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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS. STRUCTURAL NOTES: STRUCTURAL DESIGNITE I INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT NO: TITLE LE `Ali 8 S 0 00 PSIS S 3000 PSI COLUMN ) S AND BE A SLUMP OF 5" .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. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH Al 2 DAY F 25 (LAB) (. 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" ROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. S. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70 OR ASTMA 996 GRADE.4D U.N.O. REINFORCING FOR ROOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) NFPAFLORIDA BUILDING CODE ACCESSIBILITY S (NECEDITION (2020J RESIDENTIAL BULL ING C NATIONAL ELECTRICAL CODES (2017) FOR STRUCTURAL CONCRETE - (ACI 31&14) BUILDING TONS FO STRUCTURIREMENTSAL SPECIFICATIONS STRUCTURAL CONCRETE • (ACI 301.16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 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. 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. I 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORlh 3 ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER ( F RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RAD N GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH N THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLAC ED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E30.16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL -AAF-20 1.. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION, 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: EXTERIOR COVERING MASONRY WALL CONST. (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE. IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE: 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL STRENGTH OF 2000 PSI ( fm - 2000 PSI) 2.. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM 3. COARSE GROUT SHALL CONFORM TO ASTM C476-1 0 IGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE C270-14A. WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A.MINIMUM. COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR 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. OF 3000 PSI SLUMP S" TO 11". CONTINUOUS MASC 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALLBE WHICH EVER IS LESS. REINFORCING SHALL BE PLACED 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER 8,. TEMPORARY BRACING AND SHORING OF WALL TOP 9, TYPICAL FILLED CELL REINFORCING SIZE AND SPACI 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WA 11, CONSOLIDATE AND RECONSOLIDATE GROUT POURS NRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR LOFT, IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF AS A STOP IS PROHIBITED. OVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR G SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS **. FLOOR I -JOIST*** LL/360 LL/180 LL/360 LL/360 LL/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: *TL MAX 2" UP TO 4OFT SPAN * *TL MAX 3/4" **s TL MAX 1/2" GENERAL ROOF LOADING WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY BARRIERS. WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WATER-RR703.7.ESISTIVE WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESSS1�THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER RESISTIVMRRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTIONR703.1. ..BOTTOM ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) i. 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 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 CAB 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 = 24DO PSI MICROM (LVL) BEAMS: 2.0E Fb-_ 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. LA 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-0 GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 0 10 0 10 0 10 TOTAL (PSF) 37 37 45 55 CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NON -CONCURRENT) 20 50 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOG LOADING R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED R OR 5 2" RATED OSB EXPOSURE 1 WALL SHEATHING: 7 18" STRUCTURAL I OSB EXPOSURE 1 1 G /3 / A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: ESISTANCE BARRIER UNLESS SPECIFIED WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED ' INITERNALPRESSURE COEFFlCIENT +/-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 5 30 ft EFFECTIVE- WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA (+) 27.5 (+) 27.6 10 (-) 29.9 (-) 37.0 , (+) 26.6 (+) 26.5 20 O 28.8 O 34.4 O 50 (+) 24.8 (+) 24.8 (.) 271 h) 31.1 0 01� (+) 23.4 (+) 23.4 (-) 25.7 (•) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x T-0" -0 16'" 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" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED. FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140)MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC N N N m id ,o O to v 0 gg g§ 0 C Lo E§w=a H AQ �„ w u ae m t, O m �(a 0 ti N w FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER S NOT BE USED AS WEATHER R TOP CHORD DL 10 (PSF) _ 2 ay d `C-F.= w a INSTRUCTIONS. METAL FLASHING SHALL CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL & RE IlRES A 8 § s it E a SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES )z a LL W C6 y IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF) W "` a w BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER " i" Q 0 _ a. it 30 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING k. 9 N,3�$ 0 o 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 2 C1281, AAMA =, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID•APPLJED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: 8 a; M d a MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) $�� 2 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT J-00 (PSF) • a I,® b c TO THE SURFACE OF THE EXTERIOR WALL FINISH. s APPROVED FLASHINGS SHALL BE INSTALLED Al THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS RE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) ra v�nv,wsauccoM ❑ ❑ ❑ _ *^ • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. ARIES •.INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRREADING.ROOMS 60 (PSF) a U' • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) m • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS'SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL ® HAND RAILS, (d) 200 (PSF) cli 0 g CONSTRUCTION. AND SEALED BY FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) • AT WALL AND ROOF INTERSECTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) • AT BUILT-IN GUTTERS.. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) a STAIRS 40 (PSF) - n UPLIFT CONNECTORS FOOTNOTES r z m d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOR � TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEADING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A TTS w -d NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE;ICOORDMATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. U . MORE INFO. 0 FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: � 1. MISSED 'J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1 2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. _ It Is the Intent of Deslgner/Englneer listed In thetltleblock of these w t o g !- ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documentlt that these documents be accurate, providing Licensed . _ 0 PLAN 2. FOR MISSED DOR MVBEDMENT DEPTH AT ERT. DOWELS DRILLLOOR A3/4'TEPS. 3. CABINET MFRS. SHOP DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REPAIR AND INSTALL A 32" LONG 45 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS RE TO BE FOLLOWED AS INDICATED. AWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. prevent ermrProfessionals The Builder and all suclear information. bcontractors are ry attempt has brequired toeen macle o '�'"" _ ""�I' U � 3 o Q c 0i 0 THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to ¢. a o no � INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY. BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Deslgner/Engineer are not PRIOR TO DURING BOND BEAM EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: responsible detected and n t reported to the Designer / Engineer prior tions EAPOUR. to D , 3 HOM'B 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) ?4"x 21A" TTfENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK,. JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LEIS (USE (2) MTSM18 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS Assurance Manager immediately. No backcharges will be considered MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SDS SCREWS AND (5)1/4" x 2 1/4" TfTENS ONE EACH SIDE OF TRUSS, TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER for reimbursement by the Designer/Englneer without advanced 300® GULFBREEZE PARKWAY PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OFTHE PROJECT, OR AFTER notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM FOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Payments will be made In accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS.. PORT ST• LUCI E 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 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 ♦ Jobinformation: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. J MASTER REVISION_ S REVIEWED DATE DESCRIPTION CODE COMPLI NCE ST. LUCRE CO NTY co HOMES BOCCN€LZ DAMS > �CNI aLU 0) LU Of Northwest Florida "/j'�w��(//�� Lu U m o /. / d' 4 ri ri O O- FLORIDA CONTRACTORS LICENSE NO. CBC043518 ~ '5 U p.�wZ) � o ,mil M U) U) ♦ Model Name / Number: 000 GULFBREEZE PARKWAY GULFBREEZE9 FLOM DA 4^52563 FILE COPY 1720 ,r ♦ Plan Issue Date: Monday, January 25, 2021 VI KA PROJECT NUMBER: MODEL 1720 20-9737 Sheet: w Of: COVER SHEET 4 N HOSE BIBB O N J = OA rNn a rm an'.n" 8'•10" 14'-6" CD 1 S-2 TYR C6 Noll - TI- - - - - - - - - - - - - - - BMs COVERED PATIO BMs 14'-0" X 10'-0" 4'-4" 7'-4" I 5'-0" 10'-4" O VERIFY LOCATION OO O OF A/C W/ BUILDER A 25 SH 25 SH DBL 25 SH 2868 EGRESS m 22'-10" ig N 15'-2" MASTER LIVING BEDROOM VAULT CEILING VAULT CEILING - G.T. ------ - - - - - - - - -- - - - - 9 I � � I � � ' , ZI SLOPE q a' SLOPE 3i12 cw - s 3:12 m, � m 0 � 1DININGW 0' CEILING cs 2'-8" 3'-6" 5, 0„ 11' 8" 8%0" 7'-2„ W 36" FLAT BAR` ' TOP ON 34th" .,_ r ';-IT WALL R/S-------------- a O pp ISLAND i ' it1 wic I JI '-' 1 VAULT CEILING o VAUI T CEILING O' DRYER VENT ,- o a PROV DE PLATFORM HANSON BOX THRU ROOF - MASTER v ra ro FOR IR HANDS R - @ 36" AFF i MAX LGT 35' 6 `I' AT VERI SIZE W i ih RAI m 4GE/HOOD. MAN F. VAULT CEILING. I REF. cD N --- 4'-0" -g I rr -8" RETURN I I W I i I , " NICHE AIR HVAC u,. LL_ J J - - AT 42" - `, A.F.F [q 668 2668 "- , io TI 0000 � f ' ap ,5 3X5 irM i (5) SH SLOPE ' 3:12 10'-0" CEILING O F.G. SHWR HALL :. 