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HomeMy WebLinkAboutBuilding PlanTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BARING 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 AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5 PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY, 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 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 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) BUILDING CODE ACCESSIBILITY I 7TH EDITION (2020) RESIDENTIAL FLORIDAFLOR DA BUILDING( NATIONAL ELECTRICAL CODES (NEC EDITION BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE-.(ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 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. 7. HIGH STRENGTHS FIRST SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. B. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E3016 ALUMINU SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL. IS THE I REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE 1. CODE RE 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 WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fm - 2000 PSI) 2. MORTAR SHALL BE TYPE "S" , CONFORMING TO ASTM C27014A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476.10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS 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 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR SOFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9• TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLASH WITH TOP OF WALL ROOFTRUSSES* 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/12O 71/240 TL/240 TL/240 COMMMENTS: *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" ** * TL MAX 1/2" GENERAL ROOF LOADING WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1 ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISO, STRUCTURAL WOOD FRAMING MEMBERS, ILE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O.. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED. AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE. ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-0 GROUP 1 ARA 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 SO 0 10 0 10 0 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NON•CONCURRENT) 20 50 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED WALL SHEATHING 7 16" STRUCTURAL 1 OSB EXPOSURE 10R 15 32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED TOP CHORD LL 40 (PSF) 10 COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 151FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT s 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+)VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ®0 (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 O 50 (+) 24.8 (+) 24.8 *O O (•) 27.1 (•) 31.1 O O (+) 23.4 (+) 23.4 100 (-) 25.7 (•) 28.8 q DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" () 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (A 96.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY WIN 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 THEWIND-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 ?a, ' C%I ° Cz c N N gFS fop � w if7 a~C 4 m# xcU €1 M3 f •, J J J � LL LL LL tu Q w d FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURERS TOP CHORD OIL (PSFj - a0 r' FZ w INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT, FLUID- APPLIED MEMBRANES USED AS. FLASHING BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES �� mpg€ a SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD DL 5 (PSF) ,5 n s a N IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE 33 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 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN F °0 3 PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING CARE AND MAINTENANCE w0 It- � ; I W M. m g 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. COMMMENTS: YEARLY MAINTENANCE AND INSPECTIONS BY THE BUILDER C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) /HOMEOWNER ARE NECESSARY Z Z m d a k MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) FOR THE FUTURE LIFE OF THIS HOME. CARE MUSTBE TAKEN TO CHECK WINDOWS AND G m 0 c N Cg 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) DOORS FOR CAULKING, REMOVE LEAVES AND DEBRIS OFF ROOFS, MAKE SURE THAT WATER 2 m TO THE SURFACE OF THE EXTERIOR WALL FINISH.8 APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) FLOW IS AWAY FROM THE HOUSE AND HAVE YOUR HOME REPAINTED EVERY 3 - 5 YEARS �' Sia wwx.rosous.caM 0 IJ D • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. TO PROTECT THE COATINGS. THE DESIGNER AND ENGINEER OF RECORD ARE NOT. LIBRARIES • 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 AN LATEST EDITION. READING ROOMS - 60 (PSF) RESPONSIBLE FOR THE UPKEEP OF THE HOME AND WILL NOT BEHELD LIABLE FORLO • 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) INSTANCES THAT MAY OCCUR OVER THE NORMAL LIFE OF THE HOME WITHOUT PROPER .N Z • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, MAINTENANCE. �J • 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 0 HAND RAILS (d) 200 (PSF) - O ,o n 3.}� Z N g CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) E to m (T� S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) Q fl • AT WALL AND ROOF INTERSECTION. m • AT BUILT•IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) � ;z a y STAIRS 40 (PSF) •- - N UPLIFT CONNECTORS FOOT NOTES z 3 z N d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG �,�. J///���, �V) m 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. a! TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A VVV///" f[j 'r'�• NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. V uoo MORE INFO. O w i FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: V) �M 1. MISSED 7" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the intent of Designer/Engineer listed In the tltleblock of these W = o E ' ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2' 2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed m� PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to _ r= o 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED RERAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to c THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to a N d m a m INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to DAMS HOMES 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the 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 TO FOOTING). 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)'A'x 21A" TI7ENS 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 MASONRY AND (7ylOd NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LES (USE (2).MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS 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 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" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER for reimbursement by the Designer/Engineer without advanced 3000 GULFBREE2E PARKWAY PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY 70 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. V Job Information: 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS DATE DESCRIPTION !�I DAMS HOMES II.LI aLO � o a Of Northwest Florida® > 2: U OD 0 _j LLB D � LL _jmcncn Model Name / Number: 3000 u"ULF�REEZC PARKWAY GNULFF�I�C�C➢ �®I��DA �3325�3 fl3 �01 rro �Il "�D K- Plan Issue Date: Cape COMpL U TyTuesday, January 18, 2022 .ST" LV BQCc KA PROJECT NUMBER: MODEL 2020 21-10142 Sheet: � Of F'I COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(pl0 7pp 801'fOM ND BWS 18" (2)16d TOENAILS (2) led TOENAILS SPF UPLIFT BW2 SP2 W/ (6)-10(1 SP1 W/ (6)10d 18" STUD, (6)1Od PLATE STUD, (4) 10d PLATE SPF 402 BW3 18„ (2) SP2 W/ (6) 10d (2) SP1 W/ (6) 10d SPF 803 STUD led PLATE STUD, 4 10d PLATENO _ FBW41 161, 12) led TOENAILS (2)16d TOENAILS SYP UPLIFT BN/5 SP2 W/ M-10d SPS W/ (6)-10d 16" STUD, 6 10d PLATE STUD 4 10d PLATE SYP 439 (2) SP2 W/ (6) 10d SP1 W/ (6)-l0d BW6 16„ STUD 8 SOd PLATE STUD, 4 SOtl PATE SYP 878 NO BW7 12" (2) led TOENAILS (2)16d TOENAILS SPF UPLIFT BW8 SP2 W/ (6)-1Dd SPS W/ (6H10d 12" STUD, IS)100 PLATE STUD, 14) 10d PLATE SPF 535 (2) SP2 W/ (6)10d SP1 W/ (6)AOd BW9 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 1070 BW10 12" (2) led TOENAILS (2) 16d TOENAILS SYP 0 BW11 SP2 W/ (6)-1Dd SP1 W/ (6)-10d 12" STUD, (6)10d PLATE STUD, 4)10d PLATE SYP 585 BW12 12" STUD (8) 10d PLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP OF WALL .{i SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE M903/S1 FOR NO UPLIFT CONNECTORS ERG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BEIGNORED. CONNECTION INFO 2x MM-SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PAN / TALLER THEN 8'-0' SCHEDULE ABOVE F.F. SEE FOUNDATION -'. - .