Loading...
HomeMy WebLinkAboutBuilding PlanTERMITE SPECIFICATIONS: STRUCTURAL NOTES: INDEX OF DRAWINGS R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICI®ES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202 , REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1053, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-112". LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE. TYPES LISTED IN R703.7,2. 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 EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER-RESISTNE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703,1. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELRADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVrrY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE INS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILL S. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTION. • AT BUILT-IN GUTTERS. MASTER REVISIONS DATE I DESCRIPTION CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LES 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 A OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO BE IMPLEMENTED. 1`303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM 090-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f m = 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C27014A. 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. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR SOFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 17E Fb=2400 PSI. MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL 1 OSB EXPOSURE 1 OR 1-5/32" 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 NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLJFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. FIELD REPAIR NOTES 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA: EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOL75 WITH MINIMUM 7" EMBEDMENT. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OFTHE OMITTED REBAR AND INSTALL A 32" LONG 45 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. 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. TO FOOTING). , 1 „ WITH 1 SIMPSON MTSM16 TWIST STRAP W 4 4. x 2 /n TITENS TO CONSTRUCTION MAY SUBSTITUTED/ ( ) 4. ED LINTEL STRAPS FOR MASONRY CONSTRU( ) MISS 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 MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1112" SIDS SCREWS AND (5) 114" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. 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 MISSED, CONTACT THE FOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. CODE CRITERIA _ FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 31844) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL -AAF-20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLOOR I -JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 37 10 10 TOTAL(PSF) 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY 8 BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT S 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® 50 (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 25.5 (+) 26.5 20 (_) 28.8 (-) 34.4 s O 50 (+) 24.8 (+) 24.8 (_) 27.1 (•) 31.1 (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" () 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OFALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SPECIAL FLOOR LOADING GAME ROOM 60 (PSF) COMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT 1.00 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS 6 (PSF) 0 STACK ROOMS 150 (PSF) GUARD RAIL @ HAND RAILS (d) 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PSF) ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. I. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. 0 SEE FLOOR PLAN FOR ACTUAL PRESSURES CARE AND MAINTENANCE YEARLY MAINTENANCE AND INSPECTIONS BY THE BUILDER/HOMEOWNER ARE NECESSARY FOR THE FUTURE LIFE OF THIS HOME. CARE MUST BE TAKEN TO CHECK WINDOWS AND DOORS FOR CAULKING, REMOVE LEAVES AND DEBRIS OFF ROOFS, MAKE SURE THAT WATER FLOW IS AWAY FROM THE HOUSE AND HAVE YOUR HOME REPAINTED EVERY 3- 5 YEARS TO PROTECT THE COATINGS, THE DESIGNER AND ENGINEER OF RECORD ARE NOT RESPONSIBLE FOR THE UPKEEP OF THE HOME AND WILL NOT BE HELD LIABLE FOR INSTANCES THAT MAY OCCUR OVER THE NORMAL LIFE OF THE HOME WITHOUT PROPER MAINTENANCE, SHT NO: I TITLE 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 I HVAC GENERAL MOTES: BUILDER NOTICE: 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the intent of Designer/Engineer listed In the tltleblock of these 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BF FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to 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 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omissigner misinterpretations undetected and not reported to the Designer /Engineer prior to KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance re the information found in these documents. Any questions regarding the CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE N FOR HAS NO DUTY OR S WHATSOEVER. KAA D C THEREOF, FOR ANYREA REASON THE INDOOR AIR QUALITY, OR THE EFFECTS T E RESPONSIBLE FOR-IIconsidered RE Q uali Information found in these plans s should be directed to our Quality P I No be IRE THEFT VANDALISM TRESPASS OR ANY OTHER MATERIALS, ORE EQUIPMENT, FROM MOISTURE MOLD FUNGUS F R TO PROTECT. WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, M Q � . M n r' immediately. backcha es Mn Assurance Manager I th edla e A ag Y rS for reimbursement by the Designer/Engineer without advanced PERIL OR CONDITION, AT ANYTIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. 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 CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. AMS HOMES I I Of Northwest Florida®® ® 3000 GULFREEZE PARKWAY GULF:I;EEZE. FLORIDA :32563 1,A70DEL pRt`�1VF[a. 1dCa 9 �b ?rT.'., I'ermr , d l.U1J11'l� Qn(' .•x `aaessp yr°re T o 87 4 +-3r. 0'• ATE OF s. <OR��tiCj. 10 t'J PAY 1+0 jj1III1>att ffi6 m a o gs$A €yP �' W F a < of m W wr F� 'nWz J J W � ` g I s f a t 3 gvg� Sk ��' 3 P• s 16 .c t� "` `(i III IR W °' 3 ir o J Z� 2 d u�Ta3 8e� l'I a J c M p r It W .FGSENG.CGM 0 I] ❑ U � Z g- o Z z a p o N ry QQ 3 a - Z rn r` V) U m M� i�,jv y 0 V) c VV) = c� CM u w -NE O � �Tram-'✓/ .� 8- 11A MC YAMC'C FLORIDA CONTRACTORS LICENSE NO. I CPC13301 46 I3000 GULFBREEZE PARKWAY GULFBREEZEFLORIDAFL 32563 I PORT ST. LUCIE IVI Job Information: O Ln LL.I p i � ro M > x U) rn cH a 3 a) > 0 ' a� a 0_ILLIZ) M `O o JmW(n ♦l Model Name / Number: 1820 VI Plan Issue Date: Thursday, November 18, 2021 ♦ KA PROJECT NUMBER: 21-10560 Sheet: w Of: COVER SHEET 160 MPH OPENING PRESSURES +27.6 / -29.9 1 ( H ) +27.5 / -37,0 BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM MARK SPACING SPECIES CAP.(Wf) 6W1 16" (2)16d TOENAILS (2)16d TOENAILS SPF NO UPLIFT BW2 SP2 W/ (6)-10d BPI W/ (6}10d SPF 402 16° STUD, (6) IOd PLATE STUD, LA) 10d PLATE BW3 18" (2) SP2 W/ (6) 10d (2) BPI W/ (6) 10d SPF 803 STUD 8 led PLATE STUD, 4 1od PLATE BW4 16" (2) led TOENAILS 12) led TOENAILS SYP NO UPUFT SP2 W/ (6)-10d BPI W/ (6)-1Gd BW5 16" STUD, 8 10d PLATE STUD 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (6) 10d SRI W/ i6)-10d SYP 878 16" STUD 8 10d PLATE STUD, 4 10d PLATE BW7 12" (2)16tl TOENAILS (2)16tl TOENAILS SPF NO UPLIFT SP2 W/ (6)-10d BPI W/ (6ylod BW8 12" STUD, IS)10d PLATE MID, (4)10d PLATE SPF 535 (2) SP2 W/ (6) 10d BPI W/ (6)-10d 8W9 12, STUD, (6) 10d PLATE STUD, (4) SOd PLATE SPF 1070 BW10 12" (2)16d TOENAILS (2)16d TOENAILS SYP 0 SP2 W/ (6)-10d BPI W/ (6)-1 od BW11 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SYP 585 (2) SP2 W/ (6) 10d BPI W/ (6)-10d BW12 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP OF SEE PLAN S' MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MSO3/8.1 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" As @ 32 O.C. W/ 7" INFO EMBEDMENT OR 1/2" A.I.F. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. 7116" OSB PLYW'D W/ SAME T 411� EDMENT W/Bd RANDNAILS EDGE. SEE G NERALNO E#8 BRG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 7x4 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 BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE S. IF •OW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED, SEE WF06/SS.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 SHEARWALL AND REQUIRES MIN. TO 1 SIDE OF WALL 7/16" OS9EXT PLYWOOD AT 4" EACH IN ANDCHE EDGE( 1 S /NAILS 7. ALL EXTERIOR WALLS W/ EXTERIOR ATTACHED PER NAILING SCHEDULE FDR SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE ACT A L WALLS SECTIONS WALL Is INDICATED WITH THE THESE WALLS ARE ONLY E EARING W L 8. IF THE BW4 BW7, E5WIUSTUDS NOT HAVE UPLIFT. THE STUDS ARE TOE NAILED TO THE SUPPORTING THE FLOOR LOAD AND HAVE U SUPPORTING T PLATE AND THE 2. PLATE CAN BE ATTACHED WITHTIN HARDCASEDIN NAILS (GUN NAILS) AND WILL TA NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRNE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. IOd= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. &FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4) .16d TOENAILS 0 D7T2Z W/ 1/2" WEDGE C2 (3) 2 X 4 #2 SPF ANCHOR* & (8) 1/4" X 11/2- 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1 OR (4) - led TOENAILS O 5TT2Z W/ 1/2" WEDGE C4 1 (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4" X 11/2" 2148 SDS SCREWS CHS 4z4P.T.#2 W/5ATR*" G - 6655 U=2200 SYP POST & (12) -16d NAILS &(12) NA 6x 8 P.T.