10'-0„ CEILING °P BEDROOM 2 VAULT to FILING '. NOTE: BUILDER TO PROVIDE APPLIANCE PROTECTION IF W.H. w REQUIRED .4 7'-2" SIHEET4 OR DETAILS 3'-6" I 2x12 WALL - Q 2668 I - ATTIC ACCESS ' " LOCATE IN FIELD ' ----------- S-� R ,._ FOYER' 22" X 36 _MIN- � / � ' 2668 I 10'-0" CEILING I =L)APSUNIT to 0: M WF39 oN 3 CAR GARAGE ' I S3 8' CEILING 5 L 2'-2" 1, Hi O BA• 2 306 VAULT CLG , m ; w/ 12" S. S.L. & TRANS ABOVE F�l L0 0 PER ELEV.) ' I ' MS03 ,, ,,.,z WF43 g.g , 1W00, - • R/S ------ N S3 -------- -. `-� 3,-0" 3'-0" ' 5-2 2668 - 2668 CENTER OPENING ON WALL ' MS1 O S-2 CO` y, D V 8 X 7 OVERHEAD DOOR 16 X 7 OVERHEAD DOOR ENTRY CDO4 BM3 10'-0t co S-3 2'-0" N A BM3 ■ u -------- ---- 0 BEDROOM 3 51-8" .4„ 8'-0"CLG. CD04 CD21 O &3 S-2 EGRESS DBL 25 SH 6'-0" I 61-01, 12'-0" 7._O" 7._O" •_0' 16' 0" 19,_0,� 19,_0,� 2,-0" „ 8,_O" 101_0„ 101_0-0" 48•-O„ v ci 0 o N {HOSE BIBB I 00 iv ro 0 N M 0 W 0 'v 'v m Y N FLOOR PLAN SCALE: 1/4" = 1'-O" ELEVATION A 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 © +27.6 / -37.0 C_ ) +26.5 / -28.8 O +26.5 / -34.4 +24.8 / -27.1 +24.8 / -31.1 f G ) +24.3 / -27.5 I ( M� +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL I GENERAL NOTES I. R302.5.1 Door from garage Into house must be a minimum 1 3/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid soffit Is Installed 5'-0" on each side of the venting. 3. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch 0-5.9mm) 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. 4. R312.2.1 Window sills In dwelling units, where the top of the sill of an operable window opening Is located less than 24 inches above the finished floor and greater than 72 Inches above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following (3 listed methods]. 5. R308.4.2 All windows within 2'-0" of doors and in shower or tub areas will be safety tempered glass. 6. Calling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" CDX. 1X T&G acceptable for substitution. 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. S. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods specifled in sections M1502.4.5.1 through M1502.4.5.3 9. Callings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ Sd nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications R` F- CEF-V,; F01 >XnDE COMPLW T" LiEpp+C//++OUN ®OCC FILE COPY AREA CALCULATIONS ISt FLOOR 1720 S.F. TOTAL LIVING (AC) 1720 S.F. GARAGE 610 S.F. COVERED ENTRY (BASE) 67 S.F. COVERED PATIO/LANAI 140 S.F. TOTAL AREA UNDER ROOF 2537 S.F. ��$�: Q CH Co r- Yt 3F ik 3 win W Ca`. � � W FZ c Q q r w D- 41 pp N 9LL. of (D Q of IL0 U O m 0 O 24 O� r 5 T ^NhWiJ.FDSIAGMN Z 8 W Z Z N a 3 - Z m r N t� ro �I 0 m o w T r- c U J M -�! ��i�f13 U -NE = ) 00 � �M Q o N O by FLORIDA CONTRACTORS LICENSE NO. ORC1330246 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: 0 to W N W ci c-I O m 3 0 N m J N FL 0 J Uj : o JmU)(n n L IVI Model Name / Number: 1720 ♦ I Plan Issue Date: Monday, January 25, 2021 ♦ KA PROJECT NUMBER: 20-9737 Sheet: 2 Of: FLOOR PLAN 48'_0" GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE s'-1o° 14'-6" 14'-8" 101-0" 13'-6" 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER, ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM 75 LBS F2.5 F2.5 OF FIBER PER CUBIC YARD HBERMESH/RBERMIX ADDED TO THE WL CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER &TREATED FOR TERMITES. --------------------------------- 3 6 INDICATES FILLED CELL W/3000 PSI CONIC. FROM FrR. TO TYP. @ BEAM W/ (1) 45 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTG , r ' ' PATIO DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR , -� , ' ' F 103 3 RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. ti , , i 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE , 1 jy1 U.N.O. ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 3' 10" ' ' 3'f" 3'-8" ,1'.4'( 4.0' , 6'_4" 7•-0" 4.4" 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED 1 - - - DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED, III, ,I VERIFY LOCATION 8 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE CD g I I'`� �'ll i 1 OF A/C W/ BUILDER SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT i STEP DOWN 4" ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: HOSE 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION BIBS i FM01 REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR ' 3 3 ' EXCEED THE CAPACITY THE GENERAL CONTRACTOR. SHALL CONTACT THE ' ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF n , , n FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) IN 1 ' ' 52.5 EQUAL LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL , 1 BEARING CAPACITY OF 2000PSF. F2.5 N 04 FOOTING SCHEDULE N MARK SIZE DEPTH REINFORCING GRAVITY CAP. n6s N F1.0 V.0" XCONT. 1'-0" 2 #5 E.W. BOT. 2000 F2.0 2'-0" X 2'-0" 1'-0" 3 #5 E.W. BOT, 7200 0 C F2.5 2'e" X 2' 8" 1'-0" 3 #5 E.W. BOT. 11000 ' 1 r W 'a F3.0 X-0" X 3'-0" 1'-0" 4 #5 E.W. BOT. 15800 ■ c O F3.5 3'-8" X 316" 1'-0" 4 #5 E.W. BOT. 21500 ' 1 Q r4.0 4'-0" %4'-0' 1'-0" 5 #5 E.W. 80T. 28000 � $01 , S2 F4.5 4'6" X 4'-G' VA" 5 #5 E.W. BOT. 345DO F5.0 5'-0" X 5'-0" 1'-0" 6 85 E.W, BUT. 42500 F6.0 6'0' X 6' 0" 1'4" 7 95 E.W. e0i. 81500 r i —i n III •------- ' ------• PROVIDE CHASE �r 1� oo m `'S W W 00 do e � $� I III OW. �------- ------i FOR HVAC UNIT LAV 11 �°I IL & (1 D' D.' Lo O. LEGEND ■ ;_ _,� F� ISL of t ` �, D 97 _ �„ a m 21-2 �g INDICATES SINGLE -STORY SINGLESTORY FOOTING 1, DBL SINK i " ■�"'P ui vi w w a w ® -INDICATES TWO-STORY FOOTING p ��._.J� W/DSPOSAL_-h�j _ © Qm 0 30 m I' r°1 - INDICATES PAD FOOTING J HANSON BOX LAV I @36"AFF I b �q WX"mw o w PROVIDE ELECTRICAL & PLUMBING SERVICE THRU SLAB @ ISLAND � `n s a P 'i, 2 - F1 d ¢ ■ DRYER LL J T k - ; 00 LOCATION THRU ROOF ' ' ga J y o 2 - ' , REFER TO FLOOR ( ) MAX LGT 35' M ■ - x s z0 0 vI F � = q 2X6 FOAL _ _ _ _ _ _ , _ , � ''' `r � � wwW.FosEns.coN ❑ ❑ ❑ lJ a , REF._ __ ___, , f — —_ l 1`l/C 1 I I T, t;J rW CO ■-__________ _______ ____L II I _ _- �, 1 - J I I D ■ z o 0 VV�/// z o 0 1 --- _ ___ L m ^ 3'-2^ 3•-0" 7'-0" /'� z ¢N _J /� h $2 ____ I 3'-0" FM12 f 3 X 5to 3 11 F.G. V mr to ■ , '--- --- --------------------- ------ , _ ~ L co 0 1 1 ■ ■ o !V Q C y a Q -v 1 , 1 i� ______________________ , I ' r `4 , W.H. , tj u �._ W Q w g N c .. .. VC16 Q 3 I F2.5 o m T3 m ■ v y a q U i,, � No o � � I rl,Ayix Q A DAMS MQMES I ■ r �< FOR FM 12 ( FMoz a C 4 WLIAN 3 FLORIDA CONTRACTORS LICENSE N0. CRC1330146 � o _ a . L. *+3 .FEA» ' rik—. COUNT' 3000 GULFBREEZE PARKWAY `) :(1)Pc. FIBER ;GLASS TUB UNIT ° ' , -_-_-_-_-_�_ _ — — — c'J. - — - — - q OCC GULFBREEZE FLORIDA 32563 , _ JI oD N DIVISION LOCATION: NOTE: ALL PLUMBING _ _ _ _ J N 29-4" RISERS ARE TO BE ■ ' PORT ST. LUCIE VERIFIEDw/PLUMBING o z-r' 3'-s° a ;-----"--------_"_": ♦ Jab Information: 3" VTR CONTRACTORS ' ■ ■ ■ LAV STEP DOWN 4" I ' `} -$ 11/2" VTR 2" ViR 4�`W C l tee_ J FM02 ' Y _3—�_�------------ ' 4 DBL SINK W/DISP. ■ FM09 , 1 � a � �° ' (2) #5 BARS I (2)#5 BARS F2,5. 3 ; n O yr/0 I g CL OUT i i i W/IN EA. F.C. , W/IN EA. F-C.------------- --------' E 2,� ■ ------------ ------ ----3---- ------------- e Z e x0 LAV i i ■ ■ , LA , M " 16" SQ. CMU COL. W/ > 0 m o a 3 H ON n ' 12'-0" ' 6'-0" ' 2'-0" N (2) #5 VERT. GROUTED SOLID - a a 3. U m O 4" ' LAV 1 m 4 i a 00 O� W LAV ---- -------- Y UM7 LOL J m U) Cn w/c ■ ti TO SANITARY TUB SEWER 3" ■ ' q ' F2 5 Model Name/ Number: 5 B 4 1720 cQ , PLUMBING RISER � � ♦ PlanlssueDate: Monday, January 25, 2021 `- --------------- --- -----' N.T.S. KA PROJECT NUMBER: ■ ■ ■ j NJ I I I J,VI 20'9737 2'-4 7'_4" 2%4., 16,_0.. 2..0„ 8'_0„ `4„ FOUNDATION PLAN Of: 12'-0" 71_01. 19'-0" 10,-0" Sheet: A 3 SCALE: 1/4' = 1'-0' ELEVATION A 48'-0" FOUNDATION PLAN BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM MARK SPACING SPECIES CAP.(Plf) BWJ- 16" (2) 16d TOENAILS (2)16d TOENAILS SPF No UPLIFT BW2 16" SP2 W/ (6)•10d SPS W/ (5)­1 SPF 402 STUD, (6)10d PLATE STUD, (4) 10d PLATE BW3 16„ (2) SP2 W/ (6) 10d (2) SP1 W/ (6) 10d SPF 803 STUD 6 16d PLATE STUD, 4 10d PLATE BW4 16" (2)16d TOENAILS (2) 16d TOENAILS SYP No UPLIFT BW5 SP2 W/ (%10d SP1 W/ (%iOd 16" STUD 6 10d PLATE STUD 4 10d PLATE SYP 439 BW6 16" (2) SP2 W/ (6) 1Od SP1 W/ (%lOd SIP 878 STUD 6 SOd PLATE STUD 4 10d PLATE BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT SP2 W/ (6)-10d SP1 W/. (6)-10d BW8 12' STUD, (6)10d PLATE STUD, (4) 10d PLATE SPF 535 (2) SP2 W/ (6) 10d SP1. W/ (6}10d BW9 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 1070 BW10 12" (2)16d TOENAILS ](2) 16d TOENAILS SYP 0 BW11 SP2 W/ (B}10d SP1 W/ (6}10d 585 12" STUD, 8 SOd PLATE STUD,(4)10d PLATE SYP SP2 W/ )10d (STUD, SPI W/ BW12 12' (6) 10dPLATE STUD, W lOd PLATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP OF WALL �_ SEEP -LAN 4' MASONRY WALL PR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH -SEE MS03/S-1 FAR NO UPLIFT CONNECTORS ERG WALL TO INDICATED IN WPO9 CAN MASONRY WALL BE IGNORED. mv CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS ® TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2" A.B 0 32 O.C. W/ 7" INFO EMBEDMENT OR 1/2" A T R. W/ SIMPSON SET W/ .. SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. ? i REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD 0 32" O.C. 7/16" OSB PLYW'D w/ SAME SEE GENERAL NOTIE #8 BRG. WALL DETAIL ENT W/SE D ILS AND EDGE. IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2K4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. S. 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 "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN, 7/16" OSB PLYWOOD W/ 8d NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE S. IF THE BEARING WALL IS INDICATED WITH THE SW1, BW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 1Od=.0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3)2x4#2SPF . (4)-S6dTOENAILS 0. C2 (3) 2 x 4 #2 SPF DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 1 /2" 2145 SOS SCREWS C3 (3) 2 x'4 SYP #1-OR- (4) -16d TOENAILS 0 C4 (4) 2 x 4 SPF #2 DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 1 1 /2" 2145 SDS SCREWS 4 x 4 P.T.#2 ABU44 W/ 5/S" ATR** U = 6665 2200 SYP POST & (12) - 16d NAILS 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G = 12000 SYP POST & (12)-16d NAILS U = 2300 8 x 8 P.T. #2 ABU88 W/ (2) - 5/8"AT * * G = 24335 C7 SYP POST & (1S) -16d NAILS U = 2320 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5-SOS2.5 W/ (14) 2 1/2" SDS WS & 5/8" 4" x EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5-SDS2.5 W/ (14) 4" x C9 1.8E Fb=2400 PSI 2 1/2" SDS WS & 5/8" OPY 5645 OLMANIZED IF EXT. ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Fb=2400 PSI HDUS-SDS2.5 W/ (20) 2 1/2" SDS WS & 7/8" /4" x EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR,. OR ATR*** C,1 5.25 x 5.25 P.L. 1.8E Fb=2400 PSI HDU8-SDS2.5 W/ (20)1 21/2" SDS WS & 7/8" 4'x PDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8-SDS2.5 W/ (20) 1 4" x C12 -� 1.8E Fb=2400 PSI 2 1/2" SDS WS & 7/8" -PDXY 7870 (WOLMANIZED IF EM.) ANCHOR, OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF [C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALIAM COLUMNS (1,8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: CDM p NAIL DIA: LENGTH NAIL SPACING 8d OA31' X 2'h" 0:131" X 2'A" SEE PLAN RIG SHEATHING SHANK ON R OF ROOF & WALLS 10d OR 12d 0.148' X 3" 0,131" X 3" SEE PLAN BLOCKING & TOE 0.148" X 3'A' 0.131" X 3'A" NAILS & TOP PLATE 12d 0.148' X 3'A' 0:131" X 3 1/4" S" O.C.(COM ON) STUD WALL 6"O.C.GUN IL CORNERS 10d 0.1481.X 3" O431" X 3" 8" O.C.(COM ON) STUD PACK 6" O.C. GUN AIL COLUMNS 16d 0.162" X 3'h' 0,131" X 3'W (2)16D(COMMON) SEE PLAN 00*0'' ' `" (3) 16D (GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS ,, ��//�������\\ P�•Ly (2) - 2 x 8 #2 SYP W/ 7/16" OSB FLITCH PLATE. NAIL CONNECTION: PROVIDE (2) SIMPSON LSTAIS OR (2) ��// BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16 TO CMU D.C.. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2). OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST ROWS OF NAILS @ 122"" OR (2) SIMPSON HETA16 TO CMU D.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16 TO CMU D.C. TYP EACH SIDE COL, U.N.O. ON ROOF PLAN. (2) -1 3/4" x 11 1/4" LVL CONNECTION: PROVIDE (2) 2.OE Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 31/2" SOS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2) -1 3/4' x 11 7/8" LVL CONNECTION: PROVIDE (2) M5 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 31/2" SDS WOOD 1/2' OR (2) SIMPSON HETA16 TO CMU SCREWS O.C. TYP. EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -1 3/4" x 16' LVL 2.OE Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4' x 31/2' SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 9 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R.. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 2 - 2X70 #2 SYP W/ SEE GENERAL HEADER NOTE #5 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 10FLITCH PLATE THIS SHEET H5 (3) - 1 3/4' X 11 1A ATTACH TOGETHER W/ (2) ROWS 1/4" X 3 11Z LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE H6 (2) - 1 3/4" X 9 1/4 ATTACH TOGETHER W/ (3) ROWS 1/4' X 3 1/2 LVL 2.0E Fb=2600 PSI BOB WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2X6 OR 2XB WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (1) (2) (1) (2) 4'-0" - 9'-0" (2) (3) (2) (2) 10'-0"-16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS LINO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4, ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" ox. 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. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASIN DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. 8 REINF. OPTIONAL CURB. FOR F.F VARIES GRADE SEE PLAN MASONRY @ ELEV. 0'-0'- W/ (1) - #5 BAR CONT. 40 x 2 STORY: 20" X 20" REINF. NW (3 - #516"(2) #5SEE PLANBAR REBAR BEARING FM01 SINGLE STORY FTG 1/2"=1'-0' FM02 I SECTION @ GARAGE 1/2"=1'-0" REINF. SEE PLAN _F F. Wm(1)#5REBAR CONE FM03 THICKENED EDGE (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. - IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. R.R. I F=1 ALIGN DRIVE W/ BOTTOM OF RECESS&PITCH DRIVE N4" CONC. DRIVE W/ 1/2" EXP JOINTS 10" O.C. TYP. 16"1,77:(2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1 1/2" =1'-0" 1 SEE PLAN a_i I FM12 I STEP DOWN NON BRIG. 1/2" = I SEE PLAN OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x 16" m 'SEE � SYP. SEC ELEV. 0'-0" WITH CURB • rn (1) #5 BAR CONT. �k all ,I• (G.C. VERIFY) I I Z F.F. REINF. �0 (SEE PLAN) d 2 #5 CONT. INSTALL LINING = ` *-;.x : m v 2 #5 BENT BARS W/ MATERIALS PER MIN: 25" LAP SPLICE N tO MUDDED FUR. 16" m . SLOPED TO DRAIN #5 CONE MIN. FM14 I SECTION '@ RECESS SHOWER 1/z =r-0" FM18 TYP. STEP FTG" DETAIL ALTERNATE: REINF. THE REINF. BARS SHALL BE #5 CONT REINF, GRADE SEEPLAN CONTINUOUS AROUND CORNER SEE FND. FOR BY COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 25" #5 X 25" X 25" p l.'a M vlFoF+. CORNER BAR ONE N 'i FOR EA. HORIZ .. ,, .,, `�` -- T'^�. y REBAR, TYP. U.N.O. ,TAN, '•• :' 2AK COUN" 16" 8(vC A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 14/2' -i o" FM23 TYP. FND PENETRATION 1/2"=1'-0' STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (O.C.) HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL O'-O"-2'-0" 8" 10" 16, 20" W/ (2) #5 BARS <674# 61-8" >2'-0"-3'4" 10" SO" 20" 24" W/(3)#5 BARS 674# 5'4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" W/ (5) #5 BARS CONT. >4• W - 5'4" 16" 1.6. 48" 48" & #5 0 18" O.C.TRANSV. 1162# 2'-B" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL AI (1TI- 4Z- SEE CHART ABV. AVX F.C. SPACING (O.C.) W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED T EA VERTICAL REINF. BARS #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-0" (1) #5 HORIZ. CONT. TIED T EA. VERTICAL REINF. Bfflij FIN GRADE- 8!j MIN. _ TO TOP OF STRIP COMPACTED CIFAN FILL IN MAX 12" LIFI9 STRIP FrG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWM COVER dI FMASW I STEM WALL SCHEDULE FILE COPY 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" RBERMESH CAN NOT BE USED AND NERT. F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED dF EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0' INTO SLAB/ STEM r-SEE NOTE 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #9 CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK ® 16" C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" - h * TALL (TYPICAL ALL CORNERS) C. 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. S. R403A.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, TH E 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 - N 0 g g W io 00 o~o in w r $�ge S �ti °o$ 4 55 �$�qS 4 w a m inm � a R E' m `F0 u) 4 § w -9 a w 3 � z m5 3 mix W9.mr°"„ ro 4�g € LL z- RI -f a k 11511 z `; P" v *" m w °g g' Www.Fosvc.coN ❑ ❑ ❑ 0 z n _ o Z N ¢� J a x In zN Ln M QJ 4'I 0 F° 46 W Sc � � c to � CB UJ w N E �. L? ar 1Jto�Y �p Q C4 0 Ii m N o co A 11AM4M YAMW4= FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Jab Information: LL O I- z �vi O Lo Lu M / 00 � a;A * * m J ` N 'a 0_1W LD o Jm(n0 Tj Model Name / Number: 1720 VI Plan Issue Date: Monday, January 25, 2021 VI KA PROJECT NUMBER: 20-9737 Sheet: ,�[ 3 ■ Of: SCHEDULES & DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GFNFRAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F.LMNG= 1720.x3 = 5160 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. +APP. CIR, = 33,707 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 23,707 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 0100% = 10,000 + 40% OF "A" = (.40 x 23,707) = 9,483 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,483 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 AS,6UMED EDGE OF WALL LL TO CEILING) USE 2 RED HEADS TO ANCHOR WALL IFM24.1IALTERNATIVE PROTECTION BARRIERI N.T.S. I ---------------- I INSTALL FAN BOX PREWIR)F ' I WP GFI i VERIFY LOCATION OF A/C W/ BUILDER HOSE BIBB CM ,< ` ---- - ---- ------ ----- , - - - - - ® INSTALL FAN BOX PREWIRE t . l I I I I g i I i I ` � GFI FOR D/W I T, „ 11 GFI , a; -----------'--- Fl L'I GFI ` ---- ----- I I. DISP f "10 I I I I FI� b ;.., II I GFI,' _GEI � r — 220. GF h-------1 220 I �� I I 22b DE GFI GFI II W 11 1 D 1 FOR HOOD ' ' `�— —Jj � — — — J ' I I I I � GFI INSTALL FAN j'`j, BOX PREWIRE,` ' \ / GFI AT 220 W,H. \ \ 42" AFF � I I \� a I J C I'r W L ANTIC EL GTF!T D- Lu w. IF jfEQ'D BY Co i ` \ w w ---------------- - GFI AT 42" AFF GFlFOR GARAGE — . FOR GARAGE DOOR OPENER DOOR OPENER ----------------- -------- - - r-- - - - -- -- - - - - I I GFI AT � I \ I 42" AFF GFICM DOOR BELL I ____________________ / \ ) HOSE BIBB vs WP \ u f I INSTALL FAN I� / BOX PREWIRE. ---- �------- -_� it ELECTRICAL PLAN SCALE: 1/4"-1'-0" ELEVATION A 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 GARDE 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 23.7. 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. R315A.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 SINK$ AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURES TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET o .10 VOLT SPLIT SWITCHED OUTLET tr GROUND FAULT INTERRUPT V) 2 17 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET s DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL aT.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEIiaje)w RECESSED LIGHTING J ` JUNCTION 80 «T Cut vc WATER PROOF RECESSED LIGHTING O THERMOS A " uRCwIE c BATH FAN Q LOW VOLTAGE LIGHTIpC( BATH FAN W/ LIGHT 1 C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECT RICALCONTRACTOR 200 AMP SERVICE 200 = 210 COPPER ORf;410.ALUMN.. IN 2" CONDUIT METER MAW DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # S COPPER TO RANGE INTERSYSTEM # BTO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EDRER 6) APPROVED GROUNDING ROD W/ MIN. V DEPTH b) BONOED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. O N N m a c O ■ g=15gF 0� � WinM�B a aa1J s`P QQEgLLa W y 3 w g 16 ° Fa- a�� d r s� �a Z� d coa a 0 c ul o r'LL 0' U ? N g vrvv.wswo.coN In ❑ ❑ z o z Nz $ N C ei — n Z ry (n M v w� 0 c vLn = c M r ~ -9M V —ry E Book t: _ U a; Mks a ao16 �m ® DA 5 HO 83 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: 0 Z N c LO LLJ o m / 00 m o m Z \� L) W d _J p LLJ � 00 m In o J ED cn Gn ® Model Name / Number: 1720 ® Plan Issue Date: Monday, January 25, 2021 ♦ KA PROJECT NUMBER: 20-9737 Sheet: 4 Of: ELECTRICAL PLAN LITE TEXTURED DECORATIVE e0 CEMENTITIOUS COATING is FLR.—-— -— ---— -—- —- — - — - HD. HGT.—_—_—_—_—_ 23 SH 25 SH 48" OFF RIDGE VENT 0 0 O.M.---�------- LEFT ELEVATION SCALE: 1/4"=1'-O" 10" KEYSTONE DET. I.V. LITE TEXTURED DECORATIVE CEMENTITIOUS COATING — ■ ■ — — — _ — ■ — HD. (o FIN. HGT. 0 FLR ❑ DBL.25 SH 25 SH DOOR STYLE MAY VARY REFER TO SPECIFICATIONS REAR ELEVATION SCALE: 1/4"=1'-0" 2'-0" RETURNS ON Q SMOOTH DECORATIVE RAISED BANDS RAISED DECORATIVE BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE 4 M 4 iq 48" OFF RIDGE VENT 48" OFF RIDGE VENT LITE TEXTURED DECORATIVE CEMENTITIOUS COATING BRG_@ ENTRY T.G.M. HQ HGT_ �I5" BAND Io FIN. FLR_.I_ _ 48" OFF RIDGE VENT ■ 33-2 SH 25 SH V" DECO DECO VENT VERIFY TYPE w/ BUILDER VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net Sq inohes of venting needed equally for Intake and exhaust Soffitp product provides 4.12net s in/sf _ Ridge vent provides 18.00 net sq in / If Off ridge vent provides 138.00 net sq in/sf Overhang distance. L33 ft S.F.: of Area to be vented (SF) 2537 0. Total needed for exhaust for upper 3 609 net s inches Total needed for intake soffit area, lower)-. 