingles over the rake and eaves about 1/2" if drip edge is used, or about 3/4" if no drip edge is used. INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW \ AND/OR SGD FRAME MIN.) GLUE STRIP o N 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 DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS W/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME --�, BY OTHERS SHEATHING ING --"� BY OTHERS CAULKSETWEEN FIN&SPEATHING ATH EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O4.WINDOW HEIGHT I TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 11/2" Mi. EMBEDMENT 1-"-- 09 WOOD SCREW tdve R905.2.8.5 DRIP EDGE. PROVIDE DRIP EDGE AT EAVES AND GABLES OF SHINGLE ROOFS. OVERLAP TO BE A MINIMUM OF 3in (76cm). EAVE DRIP EDGES SHALL EXTEND shin BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 21n. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER OVER OR UNDER THE UNDERLAYMENT. IF INSTALLED OVER THE UNDERLAYMENT, THERE SHALL BE A MINIMUM 41n WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. DRIP EDGE SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 121n ON CENTER. WHERE THE Vasd AS DETERMINED IN 4CCORANCE WITH SECTION R301.2.1.3 IS 110 MPH (177 KM/H) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10,058 mm), DRIP EDGES tiHALL BE MECHANICALLY FASTENED A MAXIMUM OF 4INCHES ON CENTER H-LiteInstaitation Instructions For All Fixed Windows With MountingFin Includes all of the following series: •�J/ 625 / 82l; / AZ15 / FL15 / AZ30 / FL30 / V1500 / V1580 / V300 / V380 "' ` "� VT200 VT280 G82000 / GS2080 Prestige 662 Prestige 882 / LH10 Maximum Fastener Spacing (lambs, Head and Sill) 4, "-4 Wall Framing:. #25pruceiPine/Fir Or Better Silicone _#,10 x1-r/2" Screw v crew s- Screws Minimum Penetration Glazing;0ead Mounting III Fin' ._J...__. 6cternar view aF _.+.._ Cross Section View Fixed Wirhdav r minimum I � Silicone Exterior Sheathing Note. we strongly recommend the use 7X-sh/rrg end/olAashing tapes and s111 pans as stated In A57M E2112.01. However, due to variation /n codes and bulWingtwes, It is /eft up to the end user to determine the proper installatlon of these items w. -,, r . ... r,7.A F -:;'18 8e€ore installing yoa,r w�nc53r+r, the bubble wrap. may L* PetRedLa:k for +.nspertro hir_ i . , 'Fr Yc Protect the blocks from scratches and other damage until construction incomplete. Step 1 Measure to be we the opening is 318" to 112- larger than the window, size both vertically and horizontally. • You may wish to pre -drill the installation holes in the On at this time. Dfurpand the nched holes in the moue tln as ft are not necessanll Sep 2 Apply a generous bead of silicone to the backside of the mounting fin. Use enough silicone to sufficieritly fill all voids between the fin and the wall sheathing. Step 3 Insert the window into the opening from the outside, The window is labeled "inside" and "outside", but if these labels have been removed, the glazing bead should 11wap be to the inside of the builds . Stet 4 Install shims under the sill, adjusting them 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 opening with no more than 1/4" gap between the window and wail framing. Step 5 Install a #10 x 1-1/2" screw 4" from the corner of the fin at each end of the head, sill and boat jambs, Step 6 Install the remaining fasteners in 8" Increments from the corner strews to the center of each frame member. Use care not to over - tighten the screws and pull 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/PirWFir. Fasteners should be #10 screws of sufficient lengtih to achieve 1.318" penetration Into the wall and no lesa; than 1/2" from edge of framing. Fastener quantity needed In each side of frame to achieve 8" in Le of Frame Member 10" - 1a 26" 34- 42" so- sa" 1 66" 1 74" 1 82" 90" 9a- Number of Fasteners 2 3 4 s 6 7 i9 1 9 1 10 1 11 12 13 Step 7 Remove excess silicone "squeeze out"' from around the On and Inspect for holes or voids. Use silicone to fill any voids. .Step 8 If desired, a foam insulation can be applied to the interior gap between the window and wall framing. If applied, o'us must be the NOM EXPANDING. sYPE FOAM. Sep 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 installation of wallboard, file or trim. Step 10 Once all construction 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 Pressures Method Roofing: 1st Choice DADE COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFII COUNTY APP. I Products. Inc. "Off -ridge vent" 1" FROM EDGE AND 4" D.C. TYPICAL MAX ROOFING UNDERLAYMENT: ci N 0 , jt3 I4.4114 N D, E 7 J LUe z�°t'f13Db3S4443� � . _ _ /{ (o Nr o N I'll 0 .c Ql-e ri 00 ti u� " DO u(0i W pl- z me F a -j -j (I'D� Q CIII -j J E2 a c m v$ din J LL LLLL, LL �'mrn Mw Qa,ti ipo ., Z W ,� fA�aN•a w a d 2 2 w �(a Mu.i Y o i� ti w 13ryr�L a W 3 Y "� Z:52vt �y�e® � 0 T � m v c -C ; r", m c�j F- �i r'v'R&:. i C C. L g N g., w d deli �'0 X O J w £ m a 0 ce lid 00 .