#2 ABU66 W/5/8"ATR' * 0=12000 CB SYP POST & (12) -16d NAILS U t 2300 8x 8 P.T. #2 ABU88 W/ (2)- 5/8" ATR** G = 24335 CT SYP POST & (18) -16d NAILS U = 2320 CB 3.5 x3.5 P.L. 1.8E Fb=24DO PSI HDU5 SDS2.5 W/(14)1/4"x 2 1/211 SDS WS & 5/811 EPDXY 5645 (WOLMANIZED IF ENT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5SDS2.5 W/ (14) 1/4" x C9 1.8E Fb=2400 PSI 2 1/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** C10 3.5 X 7 P.L. 1.8E Fb=2400 PSI HDU85DS2.5 W/ (20) 1/4" x 21/2" 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 HDU&SDS2.5 W/ 120) 1/4° x 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** x 7 P.L. HDU&SDS2.5 W/ 120) 1/4' X W7 C12 1.8E Fb=2400 S WS 7/8" EPDXY 7870 (WOUMANIZEDIF ANCHOR, ATR GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNG. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF#2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL W'F37/S3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/W ATR 5. IF LC) COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6, SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.SE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LNGTH PNEUMATIC GUN COMMON w9. GUN APPLICATION NAIL DIA_-LENGTH NAIL SPACING Sd 0.131" X 2 W 0.131" X 2'A" SE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.14W X 3" 0.131" X 3" SE PLAN SLOCKiAG & TOE 0.148" X 314" 0.131." X 3 44" NAILS & TOP PLATE 12d 0.148" X 31/d' OA31' X 31/"' 8" O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS SOtl 0,148" X 3° 0.131" X 3+ W 0.6(COMMON) STUD PACK 6" O.C. GUN NAILI COLUMNS led 0.162" X 3 %1 0,131, X 3 ° " (2) 160(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 O X'F # SEEHEADER NOTE #5 W/ 1/2TCH PLATE M S 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 (2)-13/4"X 11114 ATTACH TOGETHER W/(2)ROWS 1/4"X 31/2 LVL 2, OE Fb=2600 PSI SOS WD SCREWS @ IW O.C. TYP. EACH 510E H6 (2) - 1 3/4" X 9 114 ATTACH TOGETHER WI(3)ROWS 1/4"X 31/2' LVL 2.0E Fb=2600 PSI 505 WD SCREWS @ 16' O.C. TYP. EACH SIDE HEADER SUPPORT NO- OF JACKS& STUDS REO. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA -END VO- - T-11" (1) (2) (1) 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 UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS. Ml (2) - 2 x 8 #2 SYP W/ 7/16" OSB FLITCH PLATE, NAIL CONNECTION: PROVIDE (2) SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETAI6 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) SIMPSON LSTA24 OR (2) BM OSB BEAM BITCH PLATE. NAIL TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF NAILS @ 12" OR (2) SIMPSON HETA16 i0 CMU O.C. A TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) 056 FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA76 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4" x 111/4" LVL CONNECTION: PROVIDE (2) 2.0E rb=26DG PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4" x SDS WOOD OR (2) SIMPSON CMU OR (2) SIMPSON HETA16 SCREWS @ i6' O.C. TYP. S 0 1 N. COL U.N.O. ON ROOF PLAN. EACH SIDE. (2) -13/4' x 11 7/8" LVL 2.0E Fa=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON! LSTA24 OR (2) 1/4" 3 1/2" SOS W000 SIMPSON HTS20 TO WOOD POST x SCREWS 16° O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDEE COL U.N.O. ON ROOF PLAN. (2) -1 3/4' x Is- LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4' x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 0 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. SE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. OP v 911 25 SH 4'-10" P-25 SH 12' PRECAST BOTTO @ 6'-8- _ ` �. EGRESS _ _ _ _ _ _ _ _ _ EGRESS 13'-0" 12'-SO" HOSE 4 BIBS o W O coo Q N r 0 ROOM ¢ p LANAI �� wJ :J BEDROOM #2 Y AULT CG VAULT CEILING* ¢ ¢ m a ¢ 3 M 3 VAULTED CEILING D CEILING 4 m R3 b C2 C2 ED o - - - - - - - - - - - - - - - - - - - -G-T- - - - - - - - - - - - - SOS N C S2 0 _ _____ ______ ___________ _ _________,• "H _______ 12'-4' ' _______ •-6" 0" 5'-0" 7'-2" 3'-8" 2'-0" 7'-2" H1 (2) 3050 S H2 2868 1 2668 2668 2'-2" Z 8' CLG. Oe - - - - BW1 ' 0 1R/lSH N N W BASE PLATE A N ATTACHMENTS BATH 2 'n Q N w (0 o OET BRG. WALL a y ih N f m DETAIL U N 1VAULTED CLG a W mm FRAME DWN I ❑¢ 0 668 20 CLG 8'-8" MI Y R M m I I 5'-8" I o TrJ I o 10' CEILING 0 -0" 6%8„ 1 I 0 0 in c0 W.LC. y - 10' CLG. I do 2668 2x6 WALL VTR 0 o 1 O00 N -- NOo�p' 1R/1SH BEDROOM #3 4 M VAULTED CEILING o o ,-4'n 2'-8"; 4'-0„ 13'-4" O_e Z OWN�R X-411 9'-4" w a L BATH 3 5" N a w VAULTED �LG. ZN R In ZN 1 . e^, 36" FLAT BAR 5068 TOP ON 341/2' WALL c0 ; 8' CLG. i4 A/C iq r L 1R/1SH RANGE/ D/W OOD DBL. `) SINK i PROVIDE PLATFORM FOR HVAC UNIT VERIFY SIZE WITH iN ? MFGR `1 j KITCHEN DINING ROOM o a VAULTED CLG. VAULTED CEILING !� % U) 9%3„ 3,$„ 6'-7 M 7,-4„ 12'-10" N N ©� DD an an 2668 � z o VERIFY rl_ _ _ ,-` .I ; LOCATION I F } I iN a I 1 W/ BUILDER NOOK VAULTED CLG. - I (. I ' w N Q ;===;LAUN. ' yI O c� l 10' CLG. II\ �oSAM N II ¢ I i m I I a 3 in i I DRYER VENT 2868 " STEP DN. `" FOYER ' DEN W H THRU ROOF 10' CEILING BEDROOM #4 MAX LGT 35'-0" HANSON BOX iD ' @ 36" , VAULTED CEILING PULL ON. STAIRS ; ADD INVERTED 22Y," x 54" HIP w/ B ELEV. o '-------------' M S3 o0 10 NOTE: BUILDER TO PRO O�D H1 O APPLIANCE PROTECTION nS A REQUIRED BY MUNICIP SEE SHEET 4 FOR DETAI GRESS /(2) 12". S.L. - 2 CAR GARAGE TRANS. PER v 8' CEILING LEVAT N S03 WF2 20,-0., S-1 S-3 2'40„ 10,-6„ F ENTRY a EGRESS N 10' CEILING „ SEE ELEVATION FOR --�--------- LINE OF GARAGE DOOR------------------------------------------------- ---------- 4 " WINDOW SIZE & STYLE. ELEV. v G.T. ELEV "B" ONLY .aH BM3 "B" & 16" SQUARE CD04 ' COLUMN TOP @ 9'-0" ' 4" 2'S" S3 ; CD21 01 S-2 S12 4 S 2 io HOSE BIBS 1 H i 16 x 7 OVERHEAD DOOR 2--0" 16'-01, 2'-0" 6'-4" 13'-4" 39,_8„ FLOOR PLAN SCALE: 1/4' =V-0" ALL ELEVATIONS I © +26.5 / -28.8 I O +26.5 / -34.4 I +24.8 / -27.1 1 ( F ) +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 ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. �IF�ALI:YI\41/:14 GENERAL NOTES R302,5.1 Door from garage Into house must be a minimum 1 3/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit if solid soffit Is Installed 5'-0" on each side of the Venting. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent. R312.2.1 Window sills In dwelling units, where the top of the sill of an operable window opening Is located less than 24 inches above the finished floor and greater than 72 Inches above the finished grade or other surface below on the exterior of the building, p 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" COX. 1X T&G acceptable for substitution. 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 by one of the methodsspecttied In sections M1502.4.5.1 through M1502.4.5.3 Ceilings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided perimeter. The OSB shall be attached w P at P / 8d nails at 6" O.C. field and 4" O.C. at edges or 70 screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications AREA CALCULATIONS 1st FLOOR 1820 S.F. TOTAL LIVING (AC) 1820 S.F. GARAGE 396 S.F. COVERED ENTRY (BASE) 56 S.F. COVERED PATIO/LANAI 137 S.F. TOTAL AREA UNDER ROOF 2409 S.F. v t f r 1k8 o4 ee Q �0R\ ®Addddd9 iTA1j1N g to v 0 In ��g�gt�9 ps 00 00 m�5n- a w 5 O R Z� R W 2-1 IS m O J. 8'3 0 IS U J y F°m'm� WWW.FDSENG.COM ❑ ❑ ❑ C0 Z g Z L0N 0 a � , a N - - `in N ZU �_.. Q) m y w d W E)ti ON 1h w c aS UU& VT c � � COU JC4 momI- E ram{, 00 = 5 Ic O :1` O^m < o t, 4 � F FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: I 0 LiJ v 0 CO n N N M +O I-�Um o CL 0-�y' Mjw: V) UJ ♦ I Model Name / Number: I 1820 ♦ I Plan Issue Date: Thursday, November 18, 2021 KA PROJECT NUMBER: 2140560 Sheet: 2 Of: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTION IS TO BE USED. REINF. GRADE SEE PLAN x 00 , O � N (2) #5 FM01 I SINGLE STORY FFG RENE SEE PLAN F.F. " x 1 8 (1) #5 REBAR CONT. (*) 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 STEM WALL OPTION IS TO BE USED. 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. CURB FOR I F.F_ VARIES 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 IN M, OR FlBERMESH MASONRY @ELEV. 0'-0"'— - _ _ /FISERMIX ADDED TO THE CONCRETE, IN ACCORDANCE W/ W/ (1) - #5 BAR CONT. •' MANUFS INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. . x GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. I� * _ * 3 8 INDICATES FILLED CELLW/3000 PSI CONC. FROM FTR. TO i ` 2 STORY; 2D X 20" BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. REINF. N W 3 - #5 COW. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. SEE PLAN , ► 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR 1/2" =1'-0" 1 FM02 I SECTION @ GARAGE FM03 I THICKENED EDGE I 1/2" 1'-0' (') SLOPE MAY VARY 24' MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP.. GAR FIN. F.R. , V i ALIGN DRIVE W/ BOTTOM OF4- 2 STORY: 20" X 20" RECESS & PITCH DRIVE N W/ (3) - #5 CONT. 4" CONC. DRIVE W/ 1/2" EXP JOINTS 10" O.C. TYP. 16 (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1/2"=1'-0" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) EE PLAN• N " ' I 1.' • , FM11 I STEP DOWN BRG" SEE PLAN # 5 REBAR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O.ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF I/4 OFTHE THICKNESS OF THE SLAB AND SPACED MAX. 10' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION = 1'-0" REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR I THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. MARK SIZE DEPTH REINFORCING CAP. Ib5 F10 V0" X CONT. 1'-0" 2 #5 E.W. BOT. 2000 T2,0 2'-0" X 2'-0" 7'-0" 3 #5 E.W. DOT. 7200 F2.5 2'-6" X 2'-6" 1'-0" 3 #5 E.W. DOT. 11000 F3.0 3'-0" X 3'-0" 1'-U" 4 #5 C.W. DOT. 156M — 1-'0'I F3.5 3'-6" X 3'6" V-0" 4 #5 E.W. DOT. 21500 F4A 4'-0" X 4'-0" 1'-0" 5 #5 E.W. BOT. 28000 F4.5 4'-6" X We' 1'-4" 5 #5 E.W. 80T. 345OU FF5 0 51-01, X 51 01' 1'-0" 6 #5 E.W. BOT. 42500 F6.0 6 A" X 6' -0" 1'41 7 #5 E.W. 80T. 6150D .-� - LEGEND - INDICATES SINGLE -STORY FOOTING REBAR 8" 4" ® INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING 1/2"=1.0" FM12 STEP DOWN NON BRG. 1/2"=1'0" SEE PLAN OPTIONAL CURB SLOPED GROUT PLAN OR MASONRY AT TO DRAIN 4"x 4"X 16" o - "z' TYP. SEC. ELEV. BAR WITH 8,. CURB VERIFY) 00 "� (1) #5.BAR CONT.. �L Z � F.F. REINF. i (SEE PLAN) 2 #5 CONT. INSTALL LINING 2 #5 BENT BARS W/ MATERIALS PER " `w w MIN. 25" LAP SPLICE FBC-R P2709.2 _I MUDDED FLR. MIN'. 