609 netsinches Number of Off Ridge Vents for upper 1/3 needed 4 L.F. of Ridge Vent: needed can be used in combo with ORV). 34 Lineal Feet of Soffit needed to meet required I inaal Faat of Snffir nrnvldcd hv. nlan I 165 T.O.M. ---------------- HD. GT. 09 � FIN. FLR RIGHT ELEVATION SCALE: 1/4"=1'-O" NFE111101- 011wilm WINE -NN i 3068 .. OVERHEAD16" HIGH ARCH TRANS. ABV. DR. FRONT PF-VIEWED R CODE COMPLIA ST. LUCIE COUj BOCC FILE COPY 8'x7' 16 PANEL OVERHEAD DR. N IO Ln Mro W � g'8�� �eomm `�� Q g o rn QBN�i LL ri C✓i w '�E�g '= Q 2 8 z o .�o Qrrg O w m a 8 e8m ZN � g gs Z 0 W L o " XT)Sena.CM ❑ ❑ ❑ 0 �ww1r z_ o W Z N Y J N o_ z M cry tD o O C U) gy m ~ J -�f 00 W 6 Q N o np DAMS HOMES FLORIDA CONTRACTORS GCENSENO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: I..L O Z N W m 0 a QJLLIVI � Model Name / Number: 1720 Plan Issue Date: Monday, January 25, 2021 KA PROJECT NUMBER: 20-9737 Sheet: ^ Of: ELEVATIONS - A - SEE DET. TB03- G.C. TO PR( BLOCKING. W/ APA RE( FOR SPAN F 7/16" OSB, SEE"HIP/R BLOCKING" 20'-0" MAX 20'-0" MAX * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS EQ. IN SIX" DETAIL BRACE TB01 I -CONTINUOUS BOTTOM HORD - t MIN N N N w 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 FOR FIRST (4) BAYS NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBOS REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs FISH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 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 [4:12]-[12:12] (SO FEET) (-) VALUE DENOTES SUCTION 840 AREA ROOF 1 2e 2n 2r 3 3e 3r A HIP -37.02 -51.06 -51-06 51.06 10 GABLE -37.00 37.00 55.99 •58.99 -58.99 -78.03 _ ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE), ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6"D.C.ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4' O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 INFIELD ROOF SHEATHING O SHINGLE; G 32" EXP.1 (422D) STILE: 'a32" EXP. 1 (�2o) uYJY 1. PER CODE ASTM F7867 RSR5-01 REFERENCE T08d (2 3g" x 0.113") NAILS '. 2.. WHERE THE SHEATHING THICKNESS IS GREATER THAN �3e, SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS43.10d (2%" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE R RAFTER WI BLOCKING @ 18" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 18" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W1 BLOCKING PER NAILING SCHEDULE. 71 4 A ann OOF > 20 TO 45 DE [4:12]-[12:12] WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAtUNG SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING ATALL EDGES. AMINIMUM le SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN IRS. O NAIL AT BASE 2 ROWS @41 D.C. w/Sd COMMON NAIL. O NAIL AT TOP PLATE TWO ROWS @41 D.C. w/8d COMMON NAIL. © NAIL OPENING PERIMETER w/ (2) ROWS 0 V O.C. w18d COMMON NAIL. DO NAIL INTERIOR AT 6"O.C. w/Bd COMMON NAIL. O STAGGER ALLVERTICAL JOI NTS6 WIL@4"O-C. NOTE: Sd NAILSFORWALL SHEATHING MUSTSE MIN .131*X2l1r. w/ Bd COMMON NAIL. DO NOT OVERDRIVE NAILS FASTENERS SHALL NOT PENETRATE O PLYWOOD SPLICES 0 HEADER- NAIL SHEATHING TO HEADER wl Od SURFACE MORE THAN Lx' COMMON NN US @ 4. O.C. (2) ROWS 0 TOP & BOTT. © (2)8d NAILS P3'O.C. TO EACH TRUSS END OR P VERTICAL MEMBER IF CABLE END. ��---♦ (2)-2xTOP PLATE BEYOND SHEAHINEXPOSUREi � � SHEATHING EXPOSUREI SHEATHING PROVIDE BLOCKING I II II AS REWIRED PER I 1i 11 SECTONX-X IF NOT _ I __ _ FULLHEIGITSHEET e CG © FLOORSYSTEM ---I�----�I--- II 11 II 1 II 11 I F Il I I' II II II SOLID 2x BLOCKING �D 1 9ALLSHEATHING III 11 II II II II I - EDGES III III I II III II II II I 1 11 I SEE SECTION X-X) p 111 III. Ifl C III II III 11 II. 11 D II 11 1 II 1 1 II 1 W �? III III OPENING III it II II I III C 111 III_ X II II I II II 0 y0 III III x II II I Ili E 111 ill 11 STUDS BEYOND. W O I11 11 II IIII II II II I w I111 IIII II II IIII II II' IIII 11 II II II 11 'll SEEPLAIN x� �� IIII IIII 1I II IIII I I II IIII II II II 1 II II I 7� IIII III I I II I. I I I II IIII III If II II 11 i US III 11 I I I I II IIII I t l I T 11 II 11 1 I I I I I N 11 I 1 ALLSHEATHING I 1 A 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 3? 19 SINGLE NAIL EDGE SPACING 'S' a HIS SPACIN 1? DOUBLE NAIL EDGE SPACING �wt' 2 91 Ew$� _a24 c. m "2x4 P.T. BASE PLATE BEYOND SEE PLAN .AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 62 SPF TURNED VERTICAL W/7/16- GLITCH PLATE TO W/ (2) 12d TOENAILS EA. END, NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS SECTION X X NAILS TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTORHHFDULE FOR, AWM9 XOMB-11.11DIA w/ 30'x 3G' Cow,ea Mle iwSSACTUAL CONNECTOR ID CONNECTOR UPLIFT FAS RNEPS NOlE6 1RV310 BEARING POINT UPLIFT DESIGN MiING 003S1C1 4$.00 f9P1Cfv.C1v.F51.E/. -F DUN& HSP-XTHN /I -900po[INS 1 - iPERIR smfG U.S. 910en 1-,/,' AGIIPDRIRGIA DOS,M1-on.P01. ROG pas lm NFEP36I NEIN6 1030p/1830N 1910ax 1-1/2" L/x. .RIGS D IN 1-1/2- AO] L/M/CONi .SGOkaslaa NE]P36/XETP36/HETPl6 IB10k/i01Qtl/I810b 19110a"1-1/2" 240C. QN CONi. ARG 91Od.1.] " (9)ICa ul 1/2 .21 L/M/fl .63]N"s less HEEAII/HET../PEP TPIISS MFR I..,/ISUIR Dex112 .1-002 L/M1, -332IXos INS HETP36/HEEAl6/H10A 1RSOb/181C.1INC. (9)10tlx11/2 9 10tlu] 1 2 OGS COM -316 Ras Las HFfAl6 2A"11COM BPI 5/6 ATR w/12 121(III Sl/2" EMEEDMEM w/SIMPSON. Y.03 L/P -4396No,INS MGT/iG@ 3965p/6)23p (AI 1/1'xR SOS SCPEWS "SET EPDXY0 MGT 12(1/2 x5 TITEN PNCHOP. '0 fGTP NO L/R .11711 orlas MGT /MGT 3965N/3965b (z211Da1 la EMBEDME / MPSON - (2211 axll/3 SET Epoxy TRUSS MANUFACTURER PROBUILD DATE OF WYOIR'. DAlF OF IAVSS CUT SHEEiS 1/]fll B NGLOWIONOAEREFERENCEDTOTAV55 MANVFPCTUPEfl'S iPU55 DPWING. llCONNEROPS ARESIMPSON PPOOUCfS N�> / I VAUL L ( , e 77 12 VAULT / 3/12 VAULT zz 1PP/F It/ 7 B GE01 SA A 10' Top of Beams by others ROOF CRITERIA ne" nvreu nun m enure u n S3 GE01 S-4 .12" OVERHANG ® GABLES U.N.O. -SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION SHINGLE LOADING T USS LAYOUT "All - SCALE; 1/4" =1'-O" SIMPSON - CONNECTOR SCHEDULE USP-CONNECTOR SCHEDULE MARK TYPE CONNECTOR&FASTENERS SPF SYP CONNECTOR& FASTENERS SPF SYP HETA10 w/(9)l Odx 110OR WA/8 W(10)10d x 110 OR OFRAMETO MASONRY HETA20 wl(910d x 112" 1810 HTA20 w/(10)l0d x 11? INS 1970 OFRAME TO H2^5A w/(10)Btl NAILS 535 585 Ri7Awl (1O)Btl NAILS. 515 585 'FRAME OFRAME TO H1GAw/(18)10dx 112' 1015 1040 RT16Aw/(17)l0dx 11IT 895. ION FRAME H10A-2w/(18)lWx I IWAT21SLYTRUSSES 93D 1080 RT16.2wAl6)10dxl Vr AT2PLYTRUSSES WS 1060 O FRAME TO MTS12w/(14)IWxl 12'(AT EXTERIOR 880 EXTERIOR FRAME LOCATION INCLUDE 3 I)12d TOENAILS DIEDMTWI2wO,HlOdx112'(AT LOCATION INCLUDE 3 12d TCENAILB INS RIGS OFRAMETO MGT wt(22)10d NAILS AND 61Wfi T,R.w/12" 3330 MUOTI5vA28)l0d NAILS AND 6/8''AT.R. w/ 3330 4495 MASONRY EMSEDMENTWSIMPSON"SET'EPDXY 3965 17 EMBEDMENT W SIMPSON 'DIETS EPDXY O FRAME TO HTSM14 10dx 11? AT EXTERIOR (N ( HTN20 ? ( AT EXTERIOR F FRAME LOCATION INCLUDE (3)12d TOENAILS 1126 I 1310 LOCATION INCLUDE (3)12tl TOENAILS ION INCLUDE 1185 1530 TO (2) HTS20 w1(48)10d x 1. 1?(AT EXTERIOR (2) HfW20 W(48)10d x 11?(AT EXTERIOR �FRAME . FRAME LOCATION INCLUDE (6)l2d TOENAILS 2250 2620 LOCATION INCLUDE (S)l 2d TOENAILS( EA) 2570 3060 HGT-2w1(16110d NAILSAND(2)SW AT.R HUGT2w/(16)l0d NAILSAND(2)6W M.R. O FRAME TO w/ 12' SMEEDMENT W SIMPSON"SET' loon w/14'EMBEDMENT w/SIMPSON "SET" 7020 9790 MASONRY EPDXY (HGT.3 FOR 3PLY) EPDXY (HUGT3 FOR 3-PLY) FGTR Y408)1/4'x 7 SDS WOOD SCREWS RFUS DO (12) WSS WOOD SCREWS AND OFKAMETO MASONRY AND(2)1? x S TITEN HD ANCHOR BOLTS 3400 4725 (4)3/4"x S WEDGE430LT 7100 LGT2w1(16) 16d SINKERS O(1) Ji FRAMETO &(7)i/4'x 2 lW TITEN2 17N 2030 MASONRY SEE NOTE#8 BELOW) J2 FRAME TO MASONRY/ (2)LGT2W/(32)1BOSINKER5&(14) 3500-M IA!' x2l/4'MTEN(2 PLY TRUSS) 4060id (2)LUGT2W/(32)16d SINKERS&(10) 19x3"WEDGE-SOLT(2PLYTRUSS) 3100-M 3100-M FRAME OR(28)18d SINKERS FOR FRAME(EA) 3240-F 3770-F OR(32) 160 SINKERS FOR FRAME (EA) 3800-F 4520-F FRAMETO (2)LGT3wl(24)1/4-x3"SDS SCREWS (2)1_UGT3w1(24)1/4"x2l0WS25 J3 MASONRY/ &(S)34r.EPTFTEN(2PLYTRUSS) 4730.M SMO-F g$70-M 6960-F .SCREWS &(4) SAIr xS WS(2 PLY TRUSS) 6480.M 6490-F 7050-M 7710F FRAME OR(52) 16d SINKERS FOR FRAME (EA) OR(56) 16d SINKERS FOR FRAME(EA) O BEAM TO HU410 OPT HUC410 M(18) 18d A(10) 1 Od 0#2680 HN10 OPT HD41CIF W(20) 16d&(10) IW G#3080 BEAM NAILS UNION NAILS U#1950 TO HU4I D OPT HUC410 wl V 8) TITEN G#45W MD410 OPT HD41 DIF w/(20) 1/4-x3- G03355 ©BEAM MASONRY TAR X23/4"&(10)1 Od NAILS U41800 WEDGE-SOLT & (10) 10d NAILS U#850 BEAMTO MASONRY/ HU40 OPT HUC46 w/(5)10d NAILS& CM1540 (12)l/4'x23M'TITEN(TOMAS.) U00980 0#3000 U#1135 HD46 OPT HU49w/18)1WNAILS& (12) 1W x 2 WIDS TAPCUNS(rO MS.) GB16 25 LX1030 G02015 U4850 FRAME OR (12)16d & (6)1 Od (FOR FRAME) SYP-F SYP4A OR (12)1Sd & (6) 10d (FOR FRAME) SYP-F SYP-M FRAMETO (2) HETA16 OPT (2) HETA20 iB20 1920 (2) HTA160PT 12) HTA20 1070 O MASONRY 1-FLY W V0)10d x 11?OR 2385 2365 1-PLY w/(10)10tlx112'OR 2430 2-PLY W/ (12)16d 2-PLY N'/(12)16d HTSM76 w/(e)10TAPOON9 D(4)1/4'x2.iM' 955 1110 H(WMlSW1(8)I0d NAIE-BOLT(4)lA�l 14' 1146 1225 TO OFRAME N MASONRY OR HTSM20 1W(10)10d NAILS AND (4) 114W 114- 955 1110 OR KTWM20TRI 00)10d NAILS AND (4) I9-X131V TAPCONS WEDGE -BOLT 1145 1225 OFRAME TO H10Sw/(6)8dx11?NAILSAND(2)31S'x4- 7SD MASONRY TYTAN HO gl0 DT5-TZw/(8) 1W x112' WS15 WOOD FRAMETO OTT22 wl(8)1/4"x11?SDSWOOD O MASONRY SCREWS AND (1) 1?B AT.R. EPDXIED W/ 1835 214E SCREWS AND (1) 11T9 A.T.R. EPDXIED W 1510 1835 SIMPSON'SEP' (SEE NOTE 44) SIMPSON -SEr (ME NOTE 4 HTT45 w/(26)76d x21?NAILS AND (1) FRAMETO '5 W(26)16d x21?'NAILS AND(1) 5/S 9 O MASONRY AT.R. EPDXIED w/SIMPSON *SET" 4375 Dow 5/8"0 AT.R. EPDXIED wI SIMPSON'SET' 5W5 (SEE NOTE 04 BELOW) (SEE NOTE 104 BELOW HTT45w/(1B)16dx2lITNAILSAND(l) FRAMETO HTT4 w/(i8)16dx212NAILSAND(i)S?0 ® MASONRY AT,R.EPDXIEDw/BIMP$ON'SET' W40 4235 SIB'S A.TA EPDXIED v# SIMPSON"8ET" -. 4100 EE NOTE #4 BE 910 (SEE NOTE NSELOW) LUGTt wl (23) Btl x1 1? NAILS RT18M wl (9)10dx11/2 NAILS 1, 876 1046 O FRAME TO FRAME HIOS W (24)ROd x112-NAILS 786 U O FRAMETO HM9KT wl (4) IM*xl 117 SDS WOOD 780 MASONRY SCREWS&(5)1/!'x21/4'TAPCONS TBD (4)1Wx1 L4*TAPCONS INS 1385 FRAMETO VGTw/(16) 114"a SDS WOOD SCREWS III O MASONRY (1)5/SE AT.R. EPDXIED w/SIMPSON 'SE' 3555 ,Np0 w/ IT MIN. EMBEDMENT (2)VGTW/(32) 19"x3" SDS WOOD SCREWS O FRAME TO MASONRY 8(2)619.0 A.T.R. EPDXIED wI SIMPSON 5170 7185 'SET' W 12' MIN. EMBEDMENT VGT w/(18)iM & SDS WOOD SCR EWSB XOFRAME TO HDU4-9DS16w1(10) 1WX21?BIDS WOOD 3285 4685 M(gT15w/(22)1ptl NAILS&HTT45 W (1&) 4180 FRAME SCREWS&(1)5/8'BA.T.R. 1Od NAILS&(1)SW8 AT.R OFRAME TO (2) HTTS M (62)16d'x21? NAILS & 4375 (2) HTT'2G 45 W (52) 16d1? NAILS FRAME (1) 5?9 A.T.R.