------ - - PLAN FOR MORE 2x P.T. W/ 1/2" A.8 @ 32' O C W/ 7" INFO EMBEDMENT OR 1/2- A.T.R. W/ SIMPSON SET W/ SW= SH EARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. :- REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. - 7/16" OSB PLYW'D W/ SAME EMEDMENT SEE ERALBNOTE#8 BRIG. WALL DETAIL W/8d NAILS AT IN FIEID AND EDGE.GE. GE GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME �A STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF#2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW' IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3.10R 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/ ad NAILS AT 4. O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7, ALL 2%EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE S. IFTHE BEARING WALL IS INDICATED WITH THE DWI, BW4, BW7, 3W10 THESE WALLSARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2xPATE CAN BEATFACHED 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 PATE TOACHIEVE THE TABLE LOAD. loA 0,148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4) - led TOENAILS 0 DTT22 W/ 1/2- WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4" X 11/2- 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1 OR (4) - led TOENAILS 0 DTT2Z W/ 1/2" WEDGE C4 (4) 2 x 4 SPF #2 ANCHOR* & (8)1/4" X 11/2" 2145 SDS SCREWS CS 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR* * U = 6665 2200 SYP POST & (12) - led NAILS 6 x 6 P.T. #2 ASU66 W/ 5/8" ATR* • G -120GO CS SYP POST & (12) -16d NAILS U = 2300 8 x 8 P.T. #2 AEt188 W/ (21. 5/8" ATR* ` G = 2433b C7 SYP POST & (18) - led NAILS U = 2320 Ce 3.5x3.5 P.L. 1.6E Fb=2400 PSI HDU5SDS2.5 W/(14)1/4-x 21/2" SDS INS & 5/8° EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3-5 x 525 P.L HDU5SDS2.5 W/ (14) 1/4" x CB 1.8E Fb=2400 PSI 2 1/2' SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF E.XT.1 ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Fb-2400 PSI HDU8-SDS2.5 W/ (20) 1/4" x 2 1/2" SDS AS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** 011 5.25 x 5.25 P.L. 1.8E Fb-2400 PSI HDU&SDS2.5 W/ 120)1/4" x 2 1/2" SDS WE & 7/8" EPDXY 7870 (WOLMANI�EXT ANCHOR, OR ATR*** 7 x 7 P.L.HDU85DS2s W/ (20) 1/4" x 12 1.8E FbL22 1/2" BOB WS & 7/8" EPDXY 7670 WOLMA $ANCHOR, OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNC. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/&3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR $' EMBEDMENT FOR 7/8- ATR 5. IF LCJ COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL CIA- / LENGTH PNEUMATIC GUN COMMON w- GUN APPUCATION NAIL DA4-ENGTH NAIL SPACING ad 0.131" X 2 lb" 0.131- X 2'h" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131" X 3" SE PLAN BLOCKING & TOE 0.148" X 3 -A" G.131" X 3+4- NAILS & TOP PATE 12d 0.148" X 3'A" OA31" X 3'A' 8" O.C.(COMMON). STUD WALL e" O.C. GUN NAIL CORNERS SCtl 0.148" X3- 0.131" X 3- 8. 0.C.(COMMOF) STUD PACK 6" O.C. GUN NAIL COLUMNS S6d 0162" X3+h" 0,131'X3'A" (2)180(COMMON) SEE PAN (3) 16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M1 OSB FLITCH PLATE, NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA1.6 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)- 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) BM OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ I2" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 711W CONNECTION: PROVIDE (2) M OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON 14ETA16 TO CMU 0 C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)- 1 3/4' x 111/4- LVL CONNECTION: PROVIDE (2) 2.oE Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4" x SDS WOOD OR (2) I OR HETA76 CMU S @ 1 SCREWS @� 16" O.C. TYP. U. N.C.ON COL U. N.. ON ROOF PAN. N, EACH SIDE. (2) -13/4" x 117/81, LVL 2.0E 195-2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4". x 3 1/2" SOS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL U.N.O. ON ROOF PAN. (2) - 1: 3/W x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (21 M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4' x 31/2' SDS WOOD SIMPSON NTS20 TO WOOD POST SCREWS @ 16' O.C. TYP. OR (2) SIMPSON HEFA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 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 AL HEADER NOTE #5 WI 1/2" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 12" FLITCH PLATE THIS SHEET O(2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET (2) - 1 3(4" X 11 1/4 ATTACH TOGETHER WI (2) ROWS 1/4" X 3 1/2 HS LVL 2.0E Fb--2600 PSI SDS WD SCREWS 016" O.C. TYP. EACH SIDE (2) - 1 3/4" X 91/4 ATTACH TOGETHER WI (3) ROWS 1/4-X31/2' H6 LVL 2.0E Fb--2800 PSI E 16" O.C. TYP. EACH SIDE sOs wo SCREWS � HEADER SUPPORT NO. OF JACKS& STUDS RED. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2xS WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (1) (2) (1) (2) W-10 . 9'-0" (2) (3) (2) (2) 101-0"-16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE list FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN S. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 1.2d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. ELEVATION NOTE: AT ALL FRONT ENTRY COLUMN LOCATIONS USE THE FOLLOWING: SQ. CMU BASE W/(2) #5'S F. W/6X6 POST W/SIMPSON 166 W/ 5/8" ATR & (12) 16d S IN CENTER W/COLUMN WRJ ELEVATION FOR BASE HEIGHT 160 MPH OPENING PRESSURES qg_g" ENCLOSED -EXPOSURE B 10'-2" A +27.6 / -29.9 © +27.6. / -37.0 10'-0 20'-6" g•-0„ 9'-9" © +26.5 / -28.8 O +26.5 / 34.4 CD11 $-3 6. 6" O +24.8 / -27.1 O +24.8 / -31.1 ---------- - - - - - - ---� O +24.3/-27.5 O +23.3/-26.0 1 C6 BM3 • BM3 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND I NOTE: SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES COVERED PATIO I LEGEND 20 x 10 BMg WALL BMS O I I m m FRAMED WALL 2,-0„ BEARING FRAME WALL ;:B I © I O W/EXTERIOR SHEATHING ALL 2X EXTERIOR WALLS 'h 33 SH 35 SH O DEL 25 SH ATTACHED PER NAILING SCHEDULE ACT AS 2868 SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. Z / of Z In J- a 00 HOSE MASONRY WALL " BIBB 3'-0" 3' / 668 OWNER G.T. - - - - - -\BATH L7EDLLG.--------- �_-_ _-_______ - - - --------- ---( GENERAL NOTES -- 4 I 1. R302.5.1 Door from garage Into house must be a to minimum 1 3/8" solid wood door, solid or 3 X 5 O honeycomboore steel door, or 20 Minute fire rated door. F.G. OWNER' BEDROOM GREAT ROOM VAULT CEILING SHWR o o e 2. Bathroom exhaust fans must vent to the exterior o n the building, exhaust to attic Space and Soffits is not VAULTED CEILING acceptable.. Ventilation shall be permitted to exit through 12'-0" 15'-10" " the soffit if solid soffit Is Installed 5'-0" on each side of 11'-10" the venting. I 3. R302.6 The garage shall be separated from the z I °P w reiw Science and it's attic as required by Table R302.6. F " From the residence and attics by not less than 1/2-inch O , (12.7mm) gypsum board applied to the garage side. N w I j I be separed from II roomslot > WSw 01 habi abler oneath oms above by nGarage less than 5/8 inch t`ov z I g.2 (15.9mm) type X gypsum board or equivalent. Where ? the separation is a floor -ceiling assembly, the EDRO M # 2468 structure supporting the separation shall also VAULTED CEILING 1R/15H NOOK protected by not less than 1/2 inch (12.7mm) I gypsum board or equivalent. 501 BD VAULT CEILING cr2 1 in 4'-6" 2'-4" 10'-10" I 4. R312.2.1 Window sills In dwelling units, where the 6' -2" top of the sill of an operable window opening Is located O less than 24 inches above the finished floor and greater = than 72 Inches above the finished grade or other surface 2665 1R/1SH - _ - - - - L _ - _ - I below on the exterior of the building, the operable window shall comply with one of the following (3 listed methods]. " - _ _ - _ ry0 1R/1SH , (N 1R/1SH ' 45 DEG. 5. R308.4.2 All windows within 2'-0" of doors and in 2668 (TYP.) 1 PIE(, shower or tub areas will be safety tempered glass. N cH FIBER TUB 1 LASS o 6. Ceiling for exterior entries and covered porches to 12'-10" 1'-10 3'-8" 4'.8" 2'-6' 8'-9" have 7/16". span rated DEB nailed per zone On roof diagram nailing schedule or 5/8' COX. 36" FLAT BAR ' I TOP ON 341h" IX T&G acceptable for substitution. A O I 10' CEILIN WALL 7. EC: R 4 Access doors from conditioned spacesto W BEDROOM v #3 = i� rn " �_ unconditioned uncondttioned spaces (e.g., attics and crawl spaces) ) stripped N _ VAULTED CEILING m o ,' - -_- } -_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ shall be weathe and insulated to a level N w ? equivalentto the insulation on the surrounding _ _ _ _ _ _ _ _ _._ _`_a -- - ----- _ _ _ _ _ _ _ _ OOR, PER ------ _ _ _ _ - to G " _ _ _ _ _ _,_ -- II i __ i surfaces. 8. M1502.4.5 Duct length _ T - _ ACCESSIBILITY `/' D/W _ - The maximum allowable exhaust duct length shall be ' CODE `� BL. I ' 09 determined by one of the methods specified In sections N " o? i SINK, M1502.4.5.1 through M1502.4.5.3 N fN CI _ 9. Ceilings for exterior entries and covered porches to be O O O 7/16" DEB on underside of roof trusses shall be DRYER VENT w p attached to all framing members with 2x blocking _ do °D T H RU ROOF m KITCHEN 4 t2 z t O provided at perimeter. The OSB shall be attached w/ 8d nails at 6" O.C. field and 4" O.C. at edges or 7d screw OP m HANSON BOX n MAX LGT 35'-0" n `v VAULTED CLG. _ shank 3" O.C. field and 4" edges. Vinyl ceiling to be � tv @ 36" AFF attaches to OSB per manufacturer specifications I � aP O VERIFY 12'-10" ' I WASH DRY LOCATION W/ BUILDER to " N 1 N V,' cc w .