1 . SLOPED TO DRAIN #5 CON1T: •r• FM14 SECTION @ RECESS SHOWER 1/2"=1'-0" FM18 TYP. STEP FTG, DETAIL 1/2"=r-o" ALTERNATE: GRADE - REINF. THE REINF. BARS SHALL BE #5 COW REINF. SEE PLAN CONTINUOUS AROUND CORNER SEE FND. FOR BY COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 25" °D #5 X 25" X 25" o CORNER BAR ONE N E FOR EA. HORIZ N REBAR, TYP. U.N.O. (2)#5 REBAR 16" A/C CHASE 2 STORY: 20" X 10" 4" PVC SLEEVE THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2"=1'-0" FM23 TYP. FND PENETRATION 1/2"=1'-0" STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) IN STEM WALL d 1 STORY 412 STORY b 1 STORY b 2 STORY 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 6'-8" >2'-0"-3'4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4' 0" 12" 12" 32" 32" W/ (4) #5 BARS 8454 4'-0" - 5'-4" 16" 16" 48" 48" W/ (5) #5 BARS CONT. & #5 @ 18" O.C. TRANSV. 1162# 2'-8">4'-O" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAR LEVEL SEE CHART ABV. -MAX. F.C. SPACING (O.C.) W.W.M. TO BE TIED TO #5 CONT.REBAR (1) #5 HORIZ. CONT. TIED 1 EA, VERTICAL REINF. BARS #4 TURN BAR 0 STEM WALLS GREATER THAN 4,-D" (1) #5 HORIZ. CONT. TIED 1 EA. VERTICAL RDNF. B FIN GRADE-8' MIN. TO TOP STRIP FTG. COMPACTED CLEAN FIL IN MAX 12" LIFTS STRIP FTG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) y a. s COVER d 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" FlBERMESH CAN NOT BE USED AND. ERT. F.C. ABv. FDN. 44 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATICN. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-O" INTO SLAB/ STEM 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO EE NOTE #9 CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK " FILLING IS TAKING PLACE 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0' y .C. 3 16„ j C. h + TALL (TYPICAL ALL CORNERS) 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 FOUNDATION PLAN SCALE: 1/4" =1'-0" ALL ELEVATIONS BL0 CAE )V No 87 4 @_ ���=g +aaT;;aT :iQ 6row [i tJi. LL 8'pr �+ 4 ���SuTcp � 3aw -us. ym5 E. n. P � `�� Y'L�'° aIt 5"n. � N o n ���mc m m � ;gggagg�aa8 2. " 2� —8 o � ° K UU 8n g2E a&B�'€ Z W U J y $ £ 'i$ 3.� r " w WWW.FDSENG.COM U z — o 8 z z N a Z ti W 1` N N� v 0 m WO C TT3 N E 1 I pr N a o woF&V j DAMS HOMES FLORIDA CONTRACTORS LICENSE NO- CRC133o146I 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 PORT ST. LUCIE IVI Job Information: 0 z oN� W (1) 0) / <-I M CL y z ci EL �se�m d 0 i a OJLLI� M o J Im U) U) GT LL Model Name / Number: 1820 Plan Issue Date: Thursday, November 18, 2021 VI KA PROJECT NUMBER: 21-10560 Sheet: 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 = 1820 x3 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,010 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS 0 100% = 10,000 + 40% OF "A" = (.40 x 24,010) = 9,604 + 100%OF "B" _ (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED NY 240 = AMPS CALCULATED SERVICE AMPS = 165 ASSUMED EDGE OF WALL 2x6 WALL (FLOOR TO CEILING) 2'-8° USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. 1 1/2- VTR TO SANITARY SEWER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED W/ PLUMBING CONTRACTOR 10, COACH COACH LIGHT LIGHT NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATION, ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. $2 $3 $4 $DM ELECTRICAL LEGEND SINGLE POLE SWITCH DOUBLE POLE SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH DIMMER SWITCH CEILING MOUNTED FIXTURE SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET ® SMOKE DETECTOR CARBON MONOXIDE/ SMOKE DETECTOR COMBO UNIT FLOOD LIGHT FLUORESCENT LIGHTING TRACK LIGHTING o CEILING FAN 110 VOLT SPLIT SWITCHED OUTLET N GROUND FAULT INTERRUPT Lu DOOR BELL. CHIMES WATERPROOF W/ GROUND FAULT v 220 VOLT OUTLET O DOOR BELL SPECIAL SERVICES OUTLET D0 P DISPOSAL T.V. CABLE OUTLET TELEPHONE CABLE OUTLET RECESSED LIGHTING WATER PROOF RECESSED LIGHTING BATH FAN BATH FAN W/ LIGHT L.E.D. DISC LIGHT L� DISCONNECT SWITCH SP PREWIRE SPEAKER El JUNCTION BOX O THERMOSTAT Q LOW VOLTAGE LIGHTING C INTERCOM SYSTEM ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFYFINALAMPSNEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE METER ) I I MAIN 2DD = 2/0 COPPER OR 41D ALUMN. IN 2" CONDUIT �i' 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY—" POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # B COPPER TO RANGE INTERSYSTEM # B TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. B' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. n $ tp � 0 a u5 gww W 19 ao 00 00 $ 00 a Q r tG�`�,# '3 yy �' g �p ' it- 2.48+55 _ K O 8 ry 2 E O� r7 p WNW.FOSEN'G.COM 0z z o— o z N N aN � n Z N C4 � v N w� (0 w o c �m U—cmvE w r a0 U I. I U QNC;m am RAMC YAMIGC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: O UJ LO .H � M `0 m CL 3 m 0) 'a 0 LLJ ZD M LO '0-'J LL m Ui (I ) ♦ I Model Name / Number: WT-Kil I V I Plan Issue Date: I Thursday, November 16, 2021 ® KA PROJECT NUMBER: 21-10560 Sheet: /. Of: ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 1.14 = net an inches of venting needed equally for Intake and exhaust 12 6 6 OF 00 LITE TEXTURED DECORATIVE I I CEMENTITIOUS COATING FIN. FLRR" BEARING @ ENTRY TOP OF BLOCK 4 0 R ao RN_FLR. TOP IFB R FIN 48' OFF RIDGE VENT 0 33/2 SH -� 12 6 48' OFF RIDGE VENT a Tc DBL 25 SH 48' OFF RIDGE VENT I — - — A 48' OFF RIDGE VENT FLR. W'DOW HEAD HGT 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH ■ (2) 3050 SH 2868 FRENCH DOOR REAR ELEVATION SCALE: 1/4" =1'-0" TOP OF BLOCK 0 I FIN_FLR.s LEFT ELEVATION "D" SCALE: 1/4" =1'-0" LITE TEXTURED DECORATIVE CEMENTITIOUS COATING RIGHT ELEVATION "D11 SCALE 1/4" = V-0" 4 X 12 BRACKETS N {p DENOTES FLASHING LINE TOP OF ,LFIN. FLR.1 _ TOP OF BUD 4 On I'IN, FLR. ] FALSE DECO. SHUTTERS - SEE DET. ON THIS SHEET Soffit product provides 4,12 net sq in / sf . f Ridge vent provides 18.00 net sq in If Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 It S.F. of Areato be vented (SF) 2409 s.f. Total needed forexhaust forupper 1/3 578 net sq inches Total needed intake.(soffit area, liner) 578 net sq inches Number of Off Ridge Vents for upper 1/3 needed 4 L.F. of Ridge Vent needed (can be used in combo with ORV) 32 Lineal Feet of Soffit needed to meet required 105 Lineal S.F. provided by plan - 210 o DBL 25 SH 16' X 7' 32 PANEL 3068 DOOR W/ (2) 1068" OVERHEAD DOOR S.L. AND 16" H TRAN. ABV. DOOR STYLE MAY VARY REFER TO SPECIFICATIONS FRONT ELEVATION "D11 SCALE: 1/4" =1'-0" BRG. @ ENTI W HEAD GT 0 0 00 OD CO FIN. FLR. LITE TEXTURED DECORATIVE CEMENTITIOUS COATING _ .Cti•`1,9E8 .B tfFf t` 07 •'aP C.)w ' n t 4 c O a O 6 t` 5 � h LO ro ro Is Ee�a u8� d at il t ( �wmFs a a p.. 8Ld 8,; Q 5$ffi a In W N tp-0-x g z 3 `3E Dnm ' 3 p Y o6�8g SS T's QN aci N O �° $ 'wA WW'A.FDSENGROM ❑ ❑ ❑ W" z o z o 0 z dN CnrMi z ccO /� to C9 }J W 4 � N lo wa W f y f- - U E '® _ 00 ex 00 !i N o Q Q c,, O 04 r%A MC LY[1MCG FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I lob information: rro 0 z N O u) Lijy " to C. M / m a N 'S" CM qj N z ►-YUm > a1 a 0 J W m -jmV� ♦ I Model Name / Number: 1820 ♦ Plan Issue Date: Thursday, November 19, 2021 ♦ KA PROJECT NUMBER: 2110560 Sheet: 5 Of: ELEVATIONS SEE DE.._.TTB03 FOR WIND'. < 155 C MI G.C. TO PRC BLOCKING I W/ APA RE( FOR SPAN F SHEATHING SEE"HIP/R BLOCKING" 0 W a_ S 20'-O" MAX 20'-0" MAX FOR WIND SPEEDS -4 155/C MPH ALTERNATE SPAN RATED 32/16 IEATHING MAY BE USED (32/16 THE SPAN RATING. THE SHEATHING ICKNESS IS 15/32".) IF iS/32" IS LED, THEN THE ALTERNATE BLOCKING NOT REQUIRED AT HIP SECTIONS DEEDS H NICE 0 COMPLY OMENDATIONS ATING OF DETAIL if 1 CY W Q v a 0 d O z R a p O a - - - "X" DETAIL BRACE TB01 SEE CONTINUOUS BRACING a 2 X BOTTOM 4 MIN. SEE CHORD DETAIL TB04- - - - - - - - 4 - - O O X � TTI EQ. i il o - - - EQ. BOTTOM CHORD GABLE END BRACING @ OP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST(4)SAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN I NTS FISH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SO FEET) [4:12]-[12:12] a=4fl AREA ROOF 1 2e 2n 2r 3 3e 3r „a ,,a „ HIP -37.02 -51.06 -51.06 •51.06 '�T� /�aE io GABLE -37.00 -37.00 -58.99 -58.99 -58.99 -76.03 O 1 ROOF NAILING SCHEDULE/ NAILING ZONES (SHIN • AND BLEI' r ZONE 1: ASTM F1667 RSRS-03 (100) NAILS @ 6" O.C. ON EDGE AND 5" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ® r ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: Q Q SHINGLE:la32" EXP. 1 ('U20) TI�EL : '32" EXP. 1 (90'20) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 38" x 0.113") NAILS r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN IS32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 1 Old (2%d' x 0,131") NAILS OR ASTM F1667 RSRS-04 (3" x .120') NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 42 SYP OUTLOOKER GABLE RAFTER W/ BLOCKING @ 16" O C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING @ 16" O-C FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY: ATTACH PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO STUDAND OR BLOCKING AT ALL EDGES A MINIMUM le SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN '13'. O NAIL AT BASE 2 ROWS @4"O.C. w/Bd COMMON NAIL. O NAIL AT TOP PLATE TWO ROWS CD4"O,C. w/Btl COMMON NAIL. © NAIL OPENING PERIMETER wl (2) ROWS@ 4" OC, WI ad COMMON NAIL. O NAIL INTERIOR AT 6"D.C. w/Ed COMMON NAIL OE STAGGER ALL VERTICAL JOINTS&NAIL @4"D.C. W/ ad COMMON NAIL. O PLYWOOD SPLICES@HEADER - NAIL SHEATHI NO TO HEADER W/8tl COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. © (2) ad NAILS @ Y O.C. TO EACH TRUSS END OR CO VERTICAL MEMBER IF GABLE END. © FLOOR SHEATHING WPLYWOOD DECKING GLUED AN NAILED w/Ed COMMON NAILS AT 6"O.C. AT EDGES OVERDRIVE NAILS: FASTNERS SHALL NOT PENETRATE SURFACE MORE THEN 118'. 