(SEE NOTE#4) 6090 &(1) 500 A.T.R.(SEE NOTE 04) 5005 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS/BEAMS w/(2) 12d TOENAILS, 2 ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. 3. O.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS. SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP 012'x4' TO TRUSS VERTICAL WEB w/(2) ROWS OF I NAILS Q S' O.C. STAGGERED 5 12- MIN. AT.R. EMBEDMENT O CMU BOND BEAM U.N.O. e. SCAB TRUSS CHORD wSIDUT2x SYP #2(MATCH CHORD LUMBER SUE) w/(2) ROWS IOd 04* FROM END&IV O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCHASPOSSIBLE U. MINIMAL CONNECTOR LINO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF FLOOR TRUSSES TO MASONRY WALLSI LINTELS/ICEWALLS LINO ON PLAN 2. CONNECTION AT 24'OR 32"0.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FB12AR&I FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALUMCF WALLS/LINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 3F O.0 MAX W(2) AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICTvdTJI (IF APPLICABLE) LAYOUT E. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WAWSEAMS w/(2)12d TONAILS © MINIMAL CONNECTOR UNO ON FRAMING PLAN 1..� CONNECTION FOR JACKTRUSS TO WOOD WALL OR BEAM `C MINIMALCONNECTOR UNO ON FRAMING PLAIN ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSHI SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOUD WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH Bd NAILS AT 4" ON CENTER AT ALL EDGES AND THEN S" 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 CONST{2,lJC�TION 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 THIk-TffE TOU.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.STABTING , CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 FILE COPY C.M.U. OR ICE WALL II F i F-NY \ METAL DRIP EDGE + �IY.IYT.-2 x SU&FASCIA / o SEE TYP. WALL ALUM FASCIA ~ 2x4 P.T. FASTEN TO C.M.U. W/ 1. 1/2' LONG T-NAILS @ 2'-0" O.C. SECUREJ-CHANNEL 12" O.C. VINYL G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDINQ WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL a/4"=r-0" rH (N O 04 U 04 Z (U 3 C N N T3 0 I g w r a '5r WWW.FDSENG.COM ❑ ❑ ❑ Z E7 Z N ¢ n DO - Ln Z N V) 0 � � Y WO p i to c � E W L p V 3:p 0 4 .. Y7 ® DAMS HOMES iiCE FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 Z G LO � W/LJ O Y a) N 07 fn � M G) 0 _3 LU LO LL J m cn cn aV Model Name / Number: 1720 Plan Issue Date: Monday, January 25, 2021 ® KA PROJECT NUMBER: 20-9737 Sheet: 6 Of: TRUSS LAYOUT MS03 TYP. TIE BEAM W/3000 P.5.1. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 Vi- 10d X 11/2 SP8 DR SIPS FOR 2X6 AND 2x8 WALLS P T� .Td DOUBLE 2X TOP PLATE STANDARD. HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. It W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL _ EXTERIOR FRAME WALL 8" C.M.U. 2'x #2 SYP/SPF P.T. Vi (3)1/2" X a" "J" BOLTS OR (3)1/2' XS• EXPANSION ANCHORS OR (6) 3" X 1/4' TAPOONS OR (�L2S7/8" HILTI TIl � 2x BASE PLATE SEE PLAN FOR MORE INFO E ( /B G/SH AR) WALL TO N.T S. 20" MIN. LAP #5 REINF. BAR13Aq #3 OR#4 REINFORCING �,/e• #a & #4 1 ARP cP ICE " 25" MIN. LAP 05 REINFORCING BAR #5 STD- 900 HOOK #511P RPI ICE SCAl " MIN #6 REINFORCING BAR "GRADE 40 U.N.D. #61 AP SPLICE MS05 REBAR SPLICE DETAIL - GRADE 40 ATTACHMENT RE UIREMENTS .SIZE TAPCONS SPACING #ROWS 2 X 4 1/4" X 2%- 12" O.C. 1 2 x 6 1/4" X 2%- 12" O.C. 2 2x8 1/4"X2%- 12"O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 12) 2X P.T. —U > BUCKS W/ 1/2. O.S.B. BETWEEN i FASTEN PT NAILER TO MASONRY i IF DOUBLE 2X NAILER IS USED, USE 1/4"X 41/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL ARM & GROUT SOLID BAR CONT. RM85 12" LINTEL DETAIL 3/4"=1'-0" SIMPSON OTC AT EACH TRUSS TO WALL BELOW' BOTTOM CHI OF TRUSS STRUCTURAL SHEATHING 4 CONTINUOUS . #2 STUDS .C. WITH :NOR 32" O.C. FALL NJ.& I I WF43 I FALSE WALL DETAIL I NITS LINTEL BEAM: _ 1 COURSE LINTEL BLOCK W/ J. # 5 NONSHEARWALL SEGMENT BAR & 3000 PSI��II��I�TT����T�T� GROUT, MIN. 25" LAP (ACI 530) J�.LLLLLJ_LJ_L.LIIJJU.J_IU1J..>ZL TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL FILL all CELLS WITH 3000 P.B.I. GROUT ONE #5 0 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 NITS I MS02 TYPICAL SHEAR WALL SECTION W. O ( n 1 GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA, END 4. * LINTEL MIN, DEPTHS ARE CALLED OUT ON LINTEL PLAN, IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER, IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (a) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD. CONDITIONS. ANY LINTEL GREATER THAN 32' HAS A. GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F= RLLED WITH RE9AR ATTOP GROUT/ U -UNn an MIN. IS) R=RECESSED QTY.OF #6 CLERfl OFUNTM �60TTOM OT LINTEL CAVITY �. a TOP KNOCK OUI COURSE F16-1B/1T k } II [QUANTITY � GROIfT ti 'OMINALL OF WIDTH 46 RESAR AT *5 GAR AT TOPT BOTTOM OF CAVITY NOMINN. REMIT o MOM REINFORCING N T L PROVIDED IN LINTEL(VARIES) TYPF DESIGNATION e• INUYnmx rFNFRAI CONCRETE LINTEL MATFRIAI S { N@A1 INCTGI I ATl1M N/1TFc 1. Tc precast lintels=MOO Psi, i. Prwloe full buxtar haetl and bed joints. 2. Tc prestressed li is=ENO pa. 2 Sh-- IRAN! lydela eenequlni. 3. granted per ASTIR M76 Tg=3000 PRI w/ 1 ylatalleHOR 0 ini must comply VRh the ArtlfRecWnl arl structural drawings. 4. mmtlmum 3/6" eggtegate entl 6" tP 11' Slump. 4. U-Umate 4% melufactunc AM 51,/2' hng notches At the end W accommodate 6. Canada eaaonry tnXs (CMII)perASTM C90w/ ",Ocel cell esnfoning end grouting. MIMMM Ad area oamess3I'dRtrc-rWh=2000 Pet. S. NI (Ines I,%, or Udell L/360"Neel daeeden, exceptllntds 17' 4' and 6. Reba For ASTM ABLE Grade 60. Tang wMI orna lheWd da- meet a exaed L/180. P,eer.sirg wand pd ASTIR A416 grade 6. Bottom Said ailed rebarW M located At fire bottom of are lintel mllty. 7. 270 low milloo lon. 7. 7/32' dace ar win ednupa Are welded to the bottom steel for mechankN Anchorage. 7/32 wire Per ASTIR A610. & CawrPi Ace concede me, d lad cw In corapoehe lintel In lieu a amens S. Modd As, ASTIR C270 type M or S. ..ACI W{Its- 9. Safe Iced Ratings based on al desis, Iml per ACI 314 and ACI 530 10. RI `rQAxA AW..1 No. 156.1 1L The exterior audace of lintels Installed In extada cunaete masonry WaRs shall ham A ooatllg at stucco applied In moon. with asTM C 926 or War eppmed coaing. 12. Lintels lagged simuaeneausly with Val (g,aVlty and 1PIRM Aral hodzadal (401 awe atwyd As chacxad far do lne loading with iha tolll equator: Applied "dkal load ` APPIIed hour l betl < LO We Ice: low Sete hodpor lload R 10T01 WOO SRF6-0B/1T 8F8-08/iT a) © SRF141B/1T 8ry.&1B/1T �'b: •° O O ~'•' O 8F20-1B/1T O .O O O 8RP22-1B/1T 81724481'= FO O aF2816/1T .9 • O O all 1B/1T O 1 I` o k f . gg�^^�t+C�+O U N'T BRJCC PRECAST "U" UNTEL w/ 3000PSI CONC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL UNTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE F1 R ANCHORS (1 { f100K STD. 90 HOOK (TYP.) P Id RESAR ON BOTH SIDES OF OPENING U.N.O. PROVIDE KNOCKOUT BLOCK FOR FIRST COMPLETE CIVIL COURSE BELOW SILL & FILL SOLID :. W/ (1) #5 BAR FOR ALL ' WINDOW OPENINGS 8'4i" AND LARGER-� 000REE �s ANSLE ANGLE 30000 P.S.1 CONC. W/1 #5 DI}(. BOND BEAM REB/1R E 8"x 8" z 18° K.O. a' x LINTEL BLOCK FILL W/3000 P.S.I. CONC. 111 #5 1 REBAR INDICATES FILLED B" x e" x 18" CELL FROM FIG. TO CMU U.N.O. BEAM WITH 1 #5 BAR MIN, TYP. DOWEL 25" MIN. LAP (ACI 530) •,-.�:°:. SEE FOUNDATION PLAN SEE FOUNDATION FOR LOCATIONS. PLAN MS01 I BLOCK WALL REINFORCEMENT LINTEL PLAN SCALE: 1/4"=V-O" ELEVATION A _ g W t0 00 S i r a n 8 5 U OPNg CO aE �h $8 m�Nti (palmg8 a9n— U.)mS W O. a. W s pp Fop �s-' �EMR ®ISM''LL °o: o oc m d E5 IIPL v O O Z U7 F N PL9 s"555555 § r .9 WVM.FDSENG.00M ❑ ❑ ❑ 0 Z _ O o Z N Z V a — Ln Z N m -J y Ej 4—J W C O t4 C) w � VT � cTO F- � M U —'c l Frt5� O �y i 81 N QCk Q O DY0� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Information: `Job O F Z 1-4 c Un '1I O Y W q7 (n M oD D n00 m ® Model Name / NI tuber. 1720 0 FPIan Issue Date: Monday, January 25, 2021 VI KA PROJECT NUMBER: 20-91737 Sheet: S .. III LINTEL PLAN 0 SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) "/"x5" SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER, MIN. 6 PER TRACK TO JAMB. " , n „ (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL „ VERTICAL MIN. 5 PER JAMB. o ~ SECTIONAL a ® OVERHEAD DOOR fCONT. WOOD P.T. #2 SYP 2" X U, 7 r / TRIM o 2"x6" P.T. WOOD JAMB 0 N DOOR AND CONNECTION PER LCN GARAGE DOOR MANUFACTURER GARAGE SLAB Z TYP. GARAGE DOOR a TRACK MOUNTING DETAIL @ o a NOTE: DETAIL CD22 J 5-2 MAY BE SUBSITUTED FOR THIS 0 0 DETAIL- UNLESS NOTED OTHERWISE 2 MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. 0 a" g 0 00 B 00 rv° J J J $� g Dg 8m LL LL LL �9 � �.as ' BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH `o 3 PERMIT APPLICATION PROVIDE BAFFLES P s w W 8 m �, O BLOWN -IN R-30 INSULATION PER ' 12 AT EAVES (FOR VENTED ATTICS) w ]'g B g 00 m a Z a a 12 ' FBC AND ENERGY FORM SUBMITTED WITH RBAFFLES , FIBERGLASS SHINGLES OR TILE ROOF ELEVATION ) o p $af SLL O o � B SEE PLAN (PER e ° a O o � � .. PLAN PROVIDE AT EAVES \ OVER APPROVED UNDERLAYMENT g= B g' SEE (FOR VENTED ATTICS) \ PER FBCR 905.1.1 OVER APA o ` ❑ ❑ ❑ ,- VrWYGF9SET6.CAM FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD ROOF SHEATHING •SEE SCHEDULE- � TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT TRUSSES @ 24" O.C. [RSH] - ON FRAMING SHT. FOR SHT'G &FASTENERS. C Z g PER FBCR 905.1.1 OVER APA z 10 PRE-EN6. WOOD ROOF SHEATHING - SEE SCHEDULE- - ON FRAMING SHT. FOR , � „ , � - -- TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR IN z .% ¢� ¢ TRUSSES @ 24" O.C. (RSH] SHT"G &FASTENERS.- ` _ (' ) rn _. TRUSS ANCHOR (SEE PLAN) 112" DRYWALL FELT PAPER OR • • ' ETAL DRIP EDGE — Z N IR •Jf. TO BE INSTALLED ON OUTSIDE FACE TRUSS PLATE 3/4" P.T. NAILER Y 2x SUBFASCIA (TYP.) FRAME FOR BUILT-UP v' C!) (g ro Q) _ (i/�'' l)+ - — - _ _ _ _ _ _ :.�� SOFFIT. SEE ARCH. CORNERS min (3) 2x4 OR 1/2" DRYWALL PLANs 4x4 w/ 2x4 POST UNDER EA ' 1/2" DRYWALL tMETAL DRIP EDGE CURTAIN NAILER r M1 8 x 8 x 16 K.O. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" - C.i — �O N c ,,,• CONNECT ALL 2x STUD 2X SUBFASCIA 1 x 4 P.T.@ WINDOWS 1 x 8 P.T.