-1 p/ 2 (V Iti '1) i �i ' 4 two N Z BEDROOM #4 LAUN a �a VAULTED CEILING 10' CLG. N ��W toO -r N w < n 2'-2" 011 LL 2868 2668 'o :z LL 3'-0" 5'-0" 4'-2" 1 , W.H. 29' 4" ,-6" g-g" , 12,.2„ NOTE: BUILDER TO PROVIDE A/C SHADED WALL TO " 1 APPLIANCE PROTECTION IF SEE ENERGY FORM r0 8 REQUIRED BY MUNICIPALITY. FOR WALL INSULATION" SEE SHEET 4 FOR DETAILS REQUIREMENTS m / At - _ --------�- --- ------------ --- j _ - _ _ _ - ry ao -\ --------------• tQNING ROOM I ATTIC ACCESS CZ VAULTED CEILING LOCATE IN FIELD ,_____; MS03 l�y�l S-1 10'CEILING IN MS03 \ G.T.I G.T. ________ S-3 &1 WF01 \ o o H1 S3 o " I 3 CAR GARAGE © coos \ 8' CEILING 53 '----------------*------" EGRESS O \ ,___ _____________LINE_OFGARAGEDOOR_______________, w/TRANSABV. " „ ' aP PER ELEV. •,4„ 25 SH 25 SH 1 C 04 S3 ENTRY BM ■ OP 10'CEILING S12 I ' ' 16" SQUARE 4'40" 4'-611 2%4" o S-2 S12 S-2 GDLOMN CD21 AREA CALCULATIONS HOSE BIBS 2020 S.F. ' 1st FLOOR L 1 8 x 7 OVERHEAD DOOR 16 x 7 OVERHEAD DOOR TOTAL LIVING (AC) 2020 S.F. -- GARAGE 593 S.F. 2'-0" 16'-O" 2'-0" 8'-0° 11'S" FLOOR PLAN 20%0" 19 $ 10'-0" SCALE: 1/4" COVERED ENTRY (BASE) 34 jL = 1'•0" 49%8" ALL ELEVATIONS COVERED PATIO/LANAI 2 TOTAL AREA UNDER ROOF 2847 S.F. � • J '= r � Z, -, dd d F �fi-gg N Ion -6 ,tsar I N UJ a Lq �b`E' �DO ms s1$a L O��m m m v e{7 g O $.g WNIW.FORENG.COM El El 1:1 z Z g _ g Z " O 41111 Q a L Z n m 2 Q� uJ y w -o m .12 , VT UO6 h U-c4E r 2 k i.�'i 0p� -& _©� t Q N 6 DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 OULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: 1..1.., 0 Z, C j eH O 0) O cCo m LO ci I O) GI U 1-YUm o _I M U) U) 00 L ♦ Model Name / Number: ♦ Pian Issue Date: Tuesday, January 18, 2022 ♦ KA PROJECT NUMBER: 21-10142 Sheet: 2 Of: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTION IS TO BE USED. REINF. GRADE SEE PLAN OD / .J 2 a FM01 I SINGLE STORY FTG REINF. SEE PLAN 1) #5 REBAR (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" GENERAL FOUNDATION NOTES (U.N.O.) CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTION IS TO BE USED. 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. CURB FOR VAR'.ES F.F. 2 4" 2500 PSI CONC. SLAB W/ SX6 10/10 W IN M, OR RBERMESH MASONRY @ ELEV. .' — - /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ W/ (1) - #5 BAR CONTT.. MANUFS INSTRUCTIONS AND NM284 FOR RBERMESH OR NER414 FOR FIBERMIX, OVER 8 MIL VISQUEEN VAPOR BARRIER. /n " * ' GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. x 3 m INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO I ", 2 STORY: 20" X 20" BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FIG. REINF. cw r ` W/ (3)- #5 CONT. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. SEE PLAN r, �.,: , 4 CONSULT W/ MANOR SPECIFICATIONS PRIOR TO POURING OR 1/2" = 1'-0" 1 FM02 I SECTION @ GARAGE FM03 I THICKENED EDGE 1 1/2"=1'-0" (") SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE GAROF GARAGE DOOR. EXTEND 6"BEYOND F.O.M. EACH END, TYP. I . FIN. FLR. I mll ALIGN DRIVE W/ BOTTOM OF RECESS &PITCH DRIVE. cw , , 2 STORY: 20" X 20" 4" CONIC. DRIVE W/ 1/2" EXP W 3) - #5 CONT. JOINTS 10' O.C. TYP. 16". (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1 1/2"=1'-0' 2x BRIG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN FOR MORE INFORMATION) SEE PLAN # 5 REBAR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O.ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 10-APART. FILL CUT W/ APPROVED IOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION- 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95%OF MAX - DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. MARK SIZE DEPTH REINFORCING OAP, Ibs F1,p VV X CONT. 1'-0" 2 05 E.W. SOT. 2000 2' -0" X 2' 0" 1'0" 3 05 E.W. SOT. 7700 F2.5 2'4" X 2'E- 1'-0" 3 #5 E.W. SOT. 11000 F3.0 1 T-W X 3'-0" 11-0" 4 #5 E.W. SOT. 15GOD — 1'-0" F3.6 31-61 X 3'-0" 1'-0" 4 05 E.W. SOT. 2150D Fq,p 4'-0' X 4'-0" 1'-0" 5 05 E.W. SOT. 280M F4.5 4'-6" X 4'-B" V-4" 5 05 E.W. SOT. 34500 F5.0 5'-0' X 5'-0" 1'4" 6 #5 E.W. SOT. 42f00 F8.0 8'-0" X8'-0" 1'4" 7 05 E.W. SOT. SILBOO fV } T e4 2.95 REBAR FM11 STEP DOWN BRG. 1/2"=1'O" FM12 STEP DOWN NON BRG. 1/2"=V-O" n SEE PLAN W 6" o NP. SEC. IFY) i 1) 2 45 CONT. 2 #5 BENT BARS W/ N N MIN. 25" LAP SPLICE FLR. 0 DRAIN MINN. #5 CONT. =r-o" FM1$ TYP" STEP FfG. DETAIL i/2"=1-0" ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE SEE PLAN E CONTINUOUS AROUND CORNER _ #5 NT REINF. BY COLD BENDING THE BAR WITH SEE ND. FOR MIN. BAR LAP OF 25" QUANTITY -0 - #5 X 25" X 25" " CORNER BAR ONE �+ E FOR EA. HORIZ. iN REBAR, TYP. U.N.O. r (2)#5 REBAR 16" A/C CHASE 2 STORY: 20" X 10" 4" PVC SLEEVE THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2"=1'-0" FM23 TYP. FND PENETRATION 1/2"=r-0' STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS LAT.IN IMUM F.C.SPACING(D.C.) d 1 STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT (h) STEM WALL O'O"-2'-O" 8" 10" 16" 201, W/ (2) #5 BARS <674# 6'.8" >2'-0"-3'- 4" 10" 10, 20" 24" W/ (3) #5 BARS 674# 5-4" >3'4"-4'-0' 12" 12" 32" 32" W/(4)#5 BARS 845# 4'-0" >4'-O" - 5'-4" 16" 16" 48" 48" W/ (5) #5 BARS CONT.. & #5 0 18" O.C. TRANSV. 1162# 2'B" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NnTFS- SEE CHART ABV. -MAX. F.C. SPACING (O.C.) W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED I EA. VERTICAL REINF. BAR, 04 TURN BAR 0 STEM WALLS GREATER THAN 4'-0' (1) #5 HORIZ. CONT. TIED I EA. VERTICAL REINF. FIN GRADE 8" MIN. TO TOP OF STRIP FlG. COMPACTED CLEAN FILL IN MAX 12' LIFTS STRIP FIG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) ,s 6 COVER p 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 i 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 ERT. F.C. ABV. FDN, #4 TURN BARS ARE REQUIRED 0 EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM E NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #s 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 0 16" " y C O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" " - 6" h " TALL (TYPICAL ALL CORNERS) ,c. S.IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS •SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. / 5 WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO ' SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL FMASWISTEM WALL SCHEDULE SCHEDULE NTS LEGEND 0 - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING M 0 9' 0" W M 20'-6" 10'-2 " V 1 , --------------------- ' I , , , , I I I I 1 , I 3,-4" ( 2'•10" 3'-6" 5'-2" 4,-4" 3'-8" '4" 7'-0" 3' 0" , I , STEP DN. 1 ; •.�_______________ ___________ --__-------_----_---__---_-_-___ --_---__-__-_-___ _________ ___ I 'y,W_C•"' FM01 FMO ; HOSE i 3 3 HIGH 4 1 3,-2„ e 1 1 1 1 r T LAV FMO i �n 11;3X5 Il;irr n 1 II ; F.G. I ■I� SHWR- JI' I 1 L- i 1 fl — — J. :� � , r---------- - ----- -- ' , 1 1 1 1 ■ , � 1 , M , O '71 1 , m , , o r ,7f I ■ 1 1 I , N ' ■ , , a � 1 1 - 1 W ; TUB o, ; v UNIT -- -- , lVTR , .'----------------------�-- Ir0 V. r ,,, nAI (' ,FMOi o eG - ro 7%0" 3'-0" , 16'•8" `O T•1" 3'•9" 12'•2" , m , ■ -----Y-R --- -- ■ - - Ls JNn4L: ; - VERIFY I r I o LOCATION ; I I WASH III DRY I M W/ BUILDER I I I L J I I _ _ L a, "II , A" / ■ZIFORHVACUNIT PROVIDE CHASE 7y 3VERIFY LOCATION YL_ _ __1j ---------------- -----------------" w , 1 , 1 1 1 1 ,-------------------------- : 1 ull�' STEP DN. 4" rrir' of 1 , IT I:I I A/C 1I in J II , ; I I L'•� _ � JJ ; 1 , , 1 1 1 1 I 1 1 1 i 29'4" i `p 1 _ , ■ 1 , I m , 1 1 I 1 3 , 1 1 ■ 1 3 , 2-83'-10"-0" w r--- -----'-r------'----------- C.J. o--------------- ---- - , ■ 3 STEP DN. ■ ' NCl s N ■ III ■ ■ a I ; I =p �a Lz a , , 1 9 HOSE ' 3 I I (2) #5 BARSI (2) #5 BARS------------------ _-------!_� W/INEA.FC.1 WAN EA. F.0 FOUNDATION PLAN. SCALE: 1/4" - 1'-0' ALL ELEVATIONS .-4„ 81-01. 2,-0„ 20'-0" 49'-B" 09 9 19'-8" 11%8" J g, . g ¢ FCIEL3 III t- 00 igh � va x 4a € g5og,Ap & 4S. r-- W S. �M1Z y n. map S 11 «>P4 `LL w Rig tL g3 �M M1 LS 1111JyemO O D) 8 LD W z z g 0 z N Q Z lw J N ` a W Z N co�"� w v � � m O W c_ f6 V m c4 E ... L�`+� \/=op u 02 �.�. Al r%A MC YAM CC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: O W ° ¢0) 4Y' m H 3 I-�go-Um oC a o OJLLJ� J0000 EoNT L Model Name / Number. I V I Plan Issue Date: Tuesday, January 18, 2022 KA PROJECT NUMBER: 21-10142 Sheet: A Of; F NDATION PLAN A-B LOAD CALCULATIONS_ COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,020 X. 3 = 6,060 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 400 GEN UGHT'G & RECEPT. + APP. CIR. = 34,610 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,610 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 X 24,610) = 9,844 100% OF "B = (20,000) = 20,000 TOTAL WATTAGE = 39,844 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 166 EDGE OF WALL 4 u M W' 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL HOSE BIBB ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39' AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALLTRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND USTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). S. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN V OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. i ELECTRICAL LEGEND =M24.1IALTERNATIVE PROTECTION BARRIER N.T.S. _ cD I $ SINGLE POLE SWITCH $2 DOUBLE POLE SWITCH GFI FOR D/W LOCATED IN $3 THREE-WAY SWITCH ADJACENT CAB 14 FOUR-WAY SWITCH R INSTALL FAN BOX PREWIRE� / 'r — $DM DIMMER SWITCH 11/2"VTR CEILING MOUNTED FIXTURE _ SCOUNCE (WALL MOUNTED) ;GFI_ FIXTURE PLUMBING RISER N.T.S. a R w w HOSE BIBB COACH LIGHT-�_____ 7 COACH LIGHT COACH LIGHT / COACH LIGHT ELECTICIAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS INTERS BONDIN TERMIN ® SMOKE DETECTOR CARBON MONOXIDE/ SMOKE DETECTOR COMBO UNIT FLOOD LIGHT FLUORESCENT LIGHTING � TRACK LIGHTING o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET y W GROUND FAULT INTERRUPT y Lu 2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL N❑ T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOORPUSH BUTTON SAME AS UNDERGROUND 200 AMP SERVICE METER MpJN DISCONNECT 2M AMP UNDERGROUND SERVICE BY --I POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TEM-y Tj G ATION ELECTRICAL RISER VERIFY FINAL AMPS NEEDED WITH ELECTRICAL CONTRACTOR = 2/0 COPPER OR 4I0 ALUMNI, IN 2" CONDUIT DISCONNECT NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. 