15/32' OSB - EXPOSUREI SHEATHING PROVIDE BLOCKING II II AS REQUIRED PERTE 1 II II SECTION X-X IF NOTyFULL HE /t ©/ FLOORSYSTEM 77 [4'12]-112:12] NOTE: ad NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2112". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1x^ �(2)-ZXTOP PLATE BEYOND SHEATHING�POSUREI _ II II II II 11 SOLID2x BLOCKING ww I I @ALL SHEATHING 111 pl 11 III II I I 11 II 1 EDGES = RD< U III I (SEE SECTK)N X-X) a i- III III C III II III II II II I II I I w N? III III II III D 11 I II I NI III III OPENING 11 III II II II II - J III III III 11 11 II U, 2 LL� III III C III III X I 11 II I II 11 yQ -JL--- III lu II III K II n I E I I III III II 2x STUDS BEYOND. O IIII II I III II II II I w w IIII IIII I I II IIII I I II IIII II II II II II II 1 SEE PLAN y-I a IIII III I I II IIII I I II IIII II IIII II II 11 II II 1 II I 11 II I 0 F- 0 q- IN III IIII II I I I II IIII I 1 II IIII 11 II II II I II II I IIII I I II IIII II II II I 0 �F-mxx mLL 2x4 P.T. SASE PLATE BEYOND SEE A PLAN 2x RIBBON OR BLOCKING -� BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 3l8" SINGLE NAIL EDGE SPACING 'a' = NJ SPACIN 112' DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W17/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) SO INN US (2) 8tl NAILS @ 3" O.G. STAGGERED VERTICAL BLOCKING SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N'-( a TYP, A� CONNECTOR SCHEDULE FOR: ADAMS HOMES -1820 ELEV D TRUSS ID BEARING TRUSS ACTUAL U CONNECTORID CONNECTOR UPLIFT'. FASTENERS NOTES POINT :UPLIFT DESIGN RATING... CIV- CSV, El, E7V, HI, H7V-- L/R -292#or less HETA16/PER TRUSS MFG 1830# "(9)10dx11/2 `. (9)30dx11/2 A01- A06, A09, A10, DOI, D03 L/R 797#or less '. HETA161 HETA16 1810#/1810# (9) IDd x 1-1/2" ` (9)10dx11/2"' A11,A24 L/M/R .905'#or less ,HETA16/110A/HETAi6 1810#/1040#/ (18)10dx 11/2'-: 1810# (9)IDdx 1-1/2'.' (18)10d xl1/2 BO18 L/R 834#or less . H10A/HETA16 1040#11810# (9) 10d x 11/2" (18) IDd x 11/2' B01, BOLA.$11 L/M/ft 639#or less H1OA/HETA16/HETA16 1810# 1040#/ / (9)I0dx11/2 1810# 9 lOd x 1-1/2" (9) 10d x 1 1/2' HETA16/(2)MTS12/(2)MTS12/ 1810#/1980#/ (28) 10d x31/2'. A07 L/M/M/R -715.#or less HETA 16 1980p/ 1810# (28) 10d x 1-1/2"' (9)10d x 1 1/2" (10) 10d x 1-1/2". (2)HETAI6/(2)HTS20/(2)HTS20 1920#/2620#/ 148)10dx 1-1/2" A08 L/M/M/R 1859#orless -/(2)HETA16 2620#1192011 (48)10dx 1-1/2" (10)10d x 1-1/2" TRUSS MANUFACTURER'. IPROBNLD DATE OF LAYOUT: DATE OF TRUSS CUT SH EETS: 1/11/21 L= LEFT, R = RIGHT&M=-MIDDLE BEAM NGS. BEARI NG LOCATIONS ARE: REFERENCED TO TRUSS MANUFACTURERS TRUSS DRAW INGS ALL CONNECTORS ARE . MPSON PRODUCTS SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE TYPE CONNECTOR &=A§ NERS SFF SYP CONNECTOR & FASTENERS SPF SYP p ��^c /� oR TRUSS BRACIN ADDITIONAL HETA16 W(9N Dd x112'OR FIETPZOw/(B)10{JA1t/p• FRAME TO MASONRY 1810 HTM O w1(10)1Ud x 112" OR FRA20wl(10)tOtlx112'FRAME ides18]0 TO FRAMEAND H2.&AW(10)8d (,TAILS 636 5M RTTAw/(10)8dNARS B16 BB6 [M�K FRAME TO H1M w`(18)10d X 112' 1015 1040 RT16Awl(17FOdx112" us t020 ROOF INFORMATION SEE SHEET S-4 FRAME H1QA2wlIdRBdx1 W'AT2RYMUSSES yyJ 1090 RTI&2WD6)1Bdx1112-AT2FLYMUSSES M 1010 F-mmEO LOCATIONINCLdDE1(9)IWTTOENNAIU 880 E� LMrn1TION14NCWE13 t2dTEXTEMTOENAI 3RLODE 1195 FRAME O MOTw/(22)tOd NNLB ANDbe A.TR,wll2' MUGT15 2&)1WNAILSAg098 A.T.RM 0 4 seISANOS1A.T.R.FRAME TO FRAME HTMO w124:11N. 11/P'(AT EXTEROR LOCATION INCLUDE (912dTCENA..US 1125 1310 HTY20WFV)IOdx111T(ATEXTEROR LOCATION INCLUDE(3)AMTOENAILS 120 1530 FBAME'10 FRAME (2)HT52OWH8)10dxl 11$'IATEXTEROR LOCATION BNCLUD9(B12d TOENAILS MG 2610 R)HTW20 wA48H00x 11/Y'(AT FJOERNXi LOCATION INCLUDE(6)12d MENAIIS(EA) 25]0 3060 © FRAMF TO �, WINSONEPC% HG`r4wi(M)IN NAILS AND (2) 518' ATR. W12°EMBEOMENiwI ®PSO IMN'SEF OHMS MIR 3-PLYJ 10890 HUOT2 w/(16110tl NAILSAND(2)5l8"AT.R. wON i12'EMBEDMENTw151MPS'SET" EPDXY(HlH3T3FON 3-PLh 7020 9790 OFRAMEIV MASONRY MMU(18) I1V x T SOS WOW SCREWS AND (2) 1/Y x V 11TEN Fn ANCHOR BOLTS 9400 4]25 RFUS W(12,'M3 WOOD SCREWS AND (4) 314• x 6° WEDGE-SOLT 7I00 OFRAMS J1 MASIXNRY MASWRD &(7)112 x2-1/41Fd91N2 PSEE N072N6BEITEN2 SEE NOTE p69ELOW 1750 203D J3 0 FRANETO M NRYI ARO FRAME (2) O172 w1(32) 16d 6IN(ERS&(14) 1l4'x2114 TITEN RFR FRAM6( OR (28)'fitl 9NKEHS FOR FRPME(EA) 3500M 9240 F 40&O-M 3JA-F (2) LW72 W(V,, 16d SINKERS B(10)) 1l4-x3-WEDGEEOLT 2PLY TRUSS) ( 5) OR(32)16tl 91NKHY9 FOR FHANE (FJa 3100M 380DF 3100-M 4520-F J3 FRAME TO MP90NPV/ FRAME (2}lGT3W R4)1/4"x1. OSSORFWS &1813`B x6'TITEN(2PLYTRUS9) OR (52)t6d SINKERS FOR FRAME (EA) 4730M 50'OF 6570-111 %9 F (2)IWT3W1(24)1Wx211 WW5 SCREWS&(4)W8-x9'WS(2PLYMUS9) OR(96) 16d SNKERS FOR FRAIVEEA) 8480.M O48PF 7050JA 7710-F !1 BEAMTO I HJ4100P7HUC,FOVj1sjW8(10)1Od G#2080 HWIO OPT HWI0IF W 120) led &(1011W G#3080 N � M F1 RAK BR T F W 1�11 > N m ME LLS 0 11 r(Fl� N-I m 3/1_ 2 VLF 10' 0" CLG dd 12 VLT (2) p TEES-4 p 2) S4 3/12 VLT 10'-0'R CLG 0' O" CLG 1 3/12 VLT ODD SPACE 3/12 VLT 10'-0" CLG 3/-d VLT 8'-0" CLG C 10'-0" G ODD SPACE N m 10'-0" CLG BRG. 8'-0" AFF C W/ KNEEWALL TO 10'-0" AFF TRUSS LAYOUT I'®I' ADAI F- 1 IA" =1 ep" 8'-0" CLG GE21 S-4 ON Ua1. wr Hu1ATP W(18) rIrEN G#4E00 104R wr11n10rw l'ty,/.-xS OEEAMTO IN I 1/4°x214°&00)IUd NAILS U#1800 WEDGEB0LT&(10) 10d NAIL0 WI85-s Undo1 SEAMTO HU460PTHUC.OV(6)106NAILS& G#15m GMd000 HO460PTXW6wl(�10d NAILS& W1625 G#201! O MASMRYI G2)114'%23WT1TBN(TDMAS.) UNKAO W1125 (12)1i4'x23/4'iAFCONS IT0 MA9.) U#IC30 U#850 FRAME OR F2) IW & (6) IDd (FOR FRAME) SYPp SYP-M OR (12)16A 616) IOd (FOR FRAME) SYP-F 6YP-N FRAME TO (2) HETAta OFT DI RETARD 1920 1920 (2) WAMOFF(2) HTA20 1870 1FLYw1110110dki V2"OR 23M 2395 1-PLY W(10)"Odx11/TOR 2430 .MASONRY 2PLYW(12)16d 2-1`1Yw'(12)16d WM16 w1(e) IDd NAILS AND (4)11ft2114- 955 1110 HTWM16.($)I N NAILS AND (4) IM,ri X4" 1145 1225 FRAME TO TAnON4 WFDGGF-SKXT O MASONRYOR HTSM20 W FOOO NAILS AND (4)1/4'Y2'.N" MS 1110 HMM20 w! I Ott DO NAILS AND (4)'14'x13N" TAPCONS WEDGE -BOLT 1145 1225 OFRAME TO HOSW(8)Bdxl 12'NAILSAND(2)5K-W 730 BID MASONRY TITAN 1m OTT2Z W (N 114"x11IT SDS WOOD DT&TZ W M)1M'x111T W515 WOOD O FRAM! 10 SCREWSANO(1)V2-BAT.R. EPO-EDWI less 2146 SCREMANDF)l2.9AX..R.EPDXIEDW 1510 1835 M,'.SONP1, SIMPSON"SEVREENME441 S.MPSOvSET'(6EE NMCA) FRT5W(2B)16d#12"NAILS ANDIt)Sl8'B HTT45W(2N16d W'NAILSANDII) OR FRAMER) ATA EPDXIEDw/SINPSON"SET' 4375 6U90 We A.T.R. EPO%LED WSIMPSON"SET - 600E MASONRY (SEE NOTE#4 BELOW) SEE NOTE6M SELOW) HTT4W(18)l6tl#12"NAIIS ANO(I)S8"# HTT4$W(10)i8dx2'..IT'NAIb PND(1) OFHPME B IO ATA. EPDXIED wl SIMPSON-SET- 3640 4236 W 0 A.T.R EPDXIED wlSIMPSON'EST' - 4160 MASONRY (SEE NOTE A BELOW) (SEE NOTE #4 BELOM O FRAME TO H106W124)10dxl 1/2- HAILS 785 910 LUGT1 W123)8dxl 12-NAILS 075 1045 FRAME TO HM9KTW(4)IX' lI2'SDS WOOD RT16M wl (9)10tlx 11/2"NNLS6 1395 1386 OFRAME MASONRY SCREWS B(5) 114'x2114° TAPCONS 76U 76a (4)IK"xi&!"TAPCOJS FRAMETO WTW(10)1/4W- SDS WOODSCTREWS& O MASONRY (1)5/9"9ATR. EPDXIED W SIMPSON-SET' 3555 4940 W 12 YIN. EMBEDMENT FRAME TO (2)VGT W(32)1/4N3'SDBWOOD SCREWS WO MASONRY 6(2)&WO A.T.A.EPDXED w/SIWSON 5170 7185 -SETw/ 12• MIH. EMSEDMENT FRAMEW VM W (18)1/9x3' SD6 WOOD SCREWS& MWTtbw/122)1W NNL98 HTT4b wl(18) O FRAME HDU4-WS25W(10)'A-4in'SDBWOOD 32M 4585 10tl NAIL6811)518"B0.T.R. 4160 SCREWS&M51&"9A.T.R OFRAME TO (2) HTT5 w1(W) 1 Wa 12"NAILS& Owo (2) H1745 wl(52) 1 Bd621/2'NAIL$ -. FRAME (1) MB'O A.T.R. RAM NOTE Al 4376 6(I)w OAT.R(SEENOTEM) --6005 t. CONNECTALL FLOOR TRU59ESTOINTER ONSARR PROVIDED (3WFRUSSM MANUFACTURER, CTOENAILS. 2. NA.TMU56TOTRUbb C MPWNIRUSPCIPROVIOEDBVSEE FRAMING PLAN MR U.NOON PLAN. 8. FOR- NT U9EEITHFUS ES,60NORNSPCONNECTKINS,SEEFPFO IRJSSVERP LWN BTORCALLOOT. 4. FOMIN.A. a. EMB DMIES 4CMU BONOBEEIGIU.N.O. 12'x4"TO INUS9 VERTICAL WE9 WRJ ROWS OH 100 NNL9@]'OC. STAGGEHEU 5. SGMIN.A.T.P.EMBEDMENT 2, CMU BORNBEAMU.N.O. 6. SCASTRUSS CMTERAT'CONRIEMRLO (MATCH OHORD LUMBER SIZE)wi (2) ROWS tOd d#4'FROM END84'O.C. MUCH SPO CENTERAT CIXNNECTOP OCATION A9 !NIGH AS PObSBLE. U MINIMALCONNECIORUNOONFRAMINGFLAN 1. CONNECTION FOR ALL ROOFIFLOORTRUSSES TO MASONRY WALLSIUNTELS1 ICFWALLB UNO ON PLAN 2. CONNECT ON AT 2V CA 32"0C. PENDINe vCAnMLS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WA1-ISSFFOFAII. F81258.1 FORMCRFINFORMATION 3 CONNECTON FOR ALL HIP JACK(CORNER JACK)TO MASONRY WALLSICF WALLYAINTELS 4. CONNECTION FORK CONTINUOUS RIM BOARD TO TOP OF MASONRYAT M' OG MAX W(2) AT EACH CORNER.GC.TOVERFYLOCATIONDERNOTCONFECTw JI(IFAPPLICABLE)LAYOM 5. CONNECT ALL FLOOR TRUSSES TO INTERIORS LNG WOW WALUBEAMS .1 (2) 12d TONARS OB MINIMALCONNECTORUNOONFRAVINtPLAN 1..�0x04NEOMONFORJACKTR0.STOW00 WALLORSEAM /nC MIMMALCONNECTORUNOONFRANINUPLAN ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'.0" O.C. MAX 0 CONVENTIONAL FRAME ROOF -(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O,R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDRIONAL CO5TS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 a5W N OD 100 00 ma e Vim. yy Q Pmj (-1 T0. CO ti p66� ..smm e1 tag U8 em DNu`Riwz° d E W W S uEiE LL a�$LLx V) to qF NG1 m - ate,^., Z�F- I¢. �8� WWW 13SENGGOM El ❑ D 1 z g Z z„ a N ,0 e Z ri 61`•I v�E-L 3 -� Illt,uo to c aim T^, (O U J m 04 E U a ® r%AMC YAMITC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 II PORT ST. LUCIE JobInformation: I� O de�Un 0 ✓ n W`� (I a M CL DO 4 Z IL M a b J W M Lo o LL J 03 0 (%) VI Model Name / Number: 1820 Plan Issue Date: Thursday, November 18, 2021 VI KA PROJECT NUMBER: 21-10560 Sheet: 6 Of: ROOF PLAN D LINTEL BEAM: - 1 COURSE LINTEL BLOCK W/ 14 5 NO N-SHFARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS OF FILLED CELL EACH END WITHOUT rCONSIST AN OPENING BETWEEN. FILLED CELL: FILL BILKCELLSWITH 3000 P.S.I. GROUT ONE #5 O LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN, FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOP OF SLAB F MS021 TYPICAL SHEAR WALL SECTION I N.T.S. I TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CUNT. SIMPSON SP4 W/(6) -10d X 11/2 / SP6 OR SP8 FOR 2z6 AND 2x8 WALLS �DOU BEE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERr. rINTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.0 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 71V HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO 1 MS03 1 r rvnnvrw twixr / yr vu/ ..r ��r"n� .. r.