@ S.G.D. ,^, n OH • LINTEL BLOCK W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH O.C. \ /ur)� '- 2 Y TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH. "U" LINTEL SEE ELEV• u 3000 PSI CONCRETE (TYP.) ALL SIDES / i ,, (TYP.) FRAME FOR COR- oO �/ oo \ NERS FOR NON LOAD U — N E '' ll��� PLANS PRECAST SEE SCHEDULE \�° v n v \ Z \ BEARING SIDES NAILED " _ v i • 1/2" DRYWALL FOR HEADER 51ZE "", (/v, v v, v v. , „ o __ SEE PLAN u < w/ 16d NAILS @ 8 O.C. U N o� vv vv \\ 0 v V. Y Q N o w is OPTION' O.H. 15/32" OSB EXPOSURE 1 ON EXT. WALL W/ ALL EDGES BLOCKED. (1) C X 8" _-BOLTS (1) CENTERED EA. \ (TYP-)4 COURSE r-• f®� [ DAMS HOMES MAXIMUM OF (3) - 2X PLATES MAY BE SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. �' SIDE W 2" WASHERS / D w/ CA.F.F. \ / CMU BASE FILLED w/ CONC ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4" OF 16d 6 W/ (4) VERTICAL RENF W/ (TYP.) - „ e ,,., ,!, A.I' - L,IIANCE PLY ATTACHED W/ (2) ROWS NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44' MAX. SILL HGT. ON A e FILL CELL -(1) #5 DIA. HOOKS INTO FTG & AT TOP ,• COUNTY FLORIDA CONTRACTORS LICENSE N0. CRC1330146 ALL BEDROOM WINDOWS. REBAR W/ 3000 PSI PLAN Al -Al OF COLUMN �_.cs'C� 3000 GULFBREEZE PARKWAY CONC. ALL LOCATIONS riocc GULFBREEZE, FLORIDA 32563 SHOWN ON FOUNDATION VINYL FRAMED WINDOW w/ SCREEN (G.C. TO VERIFY W/ FLOOR PLAN H &FLOOR PLANS DIVISION LOCATION: LOCATION OF OPENINGS IN u SIMPSON LSTA30 SEE FLOOR PLAN PORT ST. LUCIE EXTERIOR WOOD WALLS. IF NO w 11-10d TO BEAM FOR BEAM SPEC. ♦ Job Information: OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). & TO FRAME BELOW NOTE: 44" MAX, SILL HGT, ON J ALL BEDROOM WINDOWS. r VINYL FRAMED WINDOW WINDOW STOOL A' W/SCREEN CEMENTITIOUS DECORATIVE PER SPECS n PRECAST CONC SILL FINISH 7/8" THICK PER ASTM C-926-98A u r ^ P O PAPER BACKED FOIL R-4.1 u , , F ■L„� V • WALL 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK N ; MORE INFORMATION). SEE TB13 PER FBC AND ENERGY FORM V l EXTERIOR FINISH - 1/2" DRYWALL ON SHEET 6 SUBMITTED WITH PERMIT (SEE ELEVATIONS) Z 0) FOR NAILING INFORMATION FOR APPLICATION U7 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. FIG. DOWEL #S DIA. REBAR 17" IN CONCRETE - 25" EXTEND 530j ABOVE w > a N � m AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER (ACI SIMPSON HETA20 A2 Al BUILT-UP CORNER MIN (3) 2X4 uD WITH PERMIT APPLICATION O.C. HD) w/2" WASHER AT 32" O.C. WOOD BASE SLAB. ALL LOCATIONS SHOWN ON FOUNDATION PLAN w/10-10d TO COLUMN POST R 4x4 POST w/ 2x4 UNDER ' ' EACH % � L Y 0 m m a WOOD BASE —� MIN. 6" FROM END - SEE FOR TERMITE SHIELD END OF EAM ' ' ` O 0M8 SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR J_ O FOR SLAB INFORMATIONOF-SLAB_ TOP SLAB INFORMATION TOP OF SLAB _ _ — _ — NOTE: ' ' 2 X 4 P.T.PLATE . `� BOTTOM STRAPS MUST BE ° j M 'W^ r�^ u' _I W U) W VI Model Name/ Number; *to INSTALLED ON INSIDE OF OD '- GRADE COLUMN. DO NOT BEND ,, •, v t , GRADE �� { STRAPS UNDER PLATE, v �,,a*� 1720 1 # N PLACE STRAPS IN FILL v \q ♦ Plan Issue Date: CLEAN �j iv O o SEE PLAN FOR 4, iv ,••� „ CELLS w/#5 REBAR ,r "�•�•` COMPACTED RE -BAR QUANTITIES FIL ED w/ CONCHS E PLANB OR FILL 1 • ° - ; ,'; - SIZE. TOP OF COLUMN BASE - Monday, January 25, 2021 ---------!SEE 'FOUNDATION 2'-0" AFF VI KA PROJECT NUMBER: 20-9737 _ 16" SEE FOUNDATION PLAN FOR PIG REQUIREMENTS SEE PLAN PLAN ' • NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS Sheet: Of: DETAIL -UNLESS NOTED OTHERWISE CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. TYPICAL FRAMING WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-0" WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=1'-0" DETAILS m � ro m Q u u (2) 2 x 4 LAMINATIONS W/(() (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED L6d ROWS OF STAGGERED 16d COMMON WIRE NAILS (D=0.148", L= 3") OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) (D"OA62', LP 31/2")OR EQUAL (1)=0.162".L=3L/2")OR EQUAL 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4PLY. PROVIDE 1/4'DIA. x 51/2" LAG OPPOSITE SIDES OFTHE COLUMN, SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OFTHE LAST L4MINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2- CONTACT FOSOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. VERHANG FOR OVERHANGS BETWEEN 5/8" TO 1 1/2- NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. 2xB 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 7/16" O.S.B. (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLK'G. TO OPENING G.C. TO O.S.B. W/ 2 INSTALL (3) TITEN HD. W8d EA. END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW CONNECTOR REQUIRED SP4 AT (3) 16d SEE PLAN COMMON FOR WLL �24" O.C. NAILS(TYP)—p HGT. CMU, NON N-i�� II A • ' PER • ' • % �`�/ 111�� / F It ��/ 10 �1 1101 •1 ••�.�,III • • 1 • A TOENAILS EACH END TYP. !2x4 SPF CONTINUOUS• ! ©ATTACHED TO . • :. NAILS. SEE DETAIL ABOVE ELEVATIONSEE • R ROUND/ SQUARE TRANSOM BOX HEADER--/ EACH END WINDOW OR DOOR OPN'G CMU PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C.DOUBLE 2x4 (2)12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) 4g" �ZA: 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. W/ 2x6 �* NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50% OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. TOP & BOTT. NOTE: @ ALL OCT. 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 APP4ED71 NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL SIMPSON DTC AT EACH TRUSS TO WALL BELOW' BOTTOM CH( OFTRUSS STRUCTURAL SHEATHING 4 CONTINUOUS PF. #2 STUDS O.C. .T. WITH JCHOR T 32" O.C. WALL WF43 I FALSE WALL DETAIL NTB OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. WOOD BEAM SEE PLAN FOR SIZE SIMPSON HUC410 OR (2) HUC210 II ,1 I TO BUILT-UP COLUMN " �J SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C, EACH PLY ^ (SHOWN AS x 4) (2) SIMPSON HETA20's W/(12)-16d EA. TO COL. ALT: (2) MSTAM36 STRAPS /BOTTOM SPLICE TYPICAL BLOCK CENTERED w/ (13)-10d NAILS / OVER STUD WALL u 4 Ea TO COL. . TIE BEAM WF17 TOP PLATE SPLICE DETAIL 3/4"=1'-1 * 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) 1 (3) (2) (2) 3 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. — TOP AND BOTTOM * WHEN STUD LENGTH 15 LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP IOd NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" 0/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE r�IF9U1llMVA' 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 OPTION A SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO SIMPSON HUC410 — BUCKET SEE ROOF PLAN FOR MORE INFO SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO EXT. OUT BEAM TO SUPPORT TRUSSES IF SPECIFIED ON PLAN , , I i , I SEE FLOOR PLAN FOR COLUMN SIZE & ; BASE CONNECTION INFO ---- ---------' 1/2" OSB FLITCH PLATE OPTION B REQ'D ONLY WHEN INDICATED ON BEAM SCHEDULE/PLAN SECTION A -A SCALE: 1 112" = 1'-0" AA SEE PLAN FOR TOP OF BEAM BEAM SIZE & SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO- 0, 0 SEE FOUNDATION PLAN FOR MORE INFO CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. «r 0 FOR °LlANCl 0cc FILE COPX G= de_ �_8 1 m e IH i5C103 +`< 1�• a � 0 W ,ya0qa LL LL LL q 3YN O- off_ wa- G� p� 0- W N g]l9-0m.Gpc m5 � O�D?Ix W09-w2 ¢ 0 m2W U J f!) VAN1/W.PoSENG.COM ❑ ❑ ❑ - LID gIIIII10% W z — Z 0 o" N J � V zcq N V) o «° V CL O c F L{D f U o Q �s a M nAM4M 4AMQ4M FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: ror000 0 z �LO W 0 LO 00 N m C.)m o a 0 _3WZ) m o Jm00 U0 i VI Model Name / Number: 1720 VI Plan Issue Date: Monday, January 25, 2021 VI KA PROJECT NUMBER: 20-9737 Sheet: Of: MS18 I RETROFIT WALL OVERHANG DETAIL I N.T.S. I WF39 I TRANSOM DETAIL AT ENTRY 1/2" = V-0" WF09 I WALL HEADER DETAIL N.T.S. CD11 COMMON BEAM ATTACHMENT I N.T.S. TYPICAL WALL DETAILS TO BE LESS THAN OR EQUAL TO 45- *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING 2X4 #2 SYP BLK'G @ 16' O.C. W/ MAX 9" UNSUPPORTED (2) 16D NAILS EA. END. SEE (RSH) SCHEDULE FOR SHEATHING ATTACHMENTS. IF > 9" 2X4 #2 SYP (MIN. FIRST 4 BAYS), [-BLWG @ 16" O.C. MINIMUM 2"x4" CROSS BRACING (SEE PLAN FOR LOCATION) (3) 12d PER JOINT BOTTOM CHORD BRACING 2"x4" MIN. '601 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 TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D JACK TO PREVENT SHEATHING TRUSSES. SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) ROOF (2) 120 NAILS SHEATHING AT 12" O.C. MAX SEE PLAN (- 2X4 BLOCKING BETWEEN TRUSSES SFrT. A -A ALTERNATE TO BLOCKING TRUCTURAL SHEATHING RIPPED 2X4 SYP #2 NAIL TO TOP CHORD OF HIPPED TRUSS W/ 12d NAILS @ 6" O.C. -7 HIP TRUSS `B03 HIP / RIDGE BLOCKING DETAIL N.Ts CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING X-BRACING - 2x4 SPF OR SYP w/ (3) 12d @ EACH TRUSS WEB T1302 TYPICAL CROSS BRACING DETAIL N.T.S. PRE-ENGINEERED VERLAP TRUSS BRAC WOOD TRUSSES—\ AT LEAST ONE TRUSS MINIMUM (3) 12d PER JOINT MINIMUM 2"x4" SPF OR * SPACED AT 10'-0" MAX SYP TRUSS BRACING '1304 TRUSS BRACING OVERLAP DETAIL (TYP) N.r.s TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROWDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING 15 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 OFTRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREATHEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (OB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACINi SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'C" 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 BRACING SHALL RE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. S. PROVIDE TRUSS BLOCKING AT ALLTRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS VERTICAL SCAB 2X6 #. W/ (4) 12d TOP & BOT OR HCLR/LL IN PLACE REQUIRED 0 RAFTERS B 2X4 BLOCKING BETWEEN TRUSSES W/ (2) 12tl NAILS \\, ���/ 0 EACH END, CONT. EACH BAY r BLOCKING STRUCTURAL SHEATHING SEE PLAN FOR CONNECTION I e 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2}12d NAILS 0 EACH END WALL BELOW (SEE PLANS FOR TYPE) — — TYP. WOOD TRUSS BLOCKING @ RAISED HEEL DETAIL SEE SEE PLAN LATE TOP PLATE 2x STUD WALL SEE PLAN CONV. FRAMED RIDGE MAY BE NAILED w/ MIN. (4)12d WHEN T LANDS NEXT TO PRE-ENG. TRUSS-7 3 TO 4 TRUSS SPACES SECTION B-B 2X8 BLKINC NAILED 0 EACH SIDE w/ (3)12d NAILS WHEN REQUIRED w/ (2) MTSiTS 2x4 AS SHOWN ALTERNATE DIRECTION NAILS TRUSS TOP PLATE VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4) 12d TOP & BOTTOM OR H5 OR HCLR/LL IN PLACE OF (4)12d REQUIRED 0 RAFTERS GREATER THAN 8'-0" COLLAR TIE EVERY 3rd RAFTER BEVEL CUTS (OPTIONAL) 2x4 SPF W/ (2) #7X3-1/2' WOOD SCREW EACH TRUSS OR HS @ 48" O.C. PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL WOOD .*. 2X8 #2 SYP RIDGE BEAM AT 8 -0" TRUSS MAX - 2X6 RAFTERS 0 2'-0"O.C. MAX. w/ (3) 12d COMMON TOENAILS TO RIDGE BEAM 2x4 RAFTERS FOR SPANS LESS THAN GONC. MASONRY 4 FT @ 2'-0" O.C. MAX W / (3) 10D STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM 2X4 CoN. AT BEARING SUPPORT T & 8 CHORD A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING '806 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S 8d NAILS ® 4" O.C. IF> 9" CONT. 2X4 #2 SYP W/ (2) IOD X 0.1319 8" O.C. EA. SIDE WALL AND ROOF SHEATHING, SEE T513 FOR SPECIFICATIONS 2x4 $yP L BRACE FOR 2x4 SYP OR SPF CROSS BRAC GABLES 3'-0" TO 5'-11" TALL. APPROX. 