0 m W r € g � ��ai LL LL LL t 9' mLq JeS K 0 s E �� a J a a k ° NNAN FDSENG CDM ❑ ❑ ❑ FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 PORT ST. LUCIE ♦ Job Information: C N N Q i 0) m a LO 'H 3 w M o A p_lW� C) 00 _Im(n(n I ♦ I Model Name / Number: ♦ I Plan Issue Date: Tuesday, January 18, 2022 ♦ KA PROJECT NUMBER: 21-10142 Sheet: /� Of: L4 TVP ELECTRICAL #12 COPPER TO APPLIANCES AND GPI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE # B TO HVAC #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO ETHER a) APPROVED GROUNDING ROD W/MIN. 8' OEPTH 6) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net an inches of venting needed equally for Intake and exhaust I TOP OF BLOCK 0 FIN. FLR: BEARING 0 ENTRY BOT OF ARCH _ oo OP OF BLOCK IN 12 6 1 / FIN. FLR. j 12 6 ALL i 2� 25 SH RAISED STUCCO BAND 48" OFF RIDGE VENT 48" OFF RIDGE VENT BEARING @ ENTR) ING @ W'DOW HEAD HGT ■ - o o LITE TEXTURED DECORATIVE 4 � Liao CEMENTITIOUS COATING io 25 SH FIN. FLR. 25 SH 25 SH FIN. FLR_ 48" OFF RIDGE VENT 48" OFF RIDGE VENT 00 LITE TEXTURED DECORATIVE m CEMENTITIOUS COATING 25 SH FIN. FLR_ FIN. FLR. 00 (0 DOW HEAD HGT F-1 DBL 25 SH 2840 SH 35 SH 286E FKtNGH LITE TEXTURED DECORATIVE J DOOR CEMENTITIOUS COATING REAR ELEVATION SCALE: 1/4" =1'-O" 0 00 LEFT ELEVATION "B" SCALE: 1/4" =1'-O" RIGHT ELEVATION "Bff SCALE: 1/4" = 1'-0" 12 soffit`rovides 4.12 net $r in/sf. vides 18.00nets in/Ifprovides 138.00 netsin / sf ance 1.33 ft be ventedtSF 2847 s.f. Total needed for exhaust for; upper 1/3 683 net sq inches Total needed for intake (soffit area, lower) 683nets inches Number&Off .Ridge Ventsforu erl3needed ,5 L.F. of Ridge Vent needed can be used in combo with ORV 38 Lineal Feet of Soffit needed to meet required 125 Lineal Feet of Soffit providedb Ian 208 TOP OF BLOCK 1 FIN. FLR. CEILING@ 10'-O"A.F.F. ENTRY BRG. @ 10'-0" TOP OF BLOCK P OF BLOCK � - — - RAISED STUCCO FRIEZE BAND _ _ T_O.W oo❑❑ ❑❑❑❑❑❑o❑00 cc ®® 8 ❑❑❑❑ ❑❑❑❑❑❑❑❑ 25 SH 25 SH IN. FLR. FIN_ LR. _ F— - - - r 8' X 7' 16 PANEL 16' X 7' 32 PANEL 3068 DOOR W/ 16" HIGH RAISED STUCCO BAND OVERHEAD DOOR OVERHEAD DOOR TRAN.ABV. DOOR STYLE MAY VARY REFER TO SPECIFICATIONS LITE TEXTURED DECORATIVE CEMENTITIOUS COATING FRONT ELEVATION "B" SCALE: 1/4" =1'-O" m m t 00 00 w F Q w m DB�bm [i [i ti SN zz w 8�2� Wm'no `s w a ir ark�� 3 H m � Q Sege V a� ¢ 0 z V gg ❑ ❑ ❑ W'MY.WSFNG.COM z o Z $ o z 04 N a z N Z rry m ■O W c N 8 yCo8 7 x ati� c ¢ o a°o 440 r%AMfS fJAMLT:4 FLORIDA CONTRACTORS LICENSE NO.CRC1330146 3000 GUL.FOREEZE PARKWAY GULFEIREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: /— 00 0L r� Vj In o I- CU 00 0 ® p_JW r a0" Jm(nf1) ITI Model Name / Number: ♦ I Plan Issue Date: Tuesday, January 18, 2022 ♦ KA PROJECT NUMBER: 2140142 Sheen: p Of', Py ELEVATIONS - 6 SEE DET. TB03 FOR WIND I < 155/C M G.C. TO PR( BLOCKING' W/ APA RE( FOR SPAN F SHEATHING SEE "HIP/R BLOCKING" 20'-0" MAX 20'-0" MAX ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/1.6 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 IPEEDS #H (VIDE '0 COMPLY :OMENDATIONS ATING OF- DGE DETAIL d W EQ. O `T R a O 9 Z J d 6 O Q � O a EQ. "X" DETAIL BRACE TB01 SEE CONTINUOUS BRACING o o 2 X -- BOTTOM 4 MIN. SEE CHORD DETAIL TB04- - - Q O � BOTTOM CHORD GABLE END BRACING @� LOP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING 0 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90%OF THE WEB. TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT S 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B WIND PRESSURE AND SUCTION (PSF) •FECTIVE ND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. M FEET) a=4fl a [4:12]I12:121 I,a va D 6 AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -37.02 -51.06 -51.06 -51.06 10 GABLE 37.00 37.00 58.99 -58.99 -58-99 -76.03 0 T ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE ANDS ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" C,C IN FIELD ZONE 2e, 2n, 2r ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD r ZONE 3, 3e, 3c ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: JRN" EXP- 1 ('20) O O TILE: 7B32" EXP. 1 ('20) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 36" x 0.113") NAILS 3r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1132", SHEATHING SHALL BE FASTENED0 � a le WITH ASTM F1667 RSRS-03 10d (2Y2" 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 ROOF > 20 TO 45 D. Gft RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 42 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA, END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALIED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGER A MINIMUM It" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1y". AO NAIL AT BASE 2 ROWS @ 4" O.C. w/ Bd COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @4'O.C. w1Bd COMMON NAIL. © NAIL OPENING PERIMETER W/(2) ROWS @ 4" OC. W/Sd COMMON NAIL. DO NAIL INTERIOR AT 6"O.C. w/8d COMMON NAIL OSTAGGER ALL VERTICAL JOINTS & NAIL @4"O.C. vd Sd COMMON NAIL O PLYWOOD SPUCES O HEADER - NAIL SHEATHING TO HEADER w/Bd COMMON NAILS @ 4" O.C. (2) ROWS @ TOP S ROM @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END. @ FLOOR SHEATHING %'PLYWOOD DECKING GLUED AN NAILED W1 IN COMMON NAILSAT 8" O.C. AT EDGES OVERDRIVE NAILS: FASTNERS SHALL NOT PENETRATE SURFACE MORE THEN 1/8'. n 15IST OSB - EXPOSUREI SHEATHING PROVIDE BLOCKING 1 II II AS REQUIRED PER I II II SECTION X-X IF NOT _ I___ i1____----- FULL HEIGHT SHEET - - /1F @ / FLOOR SYSTEM 2. RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM NOTE: Bd NAILS FOR WALL SHEATHING MUST BE MIN .131"X2 V2", DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN }" 12)- 2x TOP PLATE BEYOND MaT OSS EXPOSURE.1 SHEATHING I SOLID 2x BLOCKING II III I II II II I 111 II II II I w p SHEATHING w III III II 11 II I EDGE EDGES � al� III III 11 I (SEE SECTION X-X) p F ❑I III C III II II II I III II II I I 0 � _ III III II D II I III OPENING III II II II 1 III 114___J4__- Da II I 1 II I MCI,lL I JLXL J wZ ___X__ m III III 11 E III I II III 11 II 11 111 II 11 II F- 2x STUDS BEYOND. W III III I I 1 II 1 I II I 111 11 I I III II II 11 SEE PLAN r -' m III I 11 1111 II II II I O N III III I I II I I II I IN II II I III II II 11 I 09 III III I II I I II III II Ii II III II II II III I I I II I III II A VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 3/g "S'= w SPACIN 314" R ill" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING '--2x4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X4 #2 SPF TURNED VERTICAL W/ 7/16- FLITCH PLATE TO WI (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) Sd NAILS SECTION X-X SCALE: 1/4" =1'-O" SIMPSON - CONNECTOR SCHEDULE USP- CONNECTORSCHEDULE TYPE CONNECTOR &FASTEINER9 SPF SYP CONNECTOR BFASTENERS SPF SYP FRAMETO HETAI6 M(9)10d xt 92.OR HTA16w/(10)10dx1112"OR MASONRY HETA20 wl (9)1Od x 1 1/T' 1810 HTA20 wl (10)10d x 1 1/2" 158E 1870 FRAME TO H2.5AW(10)8dNAILS 535 MR RT7Aw1(10)W NAILSFRAME PMARK FRAME TO H10AW(18)1Wxi 1/2- 1015 1040 RT16Aw1(17)10dxl 10 895 1020 FRAME H10A-2w1F8)lOdx1 VTAT2PLYTRUSSES 930 tOSO RT164IW/(16)10dX11WAT2PLYTRUSSES 935 1060 FRAME TO MT912 w1(14)Kd x 1112 (AT EXTERIOR MTW12 wAI4)10d x( I/T(Af EXTERIOR 1005 1195 FRAME LOCATION INCLUDE M12d TOENAILS) 860 99O LOCATION INCLUDE (3)12d TOENAILS) FRAME TO MOTW/(22)10d NAILS AND RJR' A.T.R. w/12" 3330 39S5 MUGT15w/(2SF0d NAILSAND5/8" AS.R WI 3� 4495 MASONRY EMBEDMENTWI SIMPSON 'SET" EPDXY 12'EM5EDMENTV$IMPSON"SET"EPDXY FRAME TO HTS20w/(24)10dx1112"(ATEXTERIOR HTW2Ow1(24)1Wx1 la"(ATEXTERIOR 1286 1630 O FRAME LOCATION INCLUDE (3)124 TOENAILS 112E 1310 LOCATION INCLUDE(3)12d TOENAILS FRAME TO (2) HTS20 w/(48)10tl x 1 Ire (AT EXTERIOR (2) HTW20 w/(48)l W x 1 1/2" (AT EXTERIOR 1 © FRAME LOCATION INCLUDE (6)12d TOENAILS y150 2620 LOCATION INCLUDE l6)12d TOENAILS (EA) 2570 3080 HOT-2 M (16)10E NAILS AND (2) &W A.T.R. HUGT2 .1(16)100 NAILS AND (2) WIT' A.T.R. O FRAME TO wl 1T'EMBEOMENT W SIMPSON "SET' 10690 wl IT EMBEDMENT w/SIMPSON"SET" 70ZO 9790 MASONRY EPDXY (HGT-3 FOR $pLY) EPDXY (HUOT3 FOR 3-PLY) FGTR .1 (18) 1/4'x WSDS WOOD SCREWS RFUS w/(12) W93 WOOD SCREWSAND 7100 OFRAMETO MASONRY AND (2)la" x 5" TITEN HD AINLIHOR BOLTS 34W 4725 (4)3W x6"WEDGE-BOLT (1) LOT2 w/(16) l6d SINKF"RS Jt FRAME TO &(7)IW x2-114"TITEN2 17M 203U MASONRY SEE NOTE#6BELOW J2 FRAME TO MASONRY/ (2)LGT2w/(32)16dSINKE4S&(14) 1/4'x 21WTITEN(2 PLY TRUSS) 35004x1 40WM 4p6QM (2) 1111(32) 16d SINKERS &(11) 1/4"xS"WEDGE-BOLT(2 PLY TRUSS) 3100.M 3100-M 3100-F FRAME OR (28)18tl SINNERS FOR FIR ME(EA) 3240.E OR (32)160 SINKERS FOR FRAME (EA) 3100-F J3 FRAMETO MASONRYI (2) LGT3 wl(24) 114"x3"SDS SCREWS & IS) TWx 5" TITEN (2 RLy TRUSS) 4730-M 6570W (2)LUGT3 W/(24) 114'X 21/2" WS25 SCREWS&14)WB"x V WB(2 PLY TRUSS) 64804M 7050-M 6010.E 8960-F 8480.E 7710E FRAME OR(62) 16d SINKERS FOR FRAME (EA) OR(66) 16d SINKERS FOR FRAME (FA) O