�� .. 1 N T.S. 1 O nnnennlDv f`n nlNCf'TI(\NI ni-TAII #5 REINF. 20" MIN. LAP BAR ? 103 OR 44 REINFORCING T) BAR „ 25" MIN. TAP #5 STD. 90° HOOK #b REINFORCING BAR #51 AP FPI ICE SCALE:1".I'-O" ❑N. �� #6 REINFORCING BAR v CRAI of AO ILN.O.1 k6 LAPSPA Ill I REBAR SPLICE DETAIL - GRADE 40 1 NTS I ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 25A" 12" O.0 1 2 x 6 1/4- X 2s/." 12" O.C. 2 2 x 8 1/4- X 2/." 12" G.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST ----- - :LINTEL w (2)2X P.T. a > BUCKS W/ 1/2. O.S.B. BETWEEN FASTEN Pr 2X NAILER TO MASONRY IF DOUBLE 2X NAILER 15 USED, SEE OTHER NOTE FOR SPACING REQUIRED I I'll 1 2x BUCK DETAIL N.T.S. LINTEL SCHEDULE LINTEL NO. LENGTH=FT. SAFE GRAVITY LOAD (PILFI APPLIED GRAVITY LAD (PLF1 SAFE UPLIFT LAD APPLIED UPLIFT LOAD PLF COMPOSITE BEAM 10 17'-4" 950 PLF 198 PLF 404 PLF 104 PLF /1T 861 MINIMUM 7'-6" 2661 PLF 131 PLF 1634 PLF 80 PLF 8F16 -113/1T 4'-6" 6113 PLF 131 PLF 2724 PLF 80 PLF 81`16 -1B/1T ® 14'-0" 1002 PLF 167 PLF 559 PLF 152 PLF 81`16 -1B/1T 2'-10" 6113 PLF 769 PLF 4460 PLF 398 PLF 81`16 -OB/1T © 7'-6" 2661 PLF 769 PLF 1634 PLF 398 PLF 81`16 -113/1T 0 4'-6" 6113 PLF 769 PLF 2724 PLF 398 PLF 81`16 -1B/1T O O O ALL ELEVATIONS O O 9 PWGR AT 70? IN. In eiJ'J I-IR'GLF4R nJ� GH.LL O9 GRGUI aL} 9 ResR A- sane, ° w uxt ^>vlrr O RpTpM RPMCieCIN6 l-Me'PRY4 FRP/I.'JED N LTTCL ARTe) a' V91114L T. TTPE D=bIGNATION .f1to 6V0.T/J. uxFlIL--D dl rY 0" •1 eeeAle L' 017.r 6 LM1EL CAVITY SFl61r-IS/IT NO-IN4L WCM1 I. CJANTTT W b Nooln, as. ebaAR 17O MATERIALS 2, f't prestressed hotels = 60M Pei. 3. re grout = 30DO psi w/ maximum 3/8" aggregate. 4. Concrete masonry units(CMU) par ASTM C90 w/ minimum net area compressive strength = 1900 pal. 5. Reber provided In precast lintel par ASTM A615 GR60. 6. Field other per ASTM A615 GR40 or GR60. Preathine ing stored per ASTM A416 grade 270 law relaxation. 7. 7/32 vop per ASTM A510. 8. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full remain head and bed Met.. 2. Slums Hued Ilntels as requaed. 3. Install§aon of Timer mue: comply with the architectural and/OF eNW{YrLl dowergs. 4. Llntelt are menufectured with 51/2" long notches at the ends to accommodate vertical cell reinforcing and grouUng. 5. All fine is meet or exceed L/360 vert"cal deflection, except thrusts 1TA" and longer with a nominal height of 8' meet or exceed L/180. 6. Bottom raid added reba to be located at the bottom of the hotel cavity- 7, 7/32` diameter wire st rups are welded to the bottom steel for mechanical anchorage. S. Cast To place concrete may be provided in composite lintel in lieu of concrete masonry, units. 9. Sofa load ratings based on rational dae'gn analysis Per ACI 398 and ACI 530 10.1-intel Man. depths are called out on lintel plan. It contractor installs a deeper Iirtel *an Indicated on the plan, doing this increases the strength of the lintel and le approved without engineering letter rt a smaller lintel U insib had contact FOR fair appmal. SAFE LOAD TABLE NOTES 1. All values baud m minimum 4" bearing. Exception: Sate beds farue lied Inman- must be reduced el 20% If bearing IenNLh is less Nan 61/2". Safe IOads for all massed Ilntels based on 8" nominal bearing. 2. N.R. � Not Raise. 3. Safe loads are :oral superimposed allowable load on the section spa n ied. 4. Safe loads based on grade 40 or grade 60 field recent. S. Addhbhel lateral load capacity can be obtained by ttm desgae, by PByAding addloral reinforced masonry above the Precast lintel. 6. One #7 reber may be subsd.uted for two #5 rebels in 8" lintels only. 7. The designer may eveluete, concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the tape Of support. 8. For composite lintel heights not shown, use safe load from next lowrer helght. 9. All soh leads Ir units of pounds per linear foot. 16.��_ D V lxr 9g kL % C1 r�5rn D ri 2 (i �� z w c $s -� U) N th-� a 3 g cq� sty '�' Pip ti WN�NTp C) W 2 O J J x 8'Bse $y'u Zs 19 o" W to O 0 i, 0� ,q t- WYM'.FDSENG.COM ❑ ❑ ❑ z Z Z o- o N Z a .u. J N a. - Z m n C4 ' W V w c uBa U) { _ U-tmvE m a a ,y !A P%A MC LJf% WCZ FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE PRECAST "U" LINTEL w/3000P51 CONC. GROUT SHALL BE FLUSH Tj Job Information: AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE R R STD. 90 HOOK ANCHORS (TYR.) -. "Y�i n� �REBAR ON BOTH SIDES STD. 90 DEGREE ANGLE 3000P5 11A. OFOPENING U.N�O. CONC. W/1 #5 DTYP. BOND BEAM 0) eH REBAR 8" x S" x 16- K.O. C M LA T%) PROVIDE KNOCKOUT LINTEL BLOCK 'd' BLOCK FOR FIRST FILL W/3000 P.S.I. " W i CO lP (*) COMPLETE CMU COURSE CONC. W/1 #5 CIA. REBAR 0) BELOW SILLA FILL SOLD > x-I X: p, W/ #S BAR FOR ALL ' �/ a V DO WINDOW OPENINGS S'•6" .. AND LARGE INDICATES FILLED S" x S- x 16 CELL FROM FrS. TOBEAM GG�..• z ' + v L.LI - CMU U.N.O. WITH 1 #5 O J W � BAR M N. J m U) U) Lo u ♦ Model Name / Number: 1820 TYP. DOWEL 25" ♦ Plan Issue Date: MIN. LAP (ACI 530) Thursday, November 18, 2021 VI KA PROJECT NUMBER: 21-10560 IL SEE FOUNDATION PLAN SEE FOUNDATION T FOR LOCATIONS PLAN Sheet: A ®iN e Of: MS01 I BLOCK WALL REINI ORCEMENT N.rs. LINTEL PLAN 0 SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) Y2"x5" SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT Lr`oi W/ WASHER, MIN. 6 PER TRACK TO JAMB. (5) 1 /2" DIA. x 8" 1 /2" X 8" A.B. "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. o a SECTIONAL ®17 OVERHEAD CONT. P.T. #2 A ..; WOOD SYP2"X6^ DOOR I v TRIM t ti .•a . ,. •: ,, Nei - . � 2"x6" P.T. WOOD JAMB DOOR AND CONNECTION PER -J GARAGE SLAB ' `` il• GARAGE: DOOR MANUFACTURER TYP. GARAGE DOOR v °� TRACK MOUNTING DETAIL @ z a o o a NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL- UNLESS NOTED OTHERWISE .c H- MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.Ts. . I CC121 ENTRY CMU COLUMN/BEAM N.Tsw ti It No Lo 000 .000 ### F0 v12 a8�'LSi t .._ ;3' NFg W 2 Hiroo§ >a a Mt 7, °��� Wa w BLOWN -IN R-30 INSULATION PER FBC -FED 3 $ , 9 o m z O Y AND ENERGY FORM SUBMIT WITH15 m7 3 O ~ zz PERMIT APPLICATION PROVIDE BAFFLES s` own o N m BLOWN -IN R-30INSU CATION PER 1Z AT EAVES (FOR VENTED ATTICS) " FBC AND ENERGY FORM SUBMITTED � FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) sy E`s 1! O� -� rn p 12 WITH PERMIT APPLICATION SEE PLAN g v W. w PROVIDE BAFFLES AT EAVES OVER APPROVED UNDERLAYMENT $ €_ o SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1.1 OVER APA w r vmw.Fosery PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- (D z U \J] m FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) TRUSSES @ 24" Q.C. ERSH] - ON FRAMING SHT. FOR �\ SHT'G & FASTENERS. OVER APPOVED UNDERLAYMENT '`ru z 2 PERFBCR905.1.1.1 OVERAPA ROOF SHEATHING - SEE SCHEDULE- -, ' �' ^ TRUSS ANCHOR (SEE PLAN) FOR N PRE-ENG. WOOD TRUSSES @ 24" O.C. [RSH] - ON FRAMING SHT. FOR — _ _ SEE PLAN BRG. HT. J 7 N 1��33 SHT'G & FASTENERS. 5/8' OR 1/2' DRYWALL ' • a _ 1` TRUSS ANCHOR (SEE PLAN) HIGH STRENGTH CLG BOARD • ' " ETAL DRIP EDGE — N Z N TO BE INSTALLED ON OUTSIDE FELT PAPER OR ��7 2x SUBFASC[A (TYP.) FRAME FOR BUILT-UP u U ro LL FACE TRUSS PLATE ;. 3/4" P.T. NAILER `� SOFFIT. SEE ARCH. CORNERS min (3) 2X4 OR +-' w -o fff"' PLANS 4x4 w/ 2x4 POST UNDER EA o o ' 5/8"OR 1/2" DRYWALL HIGH STRENGTH CLG tMETAL DRIP EDGE 1/2" DRYWALL 62 d 8x8x16K.O. LINTEL BLOCK X 4 P.T. PLATE END OF SUPPORTING BEAM. KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" l.J — m w L1 c --ir,,, BOARD 2X SUBFASCIA CURTAIN NAILER 1 x 4 P.T. @WINDOWS n „ O.H. W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH O.C. � c tD CONNECT ALL b STUD SOFFIT. SEE ARCH. 1 x 8 P.T. @ S.G.D. n SEE ELEv. 3DD0 PSI CONCRETE (TYP.) ALL SIDES (TYP.) FRAME FOR COR- U - N E IfidTO NAILSTO TOP PLATE W�H(4) PLANS PRECAST"U"LINTEL SEE SCHEDULE H O0 !� oo \�O NERS FOR NON LOAD a v v BEARING SIDES NAILED = ,��' 1/2" DRYWALL SEE PLAN FOR HEADER SIZE N ✓V. D v c v v• w/ 16d NAILS @ 8" O.C. H _ P v of o m , Q2II4f{: 15/32" OSS EXPOSURE 1 ON \\ f O 1/2" x 8" J-BOLTS (TYP.)4 COURSE HIGH A.F.F. ` DAMS HOMES MAXIMUM OF (3) - 2X PLATES MAY BE O.H. SEE ELEV. EXT, WALL W/ ALL EDGES BLOCKED. SEE T813 FOR NAIL ATTACHMENT.. / ell (1) CENTERED FA. SIDE w/2" WASHERS i CMU BASE FILLED w/ CONC FLORIDA CONTRACTORS LICENSE N0. CRC1330146 ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4" PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. r' NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. w/ (4) VERTICAL RENF W/ (TYP-) HOOKS INTO FTG & AT TOP NAILS AT 8" O.C. ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI OF COLUMN PLAN Al -Al 3000 GULFEIREEZE PARKWAY n CONC. ALL LOCATIONS SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN N &FLOOR PLANS DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN N PORT ST. LUCI E LOCATION OF OPENINGS IN P SIMPSON LSTA30 SEE FLOOR PLAN EXTERIOR WOOD WALLS. IF NO r w/11-10d TO BEAM -- FOR BEAM SPEC. OPENINGS ARE INDICATED, FULL j & TO FRAME BELOW ® Job Information: STUDS ARE REQUIRED). NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW WINDOW STOOL d n W/ SCREEN CEMENTITIOUS DECORATIVE PER SPECS M PRECAST CONC SILL FINISH 7/8" THICK PER ASTM H C-926-98A PAPER BACKED FOIL R-4.1 INSULATION AT CMU BLOCK WALL P ZX STUDS (SEE FLOOR PLAN FOR PER FBC AND ENERGY FORM v EXTERIOR FINISH - ; 1/2" DRYWALL MORE INFORMATION). SEE TB13 ON SHEET 6 SUBMITTED WITH PERMIT (SEE ELEVATIONS) z N FOR NAILING INFORMATION FOR APPLICATION FTC. DOWEL #5 DIA. REBAR w •-' V) R-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC WALL SHEATHING. P.T. 