=l m m LL 2N Q Q «c'a.Hc 16 do Q y 8 v 13 oo D: Ln o Approval # .6 �__ �= o $ 7 WWW.FDSENG.COM 11 1-1 ElL n�(D (' j z 0 `V/VV I,/II - o z o 0 N 10OJ � 13 FL30310.1 d �i _m NAIL, FL21580.1 R-2 kI z N O J (DM +-j Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED R9 0 m1st PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH :��12328°_ U _ a_. R905.1.1 O w 2 �� 1�k`�GLe"' Overhead Garage Doors: - J U N o w o 1st Choice +30.0/-30.0 CLOPAY 53W5 16 2"x6" P.T. WOOD JAMB WITH FL16546.8 x 7 (5) 1/2" DIA. x 8" "J" BOLTS s �f ~ 000o 53W5 2nd Choice +30.0/ 32.0 CLOPAY 8 x 7 FL15279.84 ,. _ Fl U c Do o Swing Doors: ¢ Nam dam I 1st Choice +67.0/467.0 THERMA TRU-CORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 MESFIBERGLASS FIBERGLASS DOOR LITE SERIES TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.12 +67.0/-67.0 THERMA TRU-CORP. SOLID FL20461.1 DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROMbXDAMS TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. .: ...._. 2nd Choice PLAST PRO ALL ONE FL15215.2 LITESERIES THEREAFTER. (TYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 Sidelights PLATP o R� F�15215.2 Sliding Doors: 1st Choice MI WINDOWS & DOOE SERIES 420 SGD Alum. reinforced FL15332.4 DIVISION LOCATION: 2nd Choice MI WINDOWS & DOORS SERIES 440 SGD Alum, reinforced FL15332.12 PORT ST. LUCIE Job Information: Windows: 1st Choice +40 / 50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 Single Hung (fin) ANCHOR WITH MIN. 11/4" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT +40/-50 MI WINDOWS 3500 SERIES Single Hung (flange) LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF FL 17894.2 3540 SERIES +50.0/-50.0 MI WINDOWS Single Hung SUFFIENT LENGTH TO ACHIEVE 1%" INCH MINIMUM EMBEDMENT FL17676.2 (fin) IN WOOD SUBSTRATE. O 3500 SERIES Single MI WINDOWS Hung (finless) frame FL17894.4 Mullions: M-1926 Vertical I 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 OLO (n �' M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.I EDGE ' Fixed Glass: 1st Choice +50.0/ 50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHORWITH MIN. 11k" EMBED. TO ALL FACTORY DESIGNATIONS DISTANCE E WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: 5HrM, SPACE 1st Choice +66.0/-71.6 KAYCAN LTD Standard vinyl Staple h0" on center in direction of lPlygem / Variform Plygem Double 5 Double 5 standard (vinyl) 10" Double 5 standard standard vinyl staples solid 144 vented - 145 Hurricane Panels: 1st Choice Dade County App. ALL AMERICAN SHUTTER & GLASS 24" Ga. I Storm Panels 24 GA. STORM PANELS I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: Luis Pablo Torres Certification Number: FI• # 87864 Name: Certification Number: z COc M CIO o O J LLI 8 Cn FL18644 R-6 Model Name / Number: FL16503.4 R5 1780 FL12194.1 FL12194.2 � Plan Issue Date: Tuesday, September 7, 2021 FL16293 R3 7 KA PROJECT NUMBER: 21-8331 Sheet: S-5 Of: MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS NECESSARY IN CORNERS THROUGH /� RESISTIVE BARRIER & WEATHER RESISTIVE SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING GENERAL FLASHING AND WATERPROOFING METHODS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall WEATHER WINDOW UNIT TO BE USED. envelope shall include flashing as described in Section R703.4. /' "~ RESISITIVE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the BARRIER SHEATHING WOOD FRAME FLASHING accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as �' EXTERIOR SLOPE TAPE SELF -ADHERED FLASHING 3DHE BEAD OF APPLIED SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in : 12.0 in OVER RIM JOIST AND UP / THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND PRODUCTS DETAILS R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 +Assen+eLeowiNoowl / OR EQUAL WEATHER PROOF CAULKING ELF -ADHERED FLASHING asphalt It shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where WEATHER SELF -ADHERED FLASHING EXTERIOR joints occur, felt shall be lapped not less than 6 Inches. Other approved materials shall be installed in accordance with the RESISITIVE CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water-reslstive 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 UNDER DECKING JOISTS PER FBC-R (CURRENT EDITION) 70373 q BARRIER SEAL TOPS manner to meet the requirements of the exterior wall envelope as described In Section R703.1. SUBFLOOR (SEE DETAIL WP07) SELF -ADHERED FLASHING 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 at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer HEAD FLASHING TIE-IN INSTRure weather RIM JOIST Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain 1. Cut, fold up &temporarily secure weather to the water -resistive barrier Is directed between the layers. resistive barrier above header to allow for flashing installation Refer to the number marked as ® in each detail that corresponds to the 2. Self -adhered flashing plus head flashing under weather BUILDING 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 1 resistive 1 artier PAPER . 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 3. Fold weather resistive barrier back over Head flashing and 1 2. Install flashing and weather resistive barrier to form water shedding laps -absorbing layer or designed drainage space. 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 Scale: NTS flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be SELF -ADHERED FLASHING SELF -ADHERED FLASHING embedded in the adhesive layer) for ease of installation and to minimize SELF -ADHERED FLASHING y ) - corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's FLANGED WINDOW W P01 EXTERIOR DOOR WITH DECK - SECTION A W P O2 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W P 03 scoring Cuts instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of 5. Remove all release paper per standard installation instructions and water to the building structural framing components. Self -adhered membranes used as flashing shall comply with FLASHING INSTALLATION AFTER WEATHER RESISTIVE BA 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, EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in 3/4"-1" BEAD OF CONSTR. ADHESIVE 6. Fold as shown by arrows g EXTERIOR SHEATHING � INSTALL SELF -ADHERED ASPHALT exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE flashings shall be installed at the following locations: THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to corner REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) g LETTER ON CHEMICAL 1.Exterlor window and door openings. FI g SCORED 8. Mechanically fasten as necessary Flashing at exterior window and door openings shall extend to the surface of the rl COMPATIBILITY exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically N RELEASE PAPER attached flexible fleshings shall comply with AAMA 712• Flashing at exterior window and door openings shall be installed q^, j : ` l r re,, O SELF -ADHERED FLASHING, ��e (BEFORE FOLDING, SCORE in accordance with one or more of the following: %'$� SELFADHEREDADHERED ?. FLASH EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE 4. • , �,. �� •, 6 ds i VERTICALLY FROM ADHESIVE AS SHOWN) 1.1 The fenestration manufacturers installation and flashing instructions, or for applications not addressed in the ; BOTTOM OF fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing " (7 JO . '. i= O THRESHOLD Instructions or details are not provided, pan flashing shall be Installed at the sill of exterior window and door openings. % .` ; I c7 - L +° w? z a MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to �= o NECESSARY IN CORNERS THROUGH the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection <' '� » SECTION -A at the head and sides. i f LL' 1.2 In accordance with the flashingdesign or method of a registered design DETAIL WP02) SELF -ADHERED FLASHING g g Professional. • r. T kvf U-- (SEE O F �„ co SELF -ADHERED 1.3 In accordance with other approved methods. o-• ' FLASHING 0 /� 1.4 In accordance with FMA/AAMA 100 FMA/ AAMA 200 FMA DMA 260 FMA AAMA r C t ' , �o,• e 2 WDMA 300 or FMA/AAMA/WDMA 400. d9 �... ;.'