BEAM TO HU410 OPT HU0410 W i18) I Sd 8(10) 10M G42680 HD410 OPT HIDilff w/(20)16d&(10)1Od G130B0 BEAM NAILS U#1895 NAILS U#1950 TO HU410 OPT HUG410 w/(18)TITEN G#4500 HD410 OPT HD410IF w/(20)1/4'x3" G03355 OBEAM MASONRY 1/4"x23/4"&(10)10d NAILS U#1S00 WEDGE-BOLT&(10)100 NAILS 1 U4860 TO HU46 OPT HUC40 wl (6) 10d NAILS B G#1540 G43000 HD180PTHU46w/(8)10d NAILS& 3#1625 G#2015 ©BEAM MASONRY) (12)1A!'x2314"TITEN(TOMAS.) U#SBO U#1135 (12)174"x23A'TAPCONS(TOMAS.) U#1030 13#850 FRAME OR (12)160 8(8) 10d )FOR FRAME) SYP-F SYP-M OR (12) 18tl d (6)10d (FOR FRAME) SYPF SYP-M HETA16 OPT (2) HETA20 HTA16 OPT (2) HTA20 O FRAMET(2) OR 1-PLY wPLY 192C(2) 1-PLY wI (/0)1Ddx11l2"OR MASONRY MASONRY WOtl )1Old 2-PLY w/I12)1Bd 23fi5 2365 2365 2365 2-FLY wI (12) i6•J 2430 2430 HTSM18 w/(8)10d NAILS AND (4) 1XV 1/4' 956 1110 HTWMIsw/(B)l Od NAILS AND (4)1/4k1&4' 1145 1225 TAPOCRONS WEDrE-BOLT OFRAMETO MASONRY HTSM20.1(10)10d NAILS AND (4)1/4'k21/4" 956 1110 OR HTWM20 w/(10)10d NAILS AND (4) IWO 3/4" TAPCONS I WEDGE -BOLT 1145 1225 (2)FRAME TO H10SWI(B)8tlx11Q"NAILSANO(2)38k4•' 780 910 MASONRY TITAN HD DTT2Z w/(9)1/4"XI 1/2"SDS WOOD DTB-TZ w/(8)11V x1 IU-WSI5 WOOD OFRAMETO SCREWS AND (1) 1/2" O A.T. R, EPDXIED wI 1835 2146 SCREWS AND (1) 12 B ATA EPDXIED d 1510 1835 MASONRY SIMPEON "SET" (SEE NOTE") SIMPSON "SET (SEE NOTE #4) HTTS w/(29) 16d a la- NAILS AND (I) SIR- IT HTT4S W1(26) 16d x2 IM' NAILS AND (1) ® FRAME TO AT.R. EPDXIED w/SIMPSON "SET" 4375 5090 618"0 A.T.R. EPDXIED W SIMPSON'SET- - 5005 MASONRY (SEE NOTE #4 BELOW) SEE NOTE 44 BELOW) HTT4 w/F 8)1Old xZ 1/7 NAILS AND III S18" 6 HTT45.1 F 8) 16d x2In' NAILS AND (1) O FRAMETO A.T.R. EPDXIED wI SIMPSON "SET" 3640 4235 W-0 A.T.R. EPDXIED W SIMPSON "SET" - 4160 MASONRY (SEE NOTE #4 BELOW) (SEE NOTE #4 BELOW) O FRAME TO H10Sw1(A) 10d x1118"NAILS 785 910 LUGT1 wl(23) 8tl x112' NAILS 875 1015 FRAME FRAME TO HM9KTw1(4)1/Vxl 12" SDS WOOD RT16M w/ (9) 10d x l 1/2" NAILS & U O MASONRY SCREWS&(5)1W'x21M"TAPCON6 760 760 (4)1/4'x13W"TAPCON6 1395 1395 FRAME TO VGT w/(16)1/ex3"SDS WOOD SCREWS& O MASONRY (1) 518E A.T.R. EPDXIED wI SIMPSON "BET" W5 49,W wl 12" MIN. EMBEDMENT (2)VGT wI(32)1/4'x3"SDS WOOD SCREWS O FRAMETO &(2) 51ST AT.R. EPDXIED wI SIMPSON $170 7185 MASONRY "SET w/ 1T' MIN. EMBEDMENT FRAME TO VOT w/ (16)1/4"x3" SDS WOOD SCREWS & MUGT1 w/(18) O FRAME HOU4.SOS2.5 W7(10) 114"x211T'SOS WOOD 3285 4565 7W NAILS 8 (p 518" B A.T.R. Kid NAILS 4160 SCREWS 8 (7) 518" 8 A.T.H. FRAMETO 111 HTTSWII52) fi(,SP tlY' NAILS& (2)Hrr4 w/(52)16d'x2112-NAILS 5D05 O FRAME (115/8'O A.T.R. (SEE NDTE 114) 4375 5090 8(1)W8"9 AT.R.(SEE NOTE #4) _ ^FNFR4! T:DX:!Fr:TTM.N(1TFC 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS BEAMS WI(2) 12d TOENAILS, 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, 1.1.0 ON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR U SP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHTBy, #1E',W TO TRUSS VERTICAL WEB .1 (2) ROWS OF iW NAILS@ 3" O.C. STAGGERED. B. 12" MIN. A.T.R. EMBEDMENT @ CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORD w/4'-R'2x SYP #2(MATCH CHORD LUMBER SEE) w/(2)ROWS 10d@4"FROM END 64.O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE, O MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNEC-IONFOR ALL ROOF) FLOOR TRUSBES TO MASONRY WALLS) LINTELSI IOF WALLS UNO ON PLAN 32"O.C, PENDING SESP A 2. CONNECTION 2 EpTICALS FORALL FLOOR PARALLEL TO MASONRY 4"OR WALLBSEEDET EDETAIL FOR MORE INFORMATION 3. CONNECTION FOR ALLLL HIP JACKCF UMELS ACONTINUOUS (CORNER JACK) TO MASONRYMASONRY 4. CONNECT ION FOR ALL ATW O-C TO TOP AT3TOLAYOUT/(2)AT EACH VERIFY LOCATION DOES CONFUPOFMASONPY CORNER. G.C. TO VERIFY LOCATION NOT CONFLICT w/TJ Q INTERIOR TO 6. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALVBEAMS w/12)12tl TONAILS LUMAMS W (2) 12d O MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECIONFORJACKTRUSSTOWOODWALLORBEIM CO MINIMAL CONNECTOR UNOON FRAMING PLAN 1, CONNECTION FOR ALL TRUSSES TO INTERIO(yEXTERIOR BEARING WOOD WALLS AND/OR BEAMS ROOF FRAMING NOTES 1.SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH1 SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. OR CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. TILE ROOFING SYSTEM (SEE ARCH.) SEE (RSH1 SCHEDULE THIS SHEET 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH Sd NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN HELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEES MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED,AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL SEE TYP. WALL SECTION 2x2 #2 P.T. MIN. FASTENED PER NOTE 2 BELOW. CONT 2x 4 NAILED TO - BLOCKING W/ (2) 12d NAILS 1. G.C. TO VERIFY SOFFIT MATERIAI COMPONENT AND CLADDING US 2. 2x2 #2 MIN. P.T. W/ J-CHANNEL (ALT. RAF 0.145/0-157 & 0.300 IF WOOD WALL, FASTEN W/ 0.1 3. (F) CHANNEL APPUCATION: 2x2 I (*) REFER TO THE PRODUCT APPR (*") ALUMINUM SOFFITS.> V-4" 1 FOR SOFFITS < 1'.4" MID SU REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST f METAL DRIP EDGE - 2 x SUB -FASCIA -ALUM FASCIA - 2X BLOCKING NAILED TO TOP CHORD OF EVERY OTHER TRUSS w/ (3) r i 12d NAILS, TYP. (**) (***) \N CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR IN THE DESIGN CRITERIA ON COVER PAGE. URED @ 24" O.C. FASTEN TO CMU W/ 3/16"x3" TITEN 2 @ 16" O.0 ;HER W/ MIN. 1" EMBEDMENT 0 16" O.C. 31A" 016"O.C. REOUIRED SEE (PA) INSTALLATION GUIDE ") VINYL SOFFITS> V-0" SHALL MID BLOCKING PER R704.2.3 n L1 oc �2 g C W `8 U1� �NwwF� "m 4 Q�g�k'N W a Mi y N ;� .A Ba.6m - rx o k Q ( L gm2o as +: Wr9i m5 a�� m OJ a a a eft (9 0 ¢ In 0 On H fi P WWW FDSENG.CCM U Z - Z O O z n y in a _ Z n N C4 N m d �, W +I fB o c u Qw If) C g Ln .V F Jmi _ U f- N E L go r = CPO 0 I <o� a;m; 1AWZr%AI1lI 4Yf1MC4= FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULF -BREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: G �w LdII O > 0) L 0 J W m o y _jMU)(n ♦ Model Name / Number: 1® I Plan Issue Date: 1 Tuesday, January 18, 2022 VI KA PROJECT NUMBER: 21-10142 I Sheet: � /SIN Of: I TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES I N.T.S. CAL SOFFIT SUPPORT DETAILI 3/4"=1'-0" 20 SIMPSON HETA 16 x6 #2 SYP P.T. EACH END SEE FLOOR PLAN WEDGE ANCHOR FOR BEAM SPEC. 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X or.i 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PERc TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" °o 'IBOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL o , L SECTIONAL ® OVERHEAD DOOR CONT. P.T. #2 WOOD SYP 2" X 6" o /� 1 e I TRIM 2"1 P.T. WOOD JAMB DOOR AND CONNECTION PER` GARAGE SLAB GARAGE DOOR MANUFACTURER q TYP, GARAGE DOOR co TRACK MOUNTING DETAIL @ o o NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS w 0 DETAIL- UNLESS NOTED OTHERWISE N MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.s. [CD21 ENTRY CMU COLUMN/BEAM 0 F.�waB W iPi W W yQp Nti J J J rig 601 LL LL LL -c a d INSULATION PER FBC AND ENERGY Z O XoX Ql FORM SUBMITTED WITH PERMIT e _ i $ `0 2i APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) f Z m J i1 k 12 FIBERGLASS SHINGLES OR € 12 2£86 d o v_1 SEE ENERGY FORM CALCULATIONS SEE PLAN TILE ROOF (PER ELEVATION) g �, § o FOR INSULATION REQUIREMENTS OVER OVER APPROVED UNDERLAYMEM J N SEE PLAN PROVIDE BAFFLES AT EAVE PER FBCR 905. 1.1.1 OVER APA ,°-� wwwwsErvc.cae FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- , TRUSSES @ 24 O.C. [RSHI - ON FRAMING SHT. FOR TILE ROOF (PER ELEVATION) SHTG @ FASTENERS. U p Z g OVER APPOVED UNDERLAYMENT z o ROOF SHEATHING- SEE SCHEDULE- TRUSS ANCHOR (SEE PINY) PRE-ENG. WOOD _ N [RSH] - ON FRAMING SHT. FOR ` ' ! �` : ' ' _ SEE PLAN FOR TRUSSES @ 2, 0 C SHT'G 6. FASTENERS, BRG. HT. a 5/8" OR 1/2" DRYWALL ' --r a HIGH STRENGTH CLG a '+, ), _ TRUSS ANCHOR (SEE PLAN) ETAL DRIP EDGE ~ ' + I �� TO BE INSTALLED ON OUTSIDE BOARD (TYP.) FRAME FOR BUILT-UP i 2X SUBFASCIA CORNERS min (3) 2x4 OR 41-0 w .. FACE FELT PAPER OR ._ _ _ _ _ _ _ — _ — _ TRUSS PLATE ,:�� SOFFIT. SEE ARCH. 3/4" P.T. NAILER PLANS 4x4 w/ 2x4 POST UNDER EA 5/8' OR 1/z" DRYWALL ♦METAL DRIP EDGE �', 8 x 8 x 16 K O. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. V HIGH STRENGTH CLG 1R^ DRYWALL KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" LI "' R BOARD LINTEL BLOCK AND LATH WITH FINISH O.C. �/� F �M 2X SUBFASCIA CURTAIN NAILER n O.H. W/ (1) #5 DIA. REBAR S i CONNECT ALL 2x STUD 1 x 4 P.T. @ WINDOWS n 3000 PSI CONCRETE (TYP.) ALL SIDES / o (TYP-) FRAME FOR COR- U N E k TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. 1 x B P.T. @ S.G.D. H SEE ELEV. Oo ,/ vv \� \ w { o /O NERS FOR NON LOAD 5 16d TOENAILS PLANS u a v v p \ BEARING SIDES NAILED ' x o PRECAST SEE PLAN FOR HEADER SIZEST'I LINTEL u / .f b ° v. ° v•�, W/ 16d NAILS .