8" FROM RIDGE 2x6 SYP L BRACE FOR THEN 48" O.C. AFTER. NAIL w/ AT 45F6 A� GLE. GABLES 6'-0" AND TALLER. CROSSING1EACH ATTACH L BRACE W/ (NOT REQ'D WHEN GABLE IS 4'-1" OR SHORTER) FASTEN (1) SIM ON HGA10 12d NAILS @ 4" O.C. CONT 2x4 SYP OR SPF SPANNING (4) RACE CONNECTOR FROM GABLE TRUSS TRUSS BAYS 18'-0") NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. w/ 3-12d TO CHORD (MIN BLO K/PLATE NAIL GABLE TRUSS 1ST 4 BAYS) 1 TO TOP PLATE W/ 16d NAILS @ 4" O.C. 2x8 .T. PLATE 1/2"x8" ANCHOR BOLT 4 BAYS 2x4SYBETWEEN R AT 48" O.C. MIN. SUSSES � 48 KNOCK OUT COURSE O.C. MAX. FASTEN TO EA. TRUSS w/ 3-12d NAILS EA. MASONRY WALL END NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE TB18 FOR ATTACHMENT TRUSS w/ 2.12d AND 1 OVER JACK TRUSSES, SEE SIMPSON HSw/ I PLAN. 10-10dx11/2" NAILS FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"x11/2" " SIDS WOOD SCREWS GABLE NAIL TOP OF "T" 2x4 BLOCKING w/ 2-12d TOENAILS END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ BELOW, SEE PLAN. 1GO x 1 1/2" NAILS @ WOOD FRAMED WALL @ DUTCH GABLE GE01 GABLE END BRACING N.T.S. SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS- \ N SIMPSON A34 OR (USP MP4) @ 2'-0" ON CENTER 1/2"SPACE SEE PLAN FOR MORE - INFORMATION 2x4 S.Y.P. - @ 16" O.C. 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 \ / Y Y BETWEEN TRUSSES / \ @ 24" O.C. MAX.w/ (3)12d EA. END (TYP TB1S EXTERIOR NON -BEARING WALL DETAIL N,T.S. FOR _, ';ALIIANC 4;gg; ���ryryC�^OUNT" FILE C®PY S gB m$$ B ti 00 1- 7 wog N 8 00000 g F Q 22g *J * RE U m LL LL LL M -c fjcwa U) �" 4p iwit � d y y Bm�`Ko O gz ¢ 11rns ! i 5 E�8 o w woo 9 1 LL W am m m G rqUUI6 0 p y o 5�W U J N YWYW.FDSENG.COM ❑ ❑ ❑ z Z cps — O S Z N p C ¢Y� J 7 a LO Z � M CI#)� _NIIJ w Plv)p O 01 w i to CVa�n t!1 go) J U -cmvE i � U ®C 00 Q N o w `i W goDAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION; PORT ST. LUCIE Job Information: 0 Z a O Lc) w N �t M 00 J d) _1 W m _I 00 U) U) LO LL VI Model Name / Number: 1720 Plan Issue Date: Monday, January 25, 2021 VT KA PROJECT NUMBER: 20-9737 Sheet: 4 Of: ROOF FRAMING FAND BRACING DETAILS Madmum Fastener Sodng (Jambs, Head and Sill) 6" THERMA-TRU INSTALLATION \\\\\ KEY DIFFERENCES CHECK LIST Rough openings are 114" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN, THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. S n r—n SPA EVE L� 6" 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITES SINGLE DOOR W SIDELITE JA fE EV SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. O m TOP OF SLAB cip Z I III -II °I I°. Ira. II ° 1 f - Ir - If I V ° M VI o z I ' ' 16" MIN. DIAMETER !° CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. G 31, SPACE EVENLY i Pie Aopq Oeck 1�I\� \II�III,IIilll!�■ NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8° MIN HEADS.6 PER SHINGLE. PcotO"y Wall Framing: #2 SprulelPirre/Fir Or Seller \ Screw Minimum Penetration GlaLnq eead 33/6° Cross Section View num rr ° — I I EMerior aheaMng Saes o , M"d"0 \ A`sP OAP Ooussa use Goutse Meter bell /\brit �Ce roUC� �// N -Wes elmnn ro•»„rmeM Ma,rce NlFad,I,uaM/nnflatl,Inn /a,w..w.,a". w.r."a eetvef 7" s w use In z9' n0 valley cm dine ° SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY LOCATIONS) URED, PAINTED rrTER. WALL FlNISH BEHIND FLASHING AND EXTENDING A MINIML M OF 6"ABOVE GALV. VERTICAL RISE OF FLASHING ERTICAL WALL.nS41NG MIT LX6"H 'ONT. AT NNEEwALL ENTRY SHINGLES FLASHING DETAILS 6" HORR. NOTE: THIS DETAIL IS REQUIRED sHrvG 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 WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU j4 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 GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S IF # • ill ! • a if 9 9�I TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 41n WIDTH OF ROOF CEMENT flnmP ED URIF FLOE FLPNOE. ORIF WOE SHALL 3E :ALLY FASTGNW A MAXINUM OF 121n ON VHERE TFE Vasd AS DETERMINED IN M wTTH SECTION R3012.13S130 MPH HI OR GREATER OR THE MEAN ROOF HEIGHT 33 FEET (10,058 min), DNIP EDGES SHALL BEIi :ALLY FASTFNFD A M UM OF 4INGHES R Pmlet the blacks from watches and spiel Livnag¢ unlit cors'vuttion is complete Sep i Measure to be sure the opening Is 3W to IIr larger than the window au both vertically and horiv ntaly. a You may wish to pra•dnN the Insteadem holes In the fin at this lime, MLe nh:lJedAa4shtlie Rp as areilo< Shl2 Apply a generous bead of Skeels W the badalde of themmmtrg fin. Use eagh silicone W suRidentfy fill all wilds between the fin and the wall sheathing. Sep 3 Insert the Mail into the opening ham tM ouMtee. The widow is laaeled "bedde and "outide", but house leash him been removed, the qlaring bid should always be 0 the Inside of the buljdjng RV4 bstall shims under the all, adjusting them mid the tat is plums In the opening, Shims should be Installed under the all every 2feet. The window should be basically centered in the cesinfing with no make than 1/4'gap between the window and wall framing. Step 5. Insalla#10a 1-Vr screw 4"from the coma of the flu at eatlh aM Wthe feed, sill and botlh mess. Sep 6 install the re net nirg fasteners In r Increments from the caner screws tome caner of each have member. Use care net to ever - tighten the spews and pull them through the fin. Also, make sure the screws go in straight and do not cause the fame to bow. Wall baring should beta minimum of #2 Sprg*PMyFr. Fasteners should be#10 saays ofwffldentImp, be achieve 1-3/6" pan(nto the wad and ho lesstan i/2"troa Mhaml . Fastener QUMM s needed In each side of f M to achieve r spacing Sp 8 It desired, a loam Insulation on be applied to tlhe Interior gap aa'Neen the windw+and wall fra ing..If applied, M rstabe Me NON EXPANDING iYPk FOAM. Sep 9 Since these windows are typically used In rooms wan high mdshaeeh ie; bathrooms, it is recommended that the Merin gap between the window and wall framing also be SUM with silvnro and tootei so as rKKto mtafere with the i sallaton a wallboard, file or trim. Sep 10 Once all constructs n is complete, arrow the bubble wrap from me Inside and outside of the window. v necessary, clean tit Males will a mild daeme t and warm water usim a wit cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Pressures Method Roofing: 1st Choice COADE UNTY APP. IKO IndustrUsS, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: Florida Meal FLAMCO Products. "Off -ridge i Inc. I ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING TAMKO No PRODU S #30 ASPHI 2nd Choice Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 1 x i 6X 2nd Choice +30.0/-32.0 CLOPAY 8 X 7 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-CORP. I GLAZED FIBERGLASS DOOR I INSWING end Choice +67.0/-67.0 THERMA TRU-CORP. clsaconl Acc nnnn FLUSH I OLITSWuu RING UNDERLAYMENT SHALL BE APPLII ATTACHED IN ACCORDANCE WITH R905.1.1 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS 2X BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. m v o frS P W10,00 ro [Q a. " W O O rS c hL LL LL 0r$m�s wet a g8 lt v4-1 "1 05 r ,y ¢ i w 3 Fi 'rd 5 � e W D° .�•I � O 2 H NE g et ffi 4€A Z m a a de a ge a S5 ¢ N o Approval # § I N E wNN`h-FDSFN%COM ❑ ❑ ❑ W — z N 4) 0- 10 Q ? h a N — L`jn z " Ul NAIL, I FL21580.1 R-1 a--J O w FL12328-R8 c t/) Ln � J o U i. oho FL16546.1 U ¢ N ° FL15279.36 ` 11 DAMS HOMES - FL20461.1-' FLORIDA CONTRACTORS UCENSE 140, CRC1330146 FL20461.19 a 1. 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: 1st Choice +0/ -146.3 The Tapco Group I 7" Staggered NAILS 1/2" LONG WITH 1/8" DIA. SHANKS & 3/8' DIA. HEADS FL20403.17 PORT ST. LUCI E Shakes AT 0" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N.A. N.A.VI 2nd Choice SHALL BE BEYOND WALL DRESSING Job Information: Windows: 1st Choice +40/-50 MI WINDOWS 3` 0 SERIES Singe Hung on SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN, 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS FL 17676.1 R9 MI WINDOWS 3540 SERIES +40/-50 Single Hung (flange) OF NSTASUFFICIENT TION THROROVIDEUGH 2X BUCK USE #S WOOD SCREW OFBUCK. FL 17676.8 R9 3540 SERIES +50.0/-50.0 MI WINDOWS PlMure wintlow SUFFIENT LENGTH TO ACHIEVE fah" INCH MINIMUM EMBEDMENT FL18644.3 R3 I'll SUBSTRATE. O Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11.4 Horizontal FL 15804.2 M-1926 IM MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM LO m EDGE DISTANCE W > y r d' N cn M 0 Fixed Glass" • oD a OJ a 1st Choice +50.0/-50.0 S BLOCK DDW'WITH 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR MIN. 1 A" EMBED. TO ALL FACTORY DESIGNATIONS FL18644.3 R-3 2nd Choi TDESIGNATEDH ALL HOLES NOT OA 00 LUMELE/B E CSUFFICIENT 5/8" MIN. EMBED. INTO WOOD BUCK. J ti. J (III W '2 rri (ahnino Soffit: 1 +55.0/-35.0 KAYCAN LTD I I1 BEADED 1 1 1/2" NAILS 10" O.C. IN 1st Choice SOLID SOFFIT VINYL DIRECTION OF SOFFIT LENGTH Hurricane Panels: HURRICANE STORM 24 Ga. DIRECT MOUNT. TOP 1A"-20 MALE PANELMATE W/ 46 PSF EXT/ Galvanized 1st Choice 46 PSF INT. PANEL MF( INC. Steel Storm WINGNUTS AT 123/2" O.C. BOTTOM 1/4"-20 SIDEWALK Panels BOLT W/ POWERS CALKAN I have reviewed the above components of cladding and have approvecj their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 VI Model Name / Number: FL16503.4 R-3 1720 Vi Plan Issue Date: FL16293.1 Monday, January 25,2021 KA PROJECT NUMBER: 20-9737 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN As FOLD UP WEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS ' MECHANICALLY ESSARY LYF CORNERSTHROUGHFOLDUP WETHE& WEATHER RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS ` RESISTIVE BARRIER SECURE BARRIER R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall SELF -ADHERED FLASHING DOOR ROUGH OPENING TO BE USED. envelope shall. Include flashing as described in Section R703.4. , /'WEATHER WINDOW UNIT /' RESISITIVE R703.id Water resistance. The exterior wall envelope shall be designed and constructed In a manner that prevents the BARRIER WOOD FRAME CONSTR. SLOPE accumulation of water within the well assembly by providing a water-resistant barrier behind the exterior cladding as TAPE s EXTERIOR WOOD FRAMED FLASHING 3/4"•I"BEAD OF CONSTR. required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior ctodding. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER O�3 ID : 12.0 In SELF ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) R703.2 Water -resistive barrier. One layer of No, 15 asphalt felt, free from holes and breaks, complying with ASTM 0226 WALL BY JOIST IN. UP JAMB 6, USE LIQUID NAIL BRAND SELF -ADHERED FLASHING PRODUCTS DETAILS for Type 1 felt or other approved water -resistive barrier shall he applied over studs or sheathing of all exterior walls No. 13 IL wix"ow •, OR EQUAL WEATHER PROOF CAULKING asphalt felt shall be applied horizontally, with the upper layer lapped Over the lower layer not less than 2 Inches. Where WEATHER SELF -ADHERED FLASHING /� EXTERIOR WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. joints recur, felt shale be lapped net less than a Inches. Other approved materials shall be installed in accordance with the RESISITIVE / CEMT. FIN. barter alstva harrier manufaa continuous t Installation Instructions.isand rThe ed at asphalt felt a other approved w ages I la �( PER FBC-R CURRENT EDITION 703.7.3 barrier material shall eq continuous to the top of walls and terminated ri ed In Section and building appendages In a BARRIER ( ) manner to meet the requirements of the exterior wall envelope as described In Section R703.1. SEAL TOPS OF JOISTS UNDER DECKING SUBFLOOR R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required In Section R703.2 and, where (SEE DETAIL WP07) SELF -ADHERED FLASHING applied over wood -based sheathing, shall include awater-resistive vaporpemteable barrier with a performance at loser WIRE LATH equivalent to two layers or Grade D paper, The individual layers shall be Installed Independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain HEAD FLASHING TIE-IN INSTRUXTIONS: RIM JOIST 1. Out, fold up & TIE-IN secure weather to the water -resistive barter is directs between the layers. resistive barrier above neade secure a weathewfor r installation Refer to the number marked as in each detail that corresponds iD the 2. Self -adhered flashing plus head flashing under weather BUILDING numbered items in the list of instructions below: Exception: Where the water -resistive barrier that is applied over wood -based �eathing has a water resistance equal to or 1. Install self -adhered flashin in order as shown by numbers greater than that of 60-minute Grade D paper and Is separated from the stucco by an intervening, substantially nonwater resistive barrier /1 PAPER g absorbing layer or designed drainage space. 3. Fold weather resistive barrier back over head flashing and (}7�) 2. Install flashing and weather resistive barrier to form water shedding laps seal with tape 2 2 8 VI� 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, R709n Flashing. Approved metal flashishion r vinyl flashing, with M self -adhered membranes and mechanically lions.Met attached shalflexible flashing shall be applied shingle -fashion or In accordance with the manufacturer's Instructions. Metal Bashing shall be Scale: NTS SELF -ADHERED FLASHING embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant- Fluidapplied membranes used as flashing shall be applied In accordance with the manufacturer's SELF -ADHERED FLASHING SELF -ADHERED FLASHING W P 02 T�A PO 3 scoring CUfS instructions. All flashing shall be applied In a mahaer to prevent the entry of water into the wall haply a penetration of FLANGED WINDOW W PO EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILO POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and water to the All ex er structural framing components. sealed-ad membranes used a flashing shall comply with FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIERelf AAMA o th All exterior uctur l taro products shall be sealed at the puncture with the building well with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 80 a ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluld-applied membranes used as flashing In ADHESIVE 6. Fold as shown b arrows exterior walls shag comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved EXTERIOR SHEATHING 3l4"-1" BEAD OF CONSTR- INSTALL SELF -ADHERED ASPHALT Y flashings shall be Installed at the following locations: ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight t0 comer 1.Extedor window and door openings. Flashing at exterior window and door openings shall extend to the surface of the (SEE DETAIL WP01) 8. Mechanical fasten as necessary exterior wall finish a to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically 04 REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING ry LETTER ON CHEMICAL SCORED RELEASE PAPER attached flexible Ilashirhgs shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed N COMPATIBILITY , In accordance with one or more o} the following: u'1 (BEFORE FOLDING, SCORE N SELF -ADHERED FLASHING, '0 RELEASE PAPER TO EXPOSE I.J. The fenestration marmfaeturer's Installation and flashing Instructions, or for applications not addressed in the SELF -ADHERED EXTEND A MINIMUM 6" ADHESIVEA3 SHOWN) fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing 3 FLASHING VERTICALLY FROM Instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. BOTTOM OF THRESHOLD Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the exterior wall finish or to MECHANICALLY FASTEN AS s z � the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing a protection NECESSARY IN CORNERS THROUGH at the head and sides. m SECTION -A SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional - (SEE DETAIL WP02) C /�-� 1.3 In accordance with other approved methods. o SELF -ADHERED C! \ 1.4 In 300 oawith 11MA/AAMA100, r FMA/AAMA/WDMA 400.A/ AAMA 20, FMA/WDMA 240, FMA/AAMA/ FLASHING V Z ' SELF -ADHERED FLASHING 2. At the Intersection of chimneys or other masonry construction with frame Or stucco walls, with 5 projecting lips on both sides under stucco copings. NAILING FLANGE 1 © (^t , 4 3. Under and. at the ends of masonry, wood or metal copings and sills. 2 SEAL TOPS OF JOISTS `J 6 4. Continuously above all projecting wood trim. t' n C � DO NOT FLASH OVER UNDER DECKING 2 7 BOTTOM NAILING 8 (SEE DETAIL WP07) FLANGE S. where exterior porches, decks or stairs attach to a wall or floor assembly of wooddrame construction. g 5- �5 ® s F Q ° 00 � SELF -ADHERED FLASHING SELF -ADHERED FLASHING S. At wall and roof Intersections. € 8 c m -O g M" i F SELF -ADHERED FLASHING IWPO4 WP05 WP06 HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 7. At built -In gutters. `gym s =N W a �" rill 0°'�'�° a ��22 ca W m� a���� tj_G S } orn ?tea' Z C) O SELF -ADHERED FLASHING < < T m N o,~ D G ®IS Ip tO �Nm � Q 1103 DECK PROTECTOR sea €' Z" n Ln SHEATHING - 7/8" Cement Plaster 7/8" Cement Plaster s T sg a o o o in accordance with in accordance with m9 Z N „.; ASTMC926 ASTMC926 W F VAIMSDSENG.CON ❑ ❑ ❑ - 05 �. SELF -ADHERED "' ' '" backed metal Felt backed metalLo FLASHING PATCH Felt back _ M lathe in accordance lathe in accordance with ASTMC1063 z with ASTMC1063 - o 0 Z o SELF -ADHERED FLASHING • r Buildin Pa er 9 P z« w 10 DECK PROTECTOR -`- g p • Buildin Pa er Z _ .. o 7/16" O.S.B. 7/16" O.S.B. J � sheathing ( sheathingUn DOUBLE Keep top edge - to 0 m Metal of weep scrP d ( j� m SINGLE JOIST Fleshln g 2" below t0 of V/� W 9 JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1 -' 31/2" block V _ _ . � . 2 Unperforated Vulcum �/ O 3"MIN Flange 7/8"4 Wee cauk bottom �vL) M . p Screed joint only U = n E w ; 5 > , Maimaln Metal Flashing 0 O Bottom of 3-1/2" Unperforated RED FLASHING WP07 PO SELF -ADHERED FLASHING W P O Q APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN W PO Weep Screed Flange 7/8" Weep Screed c SELa Y a \H0ADHE;DECK JOIST OUTSIDE CORNER Q ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE 1 1/2" t0 2" SELF -ADHERED INSTALLATION OF THE BUCKIRECEPTOR. Above Roof 1 /2" Cementltlous ¢ ni o Sheathing Decorative Finish A GAMS HOMES bR • o, All Inside and outside corner will FLORIDA CONTRACTORS UCENSE NO, CRC1330146 9• need to be miter 3000 GULFBREEZE PARKWAY EXTERIOR WINDOW UNIT cut and caulked all CEMT. FIN. Cement Plaster butt joints need to GULFBREEZE, FLORIDA 32563 in accordance ° ° " becaulked using DIVISION LOCATION: BUILDING PAPER SLOPE SLOPE with ASTMC926 Vulcum caulk for all PORT ST. LUCIE SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in over wood 2nd 0.3 in: 12.0 in (0.6 cm : 30.5 cm) (0.6 cm : 30.5 cm) floor Job Information: -- - SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING `- " - EXTERIOR CEMT. FIN- O BUILDING PAPER WIRE LATH 1/2" Cement Plaster Finish 7 c SELF -ADHERED FLASHING Block W ° C) 2 10 Perforated \\ M WIRE LATH ? o, Flange 1/2" Weep / co 3 P BUILDING PAPER Cement 4 ' Screed 7 o � a Plaster � ir BUILDING PAPER L ~ V � over block 0 J w= M o at floor J m 0 (1)m 1 EXTERIOR Install bottom WINDOW UNIT CEMT. FIN. Slab Model Name /Number: edge of weep screed 1" below 1720 finish floor Vf Plan Issue Date: OPTIONAL DETAIL V MondayKA PROJECTTNUMBER: uary 21 UMBER: Note: 20-9737 $ $ 0 The building paper and metal lath Sheet: WP Of: must be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING W P 1 O SELF -ADHERED FLASHING V1/P 11 SELF -ADHERED FLASHING W p 12 the wee Screed. SCALE: NOT TO SCALE CEMT- FINISH WINDOW HEAD CEMT. FINISH WINDOW SILL CEMT. FINISH PARAPET WALL p WATER PROOF DETAILS 5" bath duct to roof cap w/ standard 70 cfm bath for �---_—_—_eM _.— i COVERED PATIO I 14' O' X 10' 4• 42X42 A/, C SLAB II I i BY BLDR 'MIN 2' FROM WALL ---- 25 5H 2!5 $M DBL 25 SH 2868 EGRESS MASTER 10x6 1 wcd BEDROOM — 105 _ _ VAULT OWING d------------ 6• _ 10x6 1wc --� ---- - __ 105 -- - - " L 6" 16x16 rag 9: I LOPE DINING ;14 $ 1 wcd ; 4" 16' CEILING 210 2 8,� I I 25619 105 Fil 10x6 1 wcd 10x6 1 ; j } 105 8x4 1 cd ; 50 SVAU T LINGEe vAu GI ILIM = DRY VENT r Ox6 1 wcd TWM ROOF u vAU CEIUN ........... . ........... ......... i :NICHE AT 42' 8x18 fbra A.F.F 45 HALL / }� BED M 2 CEILING n �q, U LTCEILING - IG 10x6 ..�wcd j I 6 1x10 rc ....... .. N------ S.Z4 Y 1 2 rag j L 4x 1wcd - 4 a ly JEE vAumcc 25 Lo ----------i'4,'� ..__. X' 66S 1 2x12 rag 14x8 1 wccrl 130 BEDROOM 3 6'-0'DLG. MYFA ?:I sap-D• wNcl 11 10 3. X3 A TRANS ABOVE EH ELF(V..� I DBL 2�J SH I CENTER OPENING ON WALL COV'D ENTRY I I 2668 y8t lwcd 7 IIL 4 CEILINI 45 � PS ,H 02 I i 4" dryer duct to roof cap _ w/dryer vent lbox ------------ ATTIC ACCESS ; LOCATE IN RED `_ 2i _S 35 _MIN_ 3A5 O F.D. SHWR • W,H. VERIFY LOCATION OF A/C W/ BUILDER 5" bath duct to roof cap w/ standard 70 cfm bath fan 3 CAR GARAGE 8' CEILINB - ------------------ I I 1 i I i I I I r i I I I I i I , I � I I I I I I � I I I I � I � i I i I I ; I I I I I I I I I 8 X? OVERHEAD DOOR 1611_7_OVERHEAD DOOR D NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS L Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS .1-3 FLOOR PLAN SCALE 1/4' = L'-0- ELEVATION A Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value.` AREA CALCULATIONS 16t FLOOR 1729 B.F. TOTAL UVN0(ACj 1720 SF. SAME COVERED ENTRY (BASE) COVERED PATIOLLANAI 6.4.0 S.F. 67 S.F. 140 S.F. TOTAL AREA UNDER ROOF 2537 S.F. Rating 5 - p"IL �pgi®q'or�1PLIANCE LLJ k•. e a OUN7'Y Z 0I L I� 0 Cn ._...-o LLJ U Q Q� i � � N� Q CAI m Z co U N �- Wry — m Z 0 Z ® w J Q 1-- m � Q o < � /�� n-1 ��'