� ° ^ . • �; �a I - o, v SELF -ADHERED FLASHING 5 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with •' i' & 2 b c NAILING FLANGE 1 4 projecting lips on both sides under stucco copings. O 2 SEAL TOPS OF JOISTS 6 3. Under and at the ends of masonry, wood or metal copings and sills. � DO NOT FLASH OVER UNDER DECKING 4. Corrtinuousl m c_ (0 't O BOTTOM FLANGE NAILING 8 (SEE DETAIL WP07) 2 7 y above all projecting wood trim. � � c e 00 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. W 8a pq Ip 1 00 SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING W P 0 6. At wall and roof intersections. a a $� am, 2o iJo d0) L fi LLLL "fgHALF ROUND WINDOW EXTERIOR DOOR WITH DECK WP05 INSIDE CORNER 7. At built -In gutters. 1y L" 0 B �° z w „ m=y _�' C w o- W� i!I"'Moo 0 LI: SELF -ADHERED FLASHING x c o e= v SN a4" 2 2 •ova DECK PROTECTOR�� 8 q o SHEATHING ip���� .� t Co 7 Cement Plaster r d a 17/8 Cement Plaster l in accordance with d h it o = �n. e with o N ASTMC926 in accordance 2 �� ' SELF -ADHERED ., ASTMC926 FLASHING PATCH o�3aS I- WWW.FDSENG.COM El ❑ ❑ A' Felt backed metal Felt backed metal lathe in accordance lathe in accordance C9 _ :SELF -ADHERED FLASHING with ASTMC1063 DECK PROTECTOR with ASTMC1063 (D Z Building Paper z N 10 t r Building Paper z . R. (t` 7l16" O.S.B. LO 7/16" O.S.B. Q (n DOUBLE sheathing sheathing SINGLE { JOIST04 ��c JOIST f ) SELF -ADHERED FLASHING , ' Metal Keep top edge to v m ` SELF -ADHERED FLASHING 1 ^'° ' Flashing Of weep screed Q� U_ 2" below top of +' W a 2 31/p2" block 3" MIN Un erforated •V - I Flange 7/8" Vulcum '' `- Weep Screed cauk bottom 0 5 joint only U J N E Maintain CO Bottom of Metal Flashing o0o 0 SELF -ADHERED FLASHING j� J P O SELF -ADHERED FLASHING W P O8 APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN Weep Screed 3-1/2" Unperforated as = o 00 N \H0.8362x;DECK JOIST V �/ OUTSIDE CORNER ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P ®9 1 1/2" t0 2" Flange 7/8" Weep Screed U o 21 00 INSTALLATION OF THE BUCKlRECEPTOR. Above Roof 1/2" Cementitious Q LO N ° Sheathing Decorative Finish ® DAMS HOMES .g'• ••o, All inside and EXTERIOR WINDOW UNIT outside corner will FLORIDA CONTRACTORS LICENSE N0, CRC1330146 CEMT. FIN. ••�� 3000 GULFBREEZE PARKWAY nee to a miter •', , cut and caulked all GULFBREEZE FLORIDA 32563 SLOPE SLOPE Cement Plaster , in accordance °• •0•' • becaulked using BUILDING PAPER butt joints need to SLOPE 0.3 in: 12.0 in with ASTMC926 ••. ' Vulcum caulk for all DIVISION LOCATION: 0.3 in: 12.0 in (0.6 cm: 30.5 cm) ---i 0.3 in: 12.0 in over wood 2nd (0.6 cm : 30.5 cm) floor PORT ST. LUCI E (0.6 cm : 30.5 cm) Job Information: SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING _ ~'-- EXTERIOR CEMT. FIN. NO BUILDING PAPER WIRE LATH O 1/2" Cement SELF -ADHERED FLASHING Plaster Finish c N u7 Block o WIRE LATH �.' .. ILIJ i o m 2 1/2" Perforated ai c co BUILDING PAPER BUILDING PAPER Flange m n Screed 1/2" Weep > M TH Ce e t Plaster , �•' Z H V m a over block a O Lu c0 0 �mcnCn EXTERIOR 1st floor 00 LL WINDOW UNIT CEMT. FIN. Install bottom S Model Name / Number: Slab edge of weep screed 1" below 1780 finish floor Plan Issue Date: 2 2 OPTIONAL DETAIL Tuesday, September 7, 2021 KA PROJECT NUMBER: 3 3 Note: The building paper and metal lath 21-8331 SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING must be installed Over the top Of WEEP SCREED DETAIL Sheet: Of: CEMT. FINISH WINDOW HEAD W P 10 CEMT, FINISH WINDOW SILL W P 1 1 CEMT. FINISH PARAPET WALL W P 12 the weep screed. SCALE: NOT TO SCALE W P WATER PROOF __ DETAILS fN L0 N 2 En L0 N L0 N 5" bath duct to roof or wall cap w/ standard 70 cfm bath fan 2.5 TON W/5KW @240V 1 PH 18x10 plen scale :1 /8"=1'0" 8 platform by bldr 95 SH 25 SH 5" bath duct to roof or wall cap w/ standard 70 Lo cfm bath fan LO N VERIFY LOCATION W/ BUILDER 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL AREA CALCULATIONS 1st FLOOR 1780 S.F. TOTAL LIVING (AC) 1780 S.F. GARAGE COVERED ENTRY (BASE) COVERED PATIO/LANAI 391 S.F. 98 S.F. 117 S.F. TOTAL AREA UNDER ROOF 2386 S.F. NOTE TO 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 License #\'-, ( 12z-' i Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. v d o l� V cn 00 z 0 I W W Of F— Q w 0 z w o o _ cn ry �w � Q Q N Q�� oo� w •• •• > z o Z o w � J Q I— O] � Q m a- J C/) C) Q