@ 8" O.C.,. P v v OD 1/2" v Y 1/2" DRYWALL SEE SCHEDULE \ \ Q \ o v• Oav a°v , !MM \ \ '/ O // Q N O U�4 QW 4LII9Lt 15/32" OSB EXPOSURE 1 ON 1/2" X 8" J-BOLTS O.H. EXT, WALL W/ALL EDGES BLOCKED. � (1) CENTERED EA. \ / CMU B COURSE HIGH A.F.F. � DAMS HOMES MAXIMUM OF (3) - 2X PLATES MAY BE SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT, / CMU BASE FILLED w/ CONIC ADDED BELOW THE HEADER W/ EACH SIDE w/2" WASHERS ` / y / (4) VERTICAL RENT w/ PLY ATTACHED W/ (2) ROWS OF I6d (OPTION) STAPLE: 16 GA. 1 3/4" (TYP.) STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA HOOKS INTO FTG & AT TOP FLORIDA30000NTRACTORS LICENSE A CRC133Y NAILS AT 8" O.C. „ 3000 GULFBREEZE PARKWAY ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI PLAN A1-A1 OFCOLUMN u CONC. ALL LOCATIONS GULFBREEZE, FLORIDA 32563 ALUM FRAMED WINDOW w/ SCREEN " SHOWN ON FOUNDATION H &FLOOR PLANS DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN H LOCATION OF OPENINGS IN V SIMPSONLSTA30 SEE FLOOR PLAN PORTST. LUCIE EXTERIOR WOOD WALLS. IF NO W/11-10d TO BEAM FOR BEAM OPENINGS ARE INDICATED, FULL y � & TO FRAME BELOW ♦ Job Information: STUDS ARE REQUIRED). NOTE: 44" MAX. SILL HGT, ON t ALL BEDROOM WINDOWS. ALUM FRAMED WINDOW W/ SCREEN /�/ A , f CEMENTITIOUS DECORATIVE n �i PRECAST CONIC SILL FINISH 7/8" THICK PER ASTM WINDOW STOOL N O C-926-98A PER SPECS " N , ' INSULATION PER FBC AND ENERGY u 1 2x STUDS (SEE FLOOR PLAN FOR FORM SUBMITTED WITH PERMIT i MORE INFORMATION). SEE T613 'l EXTERIOR FINISH APPLICATION , ` Lo Y/2" DRYWALL ON SHEEP 6 (SEE ELEVATIONS) I , I O ¢ � FOR NAILING INFORMATION FOR FTG. DOWEL #5 DL4. REBAR uj o d SEE ENERGY FORM FOR WALL SHEATHING. 1 x 2 P.T FURRING 17" IN CONCRETE - 25" 'o' p m WALL INSULATION P.T. 2X #2 SYP. BASE PLATE 1 x 4 P.T. EXTEND (ACI 530) ABOVE REQUIREMENTS w/ 1/2 x 8 AB. OR 1/2" x 8" TITEN BASE NAILER —� SIMPSON HETA20 Al , Al BUILT-UP CORNER MIN (3) 2x4 Lo 11 ? i ( SLAB. ALL LOCATIONS SHOWN HD) w/2" WASHER AT 32^ O.C. w/10-10d TO COLUMN OR 4x4 POST w/ 2x4 UNDER z m a�TD MIN. 6" FROM END - SEE WS07 WOOD BASE ON FOUNDATION PLAN POST EACH END OF BEAM ~ Y �"� WOOD BASE FOR TERMITE SHIELD � a SEE FOUNDATION PLAN FOR � O � LI.,I � � LL SEE FOUNDATION PLAN 2 X 4 P.T. PLATE FOR SLAB INFORMATION _ _ TOP OF SLAB _ _ SLAB INFORMATION _ - TOP OF SLAB NOTE: ' .; J BOTTOM STRAPS MUST BE �°e * • T x` " " * INSTALLED ON INSIDE OF 1�77do ,IBo COLUMN. DO NOT BEND „ v ♦ Model Name /Number: r, L GRADE ;� GRADE STRAPS UNDER PLATE. PLACE STRAPS IN FILL t + r c 3 �++ SEE PLAN FOR = �, :•'a „ w Plan Issue Date: CLEAN � , � I � .' N p , � CELLS w/#5 REBAR � „ (TYP.)4 COURSE HIGH CMU BASE COMPACTED REBAR QUANTITIES FILLED w/ CONC - SEE PLAN FOR FILL I7 F F t-• - '": • SIZE. TOP OF COLUMN BASE - Tuesday, January 18, 2022 SEE FOUNDATION PLAN SEE PLAN .SEE FOUNDATION 2' SEE AFF ♦ KA PROJECT NUMBER: 16" FOR FTG REQUIREMENTS PLAN 21�10142 Of; NOTE DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS Sheet: DETAIL -UNLESS NOTED OTHERWISE WS02 TYPICAL WALL SECTION EXTEP? OR FRAME 3 a' = r-o° WS01 TYPICAL WA[ L SECTION - 8" CMU 3/4" = l'-o" �' CD22 ENTRY CMU COLUMN BASE W/ FRAME ABOVE N.rs. IF TYPICAL FRAMING DETAILS ❑INSULATION AT EXTERIOR * WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 8" D BLOCKTIEBEAM W/(1) #5 REPAR U.N.O. .e r (SEE PLAN) EA. SIDE 2X BLK'G. TO O.S.B. W/2-Sd EA. END EDGE VIEW WHEN REQ'D RECESSED PRE -CAST LINTEL NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLKNG AROUND CURVE. MIN. 2 TITEN ANCHORS TO 2x8 2x8 W/ (3) 12d `4 TOENAILS EACH END 7/16" OSB W/ 6d NAILS @ 16" O.C. TO SIDE & 70P NAILER 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16" OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE 2x BUCKS SEE MS11 FOR MORE INFO WINDOW OR DOOR OPN'G WF01 I DETAIL @ ARCH WINDOW FRAMING WOOD WALL OR TRUSS. SEE PLAN. ---JCTURAL SHEATHING VARIES W/ ROOFSLOPE CONT. w/ (3) 12d IMON NAILS EACH D TYP. T&B USS OR ROOF SYSTEM N.T.S. LD02 SHEAR TRANSFER EXTERIOR WALL N.T.S. p m stir„ >h� 1" 1ti4" 1V. (2) 2 x 4 LAMINA710NS W/(1) (3) 2 X 4 LAMINATIONS W/ (2) ROWS OF STAGGERED 16tl (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF STAGGERED 16tl ROW OF STAGGERED 10tl COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NNLS o = 0,148% L= 3"1 OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D - 0.162', la 3-1/2') OR EQUAL (ONE INTO EACH OUTSIDE FACE) (0 = 0,162", L= 3L/2") OR EQUAL 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4 PLY. PROVIDE 1/4"DIN. x 51/2" LAC OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3FLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS ,."• REINFORCEMENT REQUIRED) F.F. IVERHANG1. I ,. . , FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8� NO REPAIR REQ'D. 2x8 SYP #2 TOP & BOTTOM \ ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING 7/16" O.S.B. (1) JACK USED AT EA. SIDE 2X BLK'G. EACH SIDE OF O.S.B. OPENING G.C. TO W INSTALL (3) TITEN HD. EA ENDd 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW CONNECTOR REQUIRED INSULATION AT EXTERIOR * (3) 16d SEE PLAN SP4 AT COMMON WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION FOR WLL 24" O � NAILS(TYP)HGT. ' 1 CMU_ u1 II 11110 00 /o` // •..�I�IIj '�- . • • • 11 �•/ ti��l II r 1 III I • I'go] ..• 10 �•19.1.�a • IN domAkII JJ A 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. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK W/ 2x6) 4g"M7N 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 NAILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @. EA. STUD TO .PER PLAN TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ UBLE 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, 4f7IV TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1 2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL OP SPLICE DOUBLE 2x8 TOP PLATE w/ 2 ROWS OF NAILS @ 3" O.C. -BOTTOM SPLICE OVER STUD WF17 TOP PLATE SPLICE DETAIL * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT MD. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 1 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE A END EA END EA END EA END LESS THAN 4' 1I) 12) 1) 2) >4' BUT <9' (2) (3) (2) (2) 4 3 9 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. — TOP AND BOTTOM ' WHEN STUD LENGTH 15LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS np 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE N0. &SIZE OF &GRADE RAFTER TIES EACH END SEE PLAN FOR (Z) LSTA 30 BEAM SIZE SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH ` FACE OR 3-ROWS 12d NAILS STAGGERED @12"C/C FOR 2x10 OR GREATER HEADER OpF4` a * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" 0/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 81/2" AT GARAGE STEP DOWN P.T. BOT. PLATE --- 1 I I I I I I I I I I I I 1 1 I I I I 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 SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 1/2" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BEAM SCHEDULE/PLAN SECTION A -A SCALE: 11/2" - 1'-0" SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO— EXT. OUT BEAM TO SUPPORT TRUSSES IF SPECIFIED ON PLAN -- ---I -- ------ I I I1 I I 1 1 ra- ' I I I I � I I I I I , 1 l I OPTION B FOUNDATION N FOR MORE INFO WOOD BEAM SEE PLAN FOR SIZE - TYPIC WALL SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C, EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's w/(12)-16d EA. TO COL. ALT: (2) MSTAM36 STRAPS CENTERED W/ (13)-I0d NAILS Ea TO COL. TIE BEAM CD04 BEAM @ RAISED ENTRY MASONRY WALL 12 SEE ELEV. (TYP) SIMPSON SP2 @ EA. STUD APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES W/ Ed COMMON WIRE NAILS 9 4" O.C. BOUNDARIES 6" O/C EDGES & B" !i O.C. FIELD INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) SIMPSON SP1 @ EA. STUD —� 2"x P.T. PLATE 1/2" X 8" "J" BOLT @ 24" O/C MAX 8" x 8" x 16" K.O. BLOCK W/ 1 #5 CONT. CMU WALL REDWOOD TRUSSES @ 24" O/C .IFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" TOP PLATE STUDS @ 16" O/C -CRICKET AS REQUIRED SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) N N O N g� i�me t g Lo 000 n m r s6n a� U & 4g �QHA In 4 2L s�s' a� m'� Z O 0 la's ° in L it iv I= OV in a G Yoi=8wv K In O U j N "= o WWW FDSENG.COM ❑ ❑ ❑ U z - o o Z 4 a z� en m tCF C) wf (y) x 0 cc0 ® rkA MC Ue%MRC FLORIDA CONTRACTORS UCENSENO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE / Job Information: z o Uj 1 i > � m 0 C ` —s Lo H 3 o IL o p W r JM(n(ii Model Name / Number: Plan Issue Date: Tuesday, January 18, 2022 KA PROJECT NUMBER: 21-10142 Sheet: Of: MS18 RETROFIT WALL OVERHANG DETAIL I N.T.S. I WF39 TRANSOM DETAIL AT ENTRY 1/2"=1'-0" WF09 I WALL HEADER DETAIL D11 COMMON BEAM ATTACHMENT WF42 KNE 'WALL ABOVE: MASONRY WALL J.ILPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0' O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING FOR S THAN , TO 45' , MINIMUM 2"X4" i CROSS BRACING 4 . •� (SEE PLAN FOR LOCATION) " BLOCKING I I i i (3) 12d PER JOINT CONTINUOUS LATERAL BRACING- , NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS CONTINUOUS BOTTOM CHORD BRACING 2"X4" MIN. FOR NAILING X-BRACING - 2X4 SPA SYP w/ (3) 12d @EACH TRUSS WEB T601 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. ZC a0 PROVIDE 2X4 MIN. BLOCKING AT ENTER LINE OF HIP/RIDGE, TYP. N ETWEEN TRUSSES W/(2) 12DAILS EACH END TO TRUSS TOP HORD AI TERN ATE 10 6LOCKNG N A TRUSS - PRE-ENGINEERED VERLAP TRUSS BRACING WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP TRUCTURAL PACE G.T. SHEATHING y N ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING JACK - - -- OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) 2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"X4" SPF OR g �m#2' SHEATHING SYP TRUSS BRACING g Cgc W 00 SEE * SPACED AT 10'-0" MAX am gB'> ao r`PLAN2X4 BLOCKING HIP TRUSSi# WBETWEEN TRUSSES� �avS LETQ-Aa TB03 HIP /RIDGE BLOCKING DETAIL N.T.