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING 1 x 4 P.T. 17" IN CONCRETE - 25" EXTEND AC[ 530) ABOVE ( M `1 M c6 Q FORM SUBMITTED BASE NAILER SIMPSON HETA20 a AND ENERGY WITH PERMIT APPLICATION w 1 2 x 8 A.B. OR 1/2" x 8" TITEN / / ( HD) w/2" WASHER AT 32" O.C. WOOD BASE SLAB. ALL LOCATIONS SHOWN ON FOUNDATION PLAN Al Al BUILT-UP CORNER MIN (3) 2x4 w/10-10d TO COLUMN ' ' OR 4X4 POST 2X4 UNDER ? d E � � a) _ MIN. 6" FROM END - SEE WS07 W/ POST ; 0) O- WOOD BASE FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR , , EACH END OF BEAM SEE FOUNDATION PLAN i FOR SLAB INFORMATION OF SLAB INFORMATION TOP OF SLAB _� ,< NOTE: 2 X 4 P.T. PLATE • , O m v ^ r ^ w v' v J _ _ _ _ _TOP -SLAB BOTTOM STRAPS MUST BE s ® Model Name /Number: i i h iM M % Y @o INSTALLED ON INSIDE OF 4r 00 GRADE COLUMN. DO NOT BEND Q,,a*>;': ,• , . *) rGRADE 0 a STRAPS UNDER PLATE. 0 ?,q 1820 PLACE STRAPS IN FILL , ,y $ ' Plan Issue Date: CyE,,W y+ , : COMPAcreD _/� - A ' e 3 (" o a SEE PLAN FOR _ RE -BAR QUANTITIES _ - CELLS w/#5 REBAR ; ;; j + „ + (TYP.)4 COURSE HIGH CMU BASE FILLED CONC SEE PLAN FOR :- , :', �{ w/ - Thursday, November 18, 2021 FILL t s SIZE. TOP OF COLUMN BASE - KA PROJECT NUMBER: ' PLAN Ir .SEE PLAN SEE FOUNDATION ' 2'-0" AFF 16" SEE FOUNDATION REQUIREMENTS TT-- PLAN I 21-10560 FOR FfG NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS Sheet: Of, DETAIL - UNLESS NOTED OTHERWISE WS02 TYPICAL WALL SECTION EXTERIOR FItAME 3/4"=1'-0° I'—w ' 4@ ENTRY CM1I COLUMN BASE w/ FRAME ABOVE N.Ts. W501 TYPICAL WALL SECTION - 8" CMU 3/4"-1'-0" TYPICAL FRAMING E DETAI LS m � W °w W 1Y' IAA" 14h (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 z 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED VEd ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148", Ir 3"1 OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D - 0.102', L- 3-1/2') OR EQUAL (D = 0.162". L= 31/2") OR EQUAL 1110ENT NAILS ARE DRIVEN FROM 3) FOR 4 PLY, PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SI DES OF TH E COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFEA TO NDS SECTION 16,3 FOR THE THICKNESS OFTHE LAST LWINATION. ADDITIONAL INFO. WF37 TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" NO REPAIR REQ'D. 2x8 SYP #2 TOP &BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED DCO Cy 11C IAITrI (`NAI 14T JACK TO -HEADER, NO BASE EDGE VIEW /16" O.S.B. A. SIDE X BLK'G. 0 O.S.B. //2.8d A. END CONNECTOR REQUIRED OINSULATION AT EXTERIOR SP4 AT (3) 16d SEE PLAN WOOD FRAME WALL. PER FBC COMMON FOR WILL AND ENERGY FORM SUBMITTED 24" O-C� NAILS(TYP) T HGT. WITH PERMIT APPLICATION ' I CMU- II �I _�.'"� • • • Wit. �J.�111 .. ., . I' WINDOW OR DOOR OPN'G ,�-CMU PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 12d NAILS O.C. (SOLID BLOCK W/ 2x6) 2x4 STUDS UJ PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS J NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1 2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED TOP PLATE TRANSITION PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. TOP & BOTT. T, NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG, TYPICAL 2 ROWS 12d @ 3" O.C. DOUBLE 2x4 / TOP PLATE 2x8 STUDS' PER PLAN (SIM. w/ 2x6 STUDS) 12d IF SPLICE 2 ROWS 12d @ 3" O.C. WF1T TOP PLATE SPLICE DETAIL * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) 2 (1) (2) >4' BUT <9' (2) (3) (2) 1 (2) 10'-D" - 16, 3 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. - TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U. N.0.) D OpF� * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & S12E OF - HEADER RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"O/C FOR 2x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE STRUCTURAL SHEATHING CUP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK. EDGE EXTERIOR SHEATHING ; ATTACHED PER NAILING SCHEDULE TB13 ON , SHEET 6 STUD ANCHORING: STUD TO TOP PLATE: INSULATION AT EXTERIOR SIMPSON SP4 WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 2 X 4 SPF (WHEN EXTERIOR WALL IS AT 16" O.C. EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. ' STUD TO BOT PLATE: I SIMPSON SP4 LINTEL NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE 1/2" X 8" ANCHOR BOLT @ 32" O.C. 8" CIVIL WALL WF21 KNEEWALL C? ENTRY FRONT WALL 3/4"=1'-0' WOOD BEAM SEE PLAN FOR SIZE - TYPIG WALL SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C, EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20'S W/(12)-16d EA. TO COL ALT:(2) MSTAM36 STRAPS CENTERED W/ (13)-10d NAILS Ea TO COL. TIE BEAM CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. cc E8533 .nYN `8S Ni H 4�j Z " W a a. q,mm�E g �Rg '" m_ �t ui 4 w rn w ` �r _ E N osr¢ a 3 Y a �. � m�3N� raA' )VjY Q Q Q %I.a, Z o �t.m ....<..... WWWFDSENG.COM ❑ El ❑ z Z 0 0 Z N d Z Y J N a Z N 04 1/) U m Qom.: w a y , 0 � 0 L3J � =M ums Ln {� m -9 U —N E y 0 v " c e a = . a: o DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1320146 3000 GULFEIREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: I� Z (D O tM V W M a N 3 O d M N i ®J W LO n 0 . I m � L) ® Model Name / Number: 1820 ♦ I Plan Issue Date: Thursday, November 18, 2021 KA PROJECT NUMBER: 21-10560 I Sheet: S-3 Of: I MS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. I I I WF39 I TRANSOM DETAIL AT ENTRY 1/2"=1 WFO9 WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS — 9" UNSUPPORTED 2X4 #2 SYP BLK'G @ 16" O.C. W/ *DIAGONAL SPACED AT 20'-0" O.C. MAX I SAME SPACING AS BOTTOM CHORD LATERAL BRACING I -- , (2) 16D NAILS EA. END. SEE [RSH] SCHEDULE FOR SHEATHING ATTACHMENTS. —1F> 9" 2X4 #2 SYP ' TO BE LESS THAN ,-� (MIN. FIRST 4 BAYS) BLKG @ 16' O.C. OR EQUAL TO 45" , , - a 8d NAILS @ 4" O.C. ' MINIMUM 2"x4" ,' - ioD X 0.1131 @ S4 0 CSEA SIDE) CROSS BRACING i ,." ";�,.- WALL AND ROOF ' (SEE PLAN FOR - a,I SHEATHING SEETBI3 LOCATION) BLOCKING FOR SVP LIPiCATIONS BRACE FOR 2x4 SYP 0R SPF CROSS BRAC GABLES 3'-0" TO 5' •11" TALL. AP X. 8" FROM RIDGE THEN 48�" O.C. AFFTER. NAIL w/ 9x6 SYP L BRACE FOR GABLES 5'-0" AND TALLER. CR052SI � ATC45� ANGLE. ATTACH LBRACE w/ a - " (NOT REQ'D WHEN GABLE IS 4'-1- OR SHORTER) ASTEN 1 SIM ON HGA10 () 12d NAILS @ 4" O.C. CONT 2x4 SYP OR SPF SPANNING (4) RACE CONNECTOR FROM GABLE TRUSS 3" O.C. TRUSS TO SILLNAIL w/ 2142d TO CHORD (MIN LONAILED CCK/PLATE INAL I GABLE TRUSS (3) 12d 1ST 4 BAYS) f�� TO TOP PLATE O.C. ' - PER JOINT 16d NAILS @ 4" 2X8 .T. PLATE 1/2"x8" ANCHOR BOLT CONTINUOUS LATERAL BRACING- _ �/ 2x4 SYP OR SPF BLQCirING f 4 BAYS AT 48" O.C. MIN, NAIL OVER X BRACE AS SHOWN BETWEEN TRUSSEa 48" KNOCK OUT COURSE INSTALL BLKG. AT TRUSS WEBS _X-BRACING - 2x4 SPF OR O.C. MAX. FASTEN TO EA. TRUSS w/ 3-12d NAILS EA. MASONRY WALL CONTINUOUS BOTTOM CHORD BRACING 2"x4' MIN. FOR NAILING SYP w/(3)12d @ EACH END TRUSS WEB TB01 TYPICAL CROSS BRACING DETAIL N.T.S. PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D AC TO PREVENT SHEATHING K RU SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) ROOF (2)12D NAILS SHEATHING AT 12" O.C. MAX SEE PLAN 2X4 BLOCKING BETWEEN TRUSSES SFCT. A -A G.T ALTERN TU BL INB TRUCTURAL SHEATHING 1O2d IPPED 2X4 SYP #2 AIL TO TOP CHORD F HIPPED TRUSS W/ NAILS @ 6" O.C. —�7 HIP TRUSS TB03 HIP / RIDGE BLOCKING DETAIL N.T.S. T602 TYPICAL CROSS BRACING DETAIL PRE-ENGINEERED WOOD TRUSSES - MINIMUM (3) 12d PER JOINT * SPACED AT 10'-0" MAX % LMINIMUM 2"X4" SPF OR SYP TRUSS BRACING TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. TRUSS NOTES: 1, WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/IPi-2014 (TRUSS PLATE IN5MUTE) NOTE THAT THE COMBINED NAND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANYONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANYONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF- SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION, 4. ADDITIONAL BOTTOM CHORD RMING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OFTHE TRUSS, S. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS VERTICAL SCAB 2X6 W/ (4)12d TOP & B( OR HCLR/LL IN PLAC REQUIRED 0 RAFTEF R 2X4 BLOCKING BETWEEN TRUSSES W/ (2) 12A NAILS 0 EACH END, CONT. EACH BAY ALTERNATING BLOCKING STRUCTURAL SHEATHING — SEE PLAN FOR CONNECTION — e 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2E12d NAILS 0 EACH END WALL BELOW (SEE PLANS FOR TYPE) TYP. WOOD TRUSS BLOCKING @ RAISED HEEL DETAIL T1306 BLOCKING AND CONVENIiONAL FRAME DETAILS CONV. FRAMED RIDGE MAY BE NAILED w/ MIN. (4)12d WHEN R LANDS NEXT TO PPE-ENG. TRUSS—/ 3T04TRUS5 AS SHOWN ��Jc ALTERNATE SPGCFR 1 SECTION B-B 2X8 BUONG. NAILED ® EACH SIDE w/ (3)12d NAILS WHEN REQUIRED w/ (2) MTS12'S PREENS. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. I NNLS TRUSS D U 3LE TOP PLATE VERTICAL SCAB 2x6 #2 SPF 48' O.C. W/ (4)12d TOP & BOTTOM OR HE OR IICLR/LL IN PLACE OF (4)12d REQUIRED 0 RAFTERS GREATER THAN 8'-0" COLLAR TIE EVERY 3rd RAFTER REVEL CUTS (OPTIONAL) 2X4 SPF W/ (2) 07X3 WOOD SCREW EACH TRUSS OR 145 0 48' O-C. DIAGONAL WOOD 2X8 #2 SYP RIDGE BEAM AT 8'-0' TRUSS MAX 2x6 RAFTERS ® 2'-0.0.0. MAX. w/ (3)12d COMMON TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN CONC. MASONRY 4 FF 0 2'4' O.C. MAX W / (3) SOD STEEL OR WOOD COMMON TOE N I S TO FUDGE BEAM 2X4 CONT, AT BEARING SUPPORT T & B CHORD A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING NAIL TOP OF "T" TO GABLE TRUSS w/ 2.12d AND 1 SIMPSON H8 w/ 10-10dx11/2' NAILS FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 81/4"x11/2" SIDS WOOD SCREWS GABLE END TO TOP PLATE / BEAM FRAMED WALL OR BEAM BELOW, SEE PLAN. @ WOOD FRAMED WALL ROOF SHEATHING, SEE TB13 FOR ATTACHMENT OVER JACK TRUSSES, SEE PLAN. NAIL TOP OF "T" 12x4 BLOCKING w/ 2-12d TOENAILS TO GABLE TRUSS w. 2-12d AND 1-SIMPSON Hill w/ 10d x 1 1/2" NAILS @ DUTCH GABLE GEO1 GABLE END BRACING N.T.S. SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS SIMPSON A34 OR (USP MP4) @ 2'-O" ON CENTER 2X4 SPF BLOCKING BETWEEN TRUSSES @ 48" O.C. MAX. 2x4 SPF BRACE @ 48" O.C. - NAIL W/(4) 12d AT EACH END & ALTERNATE DIRECTION TRUSSES SEE PLAN \ 2X4 SPF BLOCKING \ n / BETWEEN TRUSSES Y V @ 24" O.C. MAX.w/ \ / \ (3)12d EA. END (TYF 1/2" SPACE —� SEE PLAN FOR MORE SHEATH0 INFORMATION 2x4 S.Y.P. @ 16" O.C. TB15 I EXTERIOR NON -BEARING WALL DETAIL SEE STRUCTRURAL� NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2X4 #2 SYP BLKG @ 16" O.C. W/ (2)16D NAILS EA. END.SEE[RSH]SCHEOULE FOR SHEATHING ATTACHMENTS. (MIN. FIRST 4 BAYS) 2x4 SPF CROSS BRACE—< APPROX. 8" FROM RIDGE THEN 48" O.C. AFTER. NAIL w/ (3) 10d @ EACH END & @ CROSSING AT 45°ANGLE. (NOT REQ'D WHEN GABLE IS 4'-1" OR SHORTER) CONT. 2x4 SPF SPANNING— (4) TRUSS BAYS (8 FF) NAILED TO 2x4 BLOCKING @ 4" O.C. W/ 12d & (2) 12d TO CHORD (MIN 1ST 4 BAYS) MAX 9* UNSUPPORTED IF > 9" 2X4 #2 SYP BLKG @ 16" O.C. IF > 9" CONT. 2X4 #2 SYP W/(2)10DX0.131@8" O.C. EA. SIDE -STRUCTURAL SHEATHING 15/32" OR 7/16" MIN. w/ 8d NAILS @ 3" O.C. EDGE & 6" O.C. FIELD i —2x4 L BRACE FOR GABLES 3'-0" TO 5'-11' TALL. 2x6 L BRACE FOR GABLES 6'-0" AND TALLER. ATTACH L BRACE W/ lOd NAILS AT 4" O.C. I I I GABLE TRUSS I I I I //—JACK TRUSS / SEE PLAN FOR / CONNECTION N.T.S. 2x4 SPF BLOCKING BETWEEN NAIL TOP OF "T" TO '-2x4 BLOCKING W/ TRUSSES @ 48" O.C. MAX GABLE TRUSS W/ (2) 12d TOENAILS (2}12d 4.(1) SIMPSON HMASONRY WALL/ LINTELHISW/ ($b)10d X 11/2" NAILS OR WOOD BEAM/WALL SEE PLAN FOR MORE INFO (MASONRY SHOWN) GE21 SECTION @ DUTCH GABLE 1/2'=1'-0" Ty .e T4 ,. E'. - Z bS D co)to 1` ti g wig W m 00 Hill W ik �t �, CS Cl D NH J J J e T LL LL LL �n 04ma W &Bsa; 0Nn�3 a a y�p Q�tu: W U! y 0 L 5 3 � $ i9-ern LL K O fsl a W ° 3 0 g s� , W�Xm z m 1w WN ,, m m d JS ag ZN J a w 68T. E, (� C (11 0 U ^3ppW U J VJ ❑ ❑ ❑ F= WVriN,FDBENG.COM Z Z o oOV Z a N e Z N Ln m a�� � o g no 'L fl Nu no ifB V p�D E W L UD ti I'�;LY. WW � C) e r%A%A= Uf%MFC FLORIDA CONTRACTORS LICENSE NO. CRC13301 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32M DIVISION LOCATION: PORT ST. LUCIE FT Job Information: O Z N o U-I IO CD w M a CF) L a? @ 3 aT Q CD c d 2 co > od _ V1 Model Name/ Number: 1820 VI Plan Issue Date: Thursday, November 18, 2021 ♦ KA PROJECT NUMBER: 2110560 Sheet S Of. AND BRACING DETAILS 5 FS j E THERMA-TRU INSTALLATION \\\\ KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN, THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. N SPA EVE n 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE r„ 6e, 3, 3„ 3" 3" 3,e 3" - - E r I L I 3" 3n 33" n 6" 6 6„ DOUBLE DOOR W/ SIDELITES 'A 1E L i" 6" ;PACE :VENLY 2" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE V.0111 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. m TOP OF SLAB op — 1°. III, II f ` Ir - if I o 16" MIN. DIAMETER ! A I CONCRETE FOOTING PROTECTION BARRIER DETAIL N.T.S. 5" SPACE EVENLY III I aov oe�y R Save 7" pieces to use In NAIL SHINGLES W/ it OR 12 GAUGE ROOFING NAILS. 3/8' MIN HEADS.6 PER SHINGLE. Pooh ��,,�Oefi GO "a 3BOG'%a. 5 COO'aa / E tLV6S�Gmps somas about 1/2' If 2 edge is usetl, sir about 3/4" If no drip edge Is used. valley eentedlne r SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN; 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY I TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) ETTER. WALL FINISH AND EMiNAXTENDING DING ABOVE 6" XG" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEENVALL — TENTRY PLASTER STO SEALANT — ROOF SHINGLES i 6" X T H GALV. CASHING CONT.-A - FLASHING DETAILS 8" HGRIZ. NOTE: THIS DETAIL IS REQUIRED FLASHIN AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF WIDOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS -1x4 (DEPTH OF WOW. 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 e \ THE WIDOW FRAME INTO MASONRY ` JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.$ 2X WOOD FRAME .. BY OTHERS SHEATHING --, BY OTHERS D.A. WIN00W HEIGHT EXTERIOR 11/2er MV4, EMBEDMENT — 00 WDOD SCREUJ `I' �Al Ili 'r� a M IN I r--� ---11 silo 1�Tis#A 1�u M TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S .5 DRIP EWE, s? P EUGL Al ✓VES AND CABLES OF BODIES . OVERLAP TO BE A NN MUM 3tml. SAVE DPP EDGES SHALL EXTEND W SHEATHING AID MEND BACK ON THE IINMUM OF tin. Drip EDGE AT EAVES PERMITTED TO BE INSTALLED EITHER UNDFR THE UNDERLAYMENT. IF INSTALL En UNDERIAYWINT, THERE SMALL BE 4In WIDTH of ROOF CEMENT INSTALLED DRIP EDGE YLANGE: DRIP EUGE SHALL at CALLY FASTENED A MAXIMUM Or 12..n ON WHERE TFE wed AS DETERMIhm IN Matimum Fastener Stied no Wall Framing; a2 Spruce, Pine/Fir Or Better �, , Sllimne Screw Minimum penetrator, 1-3)8" GWing SE, C DOES Section View h Mnimern `Silicone Ekerior 51heathirg varlatlon in codes and building types, R Is ta@ up to the end werto determine the proper Installation ofthese Items. SAVE Ttt£ ZUZZLE V=Fu Cle Berom InRAldng your window, the bubble map may be peacul back for Inspecdon, but please nestck the wrap to Protect the MOCks from scratches and other damage until construction lS complete. Rep Measure to besons, the opening is 31V to 1R°larger thanthe window ate both wittily and horbor illy. ' You Maywiar to PM -doll the hatallatbn holes In the In at this Bane. DIREgamor Day ph, VjdI lydsm the An, as Are nor Step 2 AppN a generous; head of SHCOME to the bl M!de of the Mounting far. Lie enough sHoOn t tosufficierdy fill a8 vokk between the. fin and the wall steeath. Sep 3 heart the window Into the opening fiom the outside. The wlrgow I5 Iabeed "hhsitle and "ou6lde, but If these Wbels have been removed,the bead should alwarrs be to the Insitle of the burl , _ t'Vbu tit r°8k Step IrsmBshms under the SIB, zdlusling than until the and a plumb In the opening. Shins should be Insialled under the all every 2 feet. The window snood be basket centered in Use owing with no mole Man 1/4' gap between the window and wall firiming. " .,� \'✓ - SEVS Itatapaa18x1.12° acid from the caneof HAS fin ateadh end oftre thew, sill and bothlamles. SHIP 6 Irstdtthe remaining festeMrs In 8" Increments from the Corneal screws to the tenter of each frame member. use tarenot m over- tightenthestrewsandPUBthemMtbtgththeIn. Also, make Sure the strews go In straight and do not am the frame to bow. j i 0 t fiarmng sihmld be a minimum of #2 SPru*Pphprflr. Maness should be AD strews of sufficient leandith toarlhleVS 1-3191 ard"Boo iaothis wall and nO less thm "fran edge of framing. �. telhet uantltes needed In Each side of flame to achieve (r of frame t9atntler 19" 18' ' I4' 34' 43" 50' 68" a8° 9B" 1 Numberuf Fastenda I 3. 4 B 8 7 6 9 14 11 12 13 Step 7 RENNO" excess gum ' ueeze out" from around the An and Inspect for holes or voids. Use slkone to fill my voids. Step 8 If desired, a foam Insulation tan be applied to the Interior gap between tot window and wall framing. t applied, Mismustbe dn, NONEXPANDING NPEFOAM. et Zh Step 9 Since tress windows are lyplcdly used in moms with high nmalan e, is; bathrooms, it Is recommended that tK Interim gap between the window and wall framing also be sealed with whoonhe End Bow so as not to interfere with the'vatadatton of Wallboard, tie oT bim. Sep 10 Once all construction is complete, rerhwve the bubble wrap from the indde and outside of the window. !f theLt:xary, death the boos wdh a mild dmargent and Warn water using asoft cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: SEE COVER SHEET CAD WIND PRESSURE AND EXPOSURE 2- SEE ELEVATION S O IT m il 0 ' d lbw b ittal Affidavit s$g W to 1- Go 3- SEE TITLE BLOCIK A m F LD Do # a` g ;** Building Address: Contractor: gm Dg m e e tTM L SHEETS FOR ANY STRUCTURAL INFORMATION-55d $ o���z w 11111 — , n c hit 1 Attachment Product Pressures Manufacture Model # IVlethod Approval # Q � o�g a MW 3 Roofing: S�5�] i � o o n , H Ww m tY O DADE IKO Industrues, Ltd Cambria a AR NAIL SHINGLES W/ 12 GAUGE ROOFING R3o310.1 h5 = - a. m -' a 1st Choice COUNTY APP. g d " a NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING la 2 U J N ROOFING VENTS: A§ �� VAVW.FDSFK%COM� 11 11 71 DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, F21580.1 R-2 COUNTY APR Pr d is In . "Off-rld event" UI ROOFING UNDERLAYMENT: z z g �o 1st Choice CN TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND Z N �— f FL12328-R9 Q. r 1 PRODUCTS LLC #30 ASPHALTSATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905.1.1 a N PANEL WALLS: z ALLOWABLE NEG. 7" SHAKES r'T SSU THE TAPCO GROUP INSTALL PER MANUFACTURE INSTRUCTIONS FL20403.4 Q) e WIND VINYL SIDI NIS HUBER ENGINEERED ZIP SYSTEM WOODS, LLC ROOF SHEATHING INSTALL PER MANUFACTURE INSTRUCTIONS FL17146 R7 na w HOMEGUARD BUILDING HOMEGUARD INSTALL PER MANUFACTURE INSTRUCTIONS CCRR-1092 Q w puns.PRODUCTS, INC V)HOUSEWRAP c Overhead Garage Doors: E 1st Choice +30.0/-30.0 CLOPAY 16W� 2"x6" P.T. WOOD JAMB WITH FL16546.8 t m r, Fs y 53W5 (5)1/2" DIA. x 8" "J" BOLTS 2nd Choice +30.0/-32.0 CLOPAY 8x7 FL15279.84 U `no 0 a Swing Doors: a GO a 1st Choice +67.0/-67.0 THERMA TRUCORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 FIBERG SS DOORTHERMA RUC RP. SOLID AND LITE SERIES CMIN, ONS 14N O.C. CFTH THEREAFTROM TOP & ER. THE EODOOR FRAME SHALEM OF S R20461.12 ®I DAMS HOMES +67.0/-67.0 FL20461.1 FIBERGLASS DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. FL15215.2 LITL SERIES THEREAFTER. (TYPICAL ALL 4SIDES) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 Sidelights PLAT PRO U FL15215.2 3000 GULFBREEZE PARKWAY Sliding DOD : GULFBREEZE, FLORIDA 32563 rS MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 DIVISION LOCATION: _1st Choice Alum. r Inn r d MI WINDOWS SERIE54405GD FL15332.12 PORT ST. LUCIE fl o Alum. remfo cad Job Information: Windows: +40/-50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL. 17676.9 1st Choice Single Hungifin) ANCHOR WITH MIN. 1 A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS Single Hung flange) FOR NSTAOF ILLATION PROVIDE BUCK USE 8 WOOD SO FOOD BUCK. FL 17894.2 3540 SERIES SUFFIENT LENGTH TO ACHIEVE IY2- INCH MINIMUM EMBEDMENT +50.0/-50.0 MI WINDOWS FL176T6.2 Cf Single Hung 012) IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Singl FL17894.4 Hung (finless) freme Mullions: NH1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE R 18504 1 C r-i 1st Choice MI WINDOWS Mullion 3 16" TAPCOIN ANCHOR WITH SUFFICIE LENGTH TO ACHIEVEA 11A o q to M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 154504.2 W rn m M Mullion EDGE DISTANCE d CL Fixed Glass: > r- a 3 1st Choice FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR Z M 0)a +50.0/-50.0 MI WINDOWS MI 3540 WITH MIN. 1?4" EMBED. TO ALL FACTORY DESIGNATIONS FL18644 R8 LLI ALL HOLES NOT DESIGNATED R TAPICON SHOULD BE WITH ILLEb W/ #S SCREWS OF SUFFICIENT LTH. TO PROVIDE O J run^ ,n^ M 5/8" MIN. EMBED. INTO WOOD BUCK. J rn V/ c J Soffit: ® Model Name / Number: +66.0/-71.6 KAYCAN LTD Standard vinyl Staple 10" on center In direction FL16503.4 R5 1st Choice of le 1820 Plygem / Variform Ptygem Double 5 Double 5 standard (vinyq 10^ FL12194.1 Double 5 standard standard sin Eta s solid 144 vented -145 FL12194.2 ® Plan Issue Date: Hurricane Panels: Thursday, November 18, 2021 Dade County App. A L AMERICAN 24' Ga. 24 GA. NORM PANELS 1st Choice SHUTTER & GLASS Storm Panels FL16293 R3 ® KA PROJECT NUMBER: I have reviewed the above components of cladding and have approved their 21-10560 use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Sheet: Of' Sr5 Name: Luis Pablo Torres Certification Number: FI. # 87864 Name: Certification Number: MATERIAL _-___-- FREFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING i-WEATHER RESISITIVE BARRIER TAPE -t✓ ysff,�mwamowl HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive border above headerto allowfor flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER R EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL , COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK PROTECTOR SINGLE JOIST SELF -ADHERED FLASHING \HO.8362x;DECK JOIST FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. - EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP I WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) 2 Scale: NTS ESISTIVE BARRIER W PO NAILING FLANGE SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 314"-1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK -SECTION A EXTERIOR SHEATHING 314"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER / THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND WEATHER R FCAULKNG R EQUAL PROOF O/ SECTION -A -� (SEE DETAIL WP02) SELF -ADHERED FLASHING - 1 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) WP04 SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST C) WP07 ERIOR IT. FIN. .DING PAPER PE n : 12.0 in cm: 30.5 cm) E LATH -DING PAPER F-ADHERED FLASHING JDOW UNIT SELF-ADHERI CO SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER 171LIrT•]F311 INSTALL SELF -ADHERED FLASHING JAMB & HEA D FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD FLASHING PATCH )HERED FLASHING FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. WINDOW UNIT R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the SLOPE ' i the wall assembly b rout water-resistant barrier behind the exterior cladding as accumulation of water within e din a water eg Y Yp g 0.3 In : 12.0 in SELF -ADHERED FLASHING s of draining to fpenetrates the exterior cladding. required by Section R703.2 and a mean g the exterior water that g (0.6 cm : 30.5 Cm) DETAILS R703.2 Water -resistive barrier. One layer of No. 15 asiuralt 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 SELF -ADHERED FLASHING PRODUCTS asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. other approved materials shall be installed in accordance with the EXTERIOR WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water-reslstive barrier manufacturer's Installation Instructions. The NoAS asphalt felt or other approved water -resistive CEMT. FIN. -Z PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described In Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied ever 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 Detail Instructions provides a separate continuous plane and any flashing (installed In accordance with Section R703.4) Intended to drain Refer to the number marked as ® in each detail that corresponds to the to the water -resistive barrier is directed between the layers. BUILDING instructions numbered items In the list Of IRStrUC110r1S below: items in theered (exception: Where the water -resistive barrier that is applied over wood -used sheathing has a water resistance equal to or PAPER 1. Install flashing 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 2. Install flashing and weather resistive barrier to form water shedding laps absorbing layer or designed drainage space. O3. Self -adhered flashing can be substituted for building paper flexible 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize Inembrenes and mechanically attached R703n Flashing. Approved metal flashing, vinyl accordance flashing shall be applied shingle.Pashion or in accordance with the manufacturer's instructions. Metal flashing shall be with the corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's SELF -ADHERED FLASHING scoring cuts I be applied in a manner to v the ant of 'water into the wall cavity or penetration of instructions. All flashing anal prevent Y CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDERTWP03 5. Remove all release paper per standard installation instructions and water to the building structural framing components. setadhered membranes used as flashing shall comply with 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" Minimum) with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in RUBBERIZED ASPHALT RUBBERIZED ADHESIVE 6. Fold as shown by arrows exterior walls shall comply with AAMA 714. The flashing shall extend ¢o the surface of the exterior wail finish. Approved ASPHALT flashings shall be installed at the following locations: ADHESIVE 7. Angle ofCO r may y, adjust folding of theflashingaccordingly to fit SELF -ADHERED FLASHING tight to corner 8. Mechanically fasten as necessary 1.Extedor window and door openings. Flashing at exterior window slid door openings shall extend to the surface of the Mechanically SCORED exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. RELEASE PAPER attached flexible Rashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the fallowing: (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the AOHESNEAsseowN) fenestration manufacturer's Instructions, In accordance with ':he flashing manufacturer's Instructions. Where flashing Instructions or details are not provided, pan flashing shall be Installed at the sill or exterior window and door openings. 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 MECHANICAL LY FASTEN AS the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection NECESSARY CORNERS THROUGH at the head and sides. SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. /�--� 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ V1v\ 2 WDMA 300 or FMA/AAMA/WDMA 400. 5 2. At the intersection of chimneys or ether masonry construction with frame 0r stucco walls, with projecting lips on both sides under stucco coping.- 4 3. Under and at the ends of masonry, wood or metal copings and sills. 6 4. Continuously above all projecting wood trim. 7 5. Where exterior porches, decks or stairs attach to a wall or floor at;sembly of wood -frame construction. G. At wall and roof intersections. SELF -ADHERED FLASHINGi/ p ®(� INSIDE CORNER �/ V 7. At built -In gutters. 1 �` xrtr T 2 y 4it 5ft /� W P O V AACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W PO V INSTALLATION OF THE BUCK/RECEPTOR. WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN, WIRE LATH BUILDING PAPER Cement Plaster in accordance with ASTMC926 over wood 2nd floor 2) 2 � Note: 3) 3 �:J The building paper and metal lath SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING IWP12 "� must 1. to installed over the top of_r11 CEMT. FINISH WINDOW HEAD W P 10 CEMT. FINISH WINDOW SILL WI CEMT. FINISH PARAPET WALL the Wttep screed. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing 3 1/2" Unperforated Flange 7/8" Weep Screed Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing 718" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance With ASTMC1063 - Building Paper -7/16" O.S.B. sheathing - Keep top edge of weep screed 2" below top of block - Vulcum cauk bottom joint only - Metal Flashing 3-1/2" Unperforated -' nge 7/8" Weep Screed 1 /2" Cementltious Decorative Finish All Inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for all 1/2" Cement Plaster Finish r Block 2 1/2" Perforated "o Flange 1/2" Weep Screed Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE aF 0 tP,.6gaz a (� if CA �\v , O c%A moo. C TU Y W 7 Z H `IsP'a $ s . if �WW Do 4 . aaJoi°OJatitf riz3mQiz Ht fis €s tWn3o3J--ii' DGmQ WdC €€W 2 RWg s fi a � 2- OA U J In a� id ❑ ❑ ❑ r WW%.FDSENC.COM U � Z o - o Z N O N a in - an Z ryrl Fa W C 0 w � In c a; Ln = m r- U-NE ~ Vy .�C O(0p1p �Slgyyi-. _ t°n� x U o �leii Ili�0 o Q c Q N O w 4!m DAMS HOMES' FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® I Job Information: ' �NN W O Z O `O Wa •' LO \ / o a) m co n iurn f' > (1)m a J u) L 0 Model Name / Number: 1820 ® I Plan Issue Date: Thursday, November 18, 2021 O KA PROJECT NUMBER: 21-10560 Sheet: WATER PROOF DETAILS