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.s..ema�ZN J 4 4- a y2$� o F 8,2' J N EE ° ❑ ❑ ❑ ,E � 3� �~ WYAY,FUSENG.COM _z Z M O TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 a (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND C4 BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT z N IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED m TO 8 SHEETS OF SHEATHING ON ANY PAIR OFTRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY rn CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. w -p 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL O G LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. .v u96 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. w 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT C ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. = C CO cn 5. PROVIDE TRUSS BLOCKING AT ALLTRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. L) (O SEE TYP. TRUSS BLOCKING DETAILS _ N £ SHEATHING = a co r �/ 0 C tl0 Q.� 3 TO 4TRUSS x4 AS SHOWN a o TRUSS SPACES ALTERNATE Q N O VERTICAL SCAB 2X6 02 SPF 48" C.C. LSEE�W/ (4) 12d TOP & BOTTOM OR H5 ON Oft HCLR/LL IN PLACE OF (4) SOD.REQUIRED 4 RAFTERS GREATER THAN V-0" ry _________ _ A DAMS HOMES J NAILS FLORIDA CONTRACTORS LICENSE NO- CRC1330146 TRUSS3000 GIJLFBREEZE PARKWAY SEE STRUCTURAL NOTES AND NAILING GULF --BREEZE, FLORIDA 32563 LE C DOLE FOR SHEATHING DETAILS PRE.ENG. TRUSS SOUBLE TOP TOP PLATE PLATE SECTION B-B S HE VARIESW ROOF DIVISION LOCATION: 2x STUD WALL SEE STRUCTURAL NOTES AND PORT ST. LUC.IE SLOPE SEE PLAN °\ _ /° / NAILING SCHEDULE FOR (4)12d NAILS ♦ Job information: \ / SHEATHING DETAILS-� EA. END CONY- FRAMED RIDGE \ \ 2X4 SPF BLOCKING / / MAY 8E NAILED L MIN. VERTICAL SCAB 14) 42 (4) 12d WHEN R )ANDS SPF 48" O.C. W/ (4) 12d \ \ BETWEEN TRUSSES \ / / / NEXT TO PRE-ENG. TRUSS TOP & BOTTOM OR H5 OR 4a EACH \ @ 48" O.C. MAX. S2X8IDE SIDE w/ (3) 12tl NAILS WHEN HCLR/LL IN PLACE OF (4) 12d W/ (3) REQUIRED @ RAFTERS GREATER \ \ / , g REQUIRED W/ (2) MTS12'S THAN s'-o^ \2X4 CE \ \ PO / 2X4 SPF BLOCKING COLLAR TIE @ 48 O.C. W/(4) \ \ 12d AT EACH END & @ 48" O.C. MAX.W/ 2X4 BRACE@ 4'-0" ' EVERY 3rd \ \ ALTERNATE DIRECTION D NAILS ON CENTER--►/� ,' SHEATHING ---___.RAFTER \ \ EACH END CB BEVEL CUTS 2X4 BLOCKING BETWEEN TRUSSES W/ (2) 12d NNLS (OPTIONAL) ' ' w c O a) 't END, CONT. EACH BAY1: / / TRUSSES ® EACH g TB 2(4 SPF W/ (2) #7X3d./2' / / SEE PLAN DBI WOOD SCREW EACH TRUSS / / 2 ALTERNATING I OR HB @ 4W O.C. N 3 d) O BLOCKING PRE-ENG.TRUSS \ / /LO 1-1 CONT. ROOF SHEATHING AT TRUSS TOP \ / / / / ' d STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED ARFAS TYP. \ \ / / TRUSSES / ��� cn O J SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ (USP MP4) @ \ \ / / _I (n C%) (I) Do ..J ti Elm 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM 2'-O" ON CENTER \ \ / / /\ / 2X4 SPF BLOCKING %/ ♦ Model Name/ Number: TRUSSES W/ (2).12d NAILS CA EACH END AT 8'-0' TRUSS MAX - 2x8 RAFTERS @ 2'-0"O.C. \ Y V BETWEEN TRUSSES MAX. W/ (3) 12d COMMON \ / \ @ 24" D.C. MAX.W/ , TOENAILS TO RIDGE BEAM (3)12d EA. END (TYP.) WALL BELOW (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN 4 FT 0 T-W O.C. MAX W / (3) IOD SEE PLAN - SIMPSON HGMA10 CONC. MASONRY COMMON TOE NAILS TO RIDGE BEAM 1/2" GAP _ @ 4'-0" O.C. MAX. ♦ Plan Issue Date: — — STEEL OR WOOD 2X4 CONT. AT BEARING SUPPORT T & B CHORD 1/2" SPACE Tuesday, January 18, 2022 TYP. WOOD TRUSS BLOCI' NG A -A ALTERNATE BLOCKING EXTERIOR = INTERIOR ♦ KAPRaecTNUMBEH: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING � � 21-10142 INFORMATION 2x4 S.Y.P. _ 8" C.M.U. SEE - PLAN FOR REINF. Sheet I,I�■ Of: S-4 @ 16" O.C. TB15 EXTERIOR NON -BEARING WALL �� DETAIL N.T.s. TB14 NON -BEARING EXTERIOR CMU WALL N.T.s. ROOF FRAMING N.T.S. T 006 BLOCKING AND CONVENTIONAL FRAME DETAILS BRACING DETAILS 0 6" C ( 6" SINGLE DOOR \\ THERNIXTRU 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 3/1611 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. SINGLE DOOR W SIDELITE 3" o 103„ 3„ 11 iI 3„ 3" „ 3,r "6 flfl 3„ 6" 6 6„ 6„ DOUBLE DOOR W/ SIDELITES )A IE n i" 6' SPACE :VENLY SINGLE DOOR W/ SIDELITES Chh Rye I ft�t Oed� T" e" e' S" 8" 8• SEAUW L E NAIL SHINGLES W/ it OR 12 GAUGE ROOFING NAILS. 3/8' MIN HEADS.6 PER SHINGLE. Uno^ use �rrse 3tOC 29r valley centedins t SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPUED ALL LEVEL VALLEY ITEXTURED, PAINTED BEHIND FLASHING LOCATIONS) EXTF_R. WALL FINISH AND EXTENDING A MINIMUM OF 6". ABOVE 6" x 6" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING COW. AT KNEEWALL T ENTRY PLASTER ST SEALANT ROOF SHINGLES g W X 6" H GALY. (LASHING CONT. m FLASHING DETAILS J J It E 6' 3„ 3" 6n DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE, O C� TOP OF SLAB 00 Z 1 II ° I 1 14, 11�' II ' 1 c-i i , W- it I O z 1�' 0 16" MIN. DIAMETER -1 - ! ' I CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. SPACE EVENLY NOTE: THIS DETAIL IS REQUIRED ftaSNiv6 AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET KNEEWALL INTERSECTION INSTALLATION 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. TVDInAI 'w 0 1 1 n V THERE THE Isk ON WH HEIGHT 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. INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE WIDOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S BY OTHERS THING �HEATI"IING BY OTHERS CAULK BETWEEN IN &SHEATHING EXTERIOR ilFl CAULK BY OTHERS O.A. WINDOW` HEIGHT EXTERIOR R T11/2" AAtN. FMBEbMENT � WOOD SCREW TYPICAL FRAME OPENING WINDOW INSTALLATION N'T.S 1/4" MAX,, SHTMI SPACE Maxln Fastener Spadig (lames, Head and Sill) Wail Framing: #2 Spruce/Pine/Fir Or Be", , �. Silicone #ID x 1172,. Saew Minimum Penetration GlannB Bead )'3/6" Cross Section V Taw AIM.. ..........1 117 Silicone Ededor Sheathing var/at/an In rodes and bul/d/ng types, It to leRup to the end userto determine, the pmiawl stallat/on otthese Items. LEAVE THE RUNLE WRAP Dan Before installing your window, the bubble wrap may be peeled bad for mspe.dw, but please ne stick the wrap to plcteU the blacks I'm Saslow%arm Oman, damage until <onrtns1o) is oanpl¢me Step 1 MeasWp to be sure the opelnkhg IS 3W to 112"larger than the window site both w:rtically and horizontally. ' You may wish W pre -drill the linitalabon holes in aide fin at this toes. AsalaRAIJ Ora nrW holes M she mounthy fin, W are not natinanr Step2 Andy a genati bead of 51110 e10 Me blickside of to mooting fin. Use enough sllkme to sufrlcleli fill all voM between the An and the wall sheathing. Sap 3 Insert the WkWM into theopereg Iran the outside, The window is labeled "aside" and ode", but N these labels have been MWMd, the OLRI22 lead should always be N the Inside of the bullding. Stop 9 Ini shims under the Sill, adlustng them wall the drill: is plumb in the opening. Shims should be Installed under the sill every 2 feet. The window should be bastal :"mores in the with no mare Nan 1/4" between the window and wall Ham". S Itsrotlaxlbx l-1/2'wow 4"from the tamer of the foe at eatll end of Use head sill and both jambs. Rep 6 Instal the remamhn9 fasteners in incminena from the corner screws W the owsta of each hone member. Use care not N ovar- tghten the screws and pull them through tta An. Alm, make sure the screws go in straight and do not co se, the frame to bow. Wall having should be a minimum of #2 Splucelnra/rb Retailers snom be#10 views ofsulhdett Iwo to Mews l3/B etraton intone was and no less Into 1/2"ban ellge Ofhaman. Soy 6 9 desired, a foam NSueIM can be applied to the interim gap between the window and well halift If applied, doirmustbe the ROrl EXPANDING MEFOAM, Step 9 Sim tM+a windows am typically used In rooms with high moisture, e; bathrooms, I is recommended that the Interior gap between the window and wall naming oho be sealed with selmm and tooled so as not to inatfere with the irobMaUal of waliboad Ill or trim. Step 10 Om all constnxton Is complete, r'Ifli the bubble wrap hom the Inside and outside of the window. R mmessary, dean the Mod¢ with a told detergent and warm water ma , a soft doth. Failure to follow these procedures will void any and all warranties. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Approval # Pressures Method Roofing: 1st Choice DADS COUNTY APP. IKO Industrues, Ltd Cembrid a AR g NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS.6 PER SHINGLE. FL30310.1 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R-2 COUNTY APP. Pr d t In . "Off -rid a vent" ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING ITAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-R9 PRODUCTS LLC #30 ASPHALTSATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905.1.1 PANEL WALLS: ALLOWABLE NEG. WIND PRESS RE 120.4 THE TAPCO GROUP 7" SHAKES VINYL SIDING INSTALL PER MANUFACTURE INSTRUCTIONS FL20403.4 HUBER ENGINEERED WOODS LLC ZIP SYSTEM ROOF SHFATHINr INSTALL PER MANUFACTURE INSTRUCTIONS FL17146 R7 HOMEGUARD BUILDING HOMEGUARD INSTALL PER MANUFACTURE INSTRUCTIONS CCRR-1092 PRODUCTS, Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 53W5 16 x 7 2"x6" P.T. WOOD JAMB WITH (5)1/2" DIA. x B" "1" BOLTS FL16546.8 2nd Choice +30.O/-32.0 ct )PAY 53w5 8x7 FL15279.84 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-CORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 FIBERGLASS DOORTAPCONS MIN, 4" FROM TOP & BOTTOM OF. INTERSECTIONS AND MIN. 12l' O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.12 +67.0/-67.0 THERMA TRULORP. SOLID FL20461.1 FIBERGLASS DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" D.C. 2nd Choice PLAST PRO ALL ONE FL15215.2 LITE SERIES THEREAFTER, (TYPICAL ALL 4 SIDES) Sidelights PLAT PROu FL15215.2 Sliding Doors: 1st Choice MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 AI m. relnf d n MI WINDOWS & DOORS SERIES 440 SGD Alum. reinforced FL15332.12 Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 Single Hun (fin) ANCHOR WITH MIN, Sa,F" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF INSTALLATION THIROUOVIDDEGH 2x BUCK USE#8BED. INTOWOODEW BUCK. +40/-50 MI WINDOWS 3500 SERIES Single Hung (flange) FL 17894.2 3540 SERIES +50.0/-50.0 MI WINDOWS SUFFIENT LENGTH TO ACHIEVE 1V- INCH MINIMUM EMBEDMENT FL17676.2 Single Hung (finJ IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES SingleFL17894.4 Hung (finless) frame Mullions: M•1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE Fl, 18504.1 1st Choice MIWINDOWS Mullion 3 16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A loll IMt192e Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 MuIlion EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644 R6 WITH MIN. IAA- EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 6E FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: 1st Choice +66.0/.71.6 KAYCAN LTD Standard vinyl Staple 10" on center In direction Oft f length FL16503.4 R5 Plygem / Variform Plygem Double 5 I Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard standard vinyl I sta les Solid 144 vented -145 FL12194.2 Hurricane Panels: Dade County App. ALL AMERICAN 24" Ga. 24 GA. STORM PANELS S Choice SHUTTER &GLASS Storm Panels FL16293 R3 I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: -1. # 56126 Name: Luis Pablo Torres Certification Number: FI. # 87864 Name: Certification Number: _ t'J r l CNI 0 M1 �' § " a o 00 OD g w 2 ^ F � to 00 U) � xm 1- �HvE a li"XI ,� col.ca w Y y to moms m o r�� Y 3 2F an 0ale m om€fig' g =e 0 c� a a '- ¢ in o nL Hi W r 9'w vN✓w.FD6FNG.COM ❑ ❑ ❑ U � z � z8 10 Z N Q a m Z in z l` ro o W� O m LA 2 u pa m M 1- ` " U ro�E 00 Q.• d' Y Q C4 C tab y //'^i aaa1e DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Jab Information: 0 Ln Lg..l N 0 c O) m Lo c m U OJLLJD 0 Do JmU)(/) Model Name / Number: Plan Issue Date: Tuesday, January 18, 2022 KA PROJECT NUMBER: 21-1014F2 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER THES9 DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER& WEATHER RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER R703.1 envelope shall i. Exterior walls shall provide the bcjio nIf with aweather-resistant exterior wall envelope. The exterior wall DOOR ROUGH OPENING TO BE USED. envelope Shall include }lashing as described In Section If 703.4. �WEATHER WINDOW UNIT RESISITIVE R703,1.1 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 wall assembly by provi.iing a water-resistant barrier behind the exterior cladding as TAPE s EXTERIOR SELF -ADHERED FLASHING 34'i"DEAD OF CONSTR. required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 In : 12.0 in SELF -ADHERED F LAS H I N G OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 Cm : 30.5 Om) R703,2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WALL BY 6IN. UP JAMB 6". USE LIQUID NAIL BRAND PRODUCTS DETAILS for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 ytcsFumeo wix"avi OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING asphalt felt shall be applied horizontally, with the upper rayer lapped over the lower layer not less than 2 inches. Where WEATHER EXTERIOR joints occur, felt shall be lapped not less than 6 inches. Other approved !materials shall be installed in accordance with the SELF -ADHERED FLASHING WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water•resistive baffler manufacturer's Installation Instructions. The No.1'�S asphalt felt or other approved water -resistive RESISITIVE CEMT. FIN. barrier material shall be continuous to the top of walls had terminated ai: penetrations and building appendages in a BARRIER SEAL TOPS OF JOISTS PER FBC-R (CURRENT EDITION) 703.7.3 manner to meet the requirements of the exterior wall envelope as described In Section R703.1. UNDER DECKING ,I SUSFLOOR (SEE DETAIL WP07) R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where SELF -ADHERED FLASHING � applied over wood•basetl Sheathing, snail include awater-resistive vapowpermeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer HEAD FLASHING TIE-IN INSTRUXTIONS Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703,4) Intended to drain 1. Cut, fold up & temporarily secure weather RIM JOIST to the water -resistive barrier is directed between the layers, resistive Harrier above Header to allow for Hashing installation Refer to the number marked as ® in each detail that corresponds to the 2. Self -adhered barn flashing plus head bashing under aching ether BUILDING numbered Items In the list Of Instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to of resistive barrier PAPER 1. Install Self -adhered flashing In order as Shown by numbers greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater absorbing layer or designed drainage space. 3. Fold weather resistive barrier back over head flashing and O 1 2. Install flashing and weather resistive barrier to form water shedding laps seal with tape 2 2 2� 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, Rashin Flashing, Approved metal flashing, vinyl flashing, sea -adhered membranes and mechanically attached flexible flashing shall be applied shingle- fashion or in accordance with the manufacturer's instructions. Metal flashing shall be Scale: Nrs SELF -ADHERED FLASHING embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's SELF -ADHERED FLASHING SELF -ADHERED FLASHING n �S1 scoring cuts instructions. Ali flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of FLANGED WINDOW W P®� EXTERIOR DOOR WITH DECK: - SECTION A W P ®2 CEMT FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W IP O V water to the building structural framing components. Solfadhered membranes used as flashing shall comply with FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 5. Remove all release paper per standard installation instructions and AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Ruidrapplied membranes used as flashing in EXTERIOR SHEATHING RUBBERIZED exterior walls shall comply with AAMA 714. The flashing shall extend t: the surface of the exterior wall finish. Approved .�. 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as shown by arrows flashing$ shall be installed at the following locations: -' EXTERIOR SHEATHING ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight t0 corner 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the REFER TO TECHNICAL (SEE DETAIL WP01) y necessary exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically N OR EQUAL WEATHER PROOF CAULKING 8. Mechanically fasten as LETTER ON CHEMICAL SCORED COMPATIBILITY a , RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing a4 exterior window and door openings shall be installed in accordance with one or more of the following: SELF -ADHERED FLASHING, ` �'0 r RELEASE PAPER TO EXPOSE SELF -ADHERED 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing - m FLASHING VERTICALLY FROM BOTTOM OF instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. c THRESHOLD Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wail finish or to ,.'m 2 s + MECHANICALLY FASTEN AS the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection NECESSARY IN CORNERS THROUGH at the head and sides.SECm (SEE TDETAIL WP02) SELF- ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional to 1.3 In accordance with other approved methods. 0 SELF -ADHERED 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ H FLASHING ' 2 WDMA 300 or FMA/AAMA/WDMA 400. 2. At the intersection of chimneys Or other masonry Construction with frame Or stucco walls, with SELF -ADHERED FLASHING rJ projecting lips on both sides under stucco copings. NAILING FLANGE 1 Oz 4 3. Under and at the ends of masonry, wood or metal copings and sills. 2 SEAL TOPS OF JOISTS t 6 4. Continuously above all projecting wood trim. 0 DO NOT FLASH OVER - UNDER DECKING .G ee N M1 FLANGE BOTTOM NAILING 8 (SEE DETAIL WP07) 2 S. where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. ,5 o a "- F to � m 6. At wall and roof intersections. SELF -ADHERED FLASHING �/�/p®A SELF -ADHERED \p/PoG SELF -ADHERED FLASHING \/fj/'P®`+ HALF ROUND WINDOW V V i� 4 EXTERIOR DOOR WITH DECK V V J INSIDE CORNER V V V 7. At bulit•in gutters. `�y a agm W m tts .15 o p SELF ADHERED FLASHING DECK PROTECTORMW ", W R m SHEATHING '- 718" Cement Plaster e a ? = d L G 7/8" Cement Plaster in accordance with 0 6 s P 0 in accordance with m9 2 a Z) o ASTMC926 ASTMC926 "2 01 c J M SELF -ADHERED...., mb WWW.FDSFNO.COM ❑ ❑ ❑ -- FLASHING PATCH Felt backed metal .. Felt backed metal lathe in accordance lathe in accordance SELF -ADHERED FLASHING * yr with AST MC1063 with ASTMC1063 Z DECK PROTECTOR Building Paper Building Paper 'aaVV 7/16" O.S.B. � o_ DOUBLE sheathing sheathing i ��� SINGLE l I JOIST' ; ' Metal Keep top edge tff t� JOIST T Flashing 2� below tweep op v', ' \ SELF -ADHERED FLASHING - i SELF -ADHERED FLASHING 1 -, -? p p -f 3 1/2" block 2 i Unperforated Vulcum 3"MIN .� r .max Flange 7/8" th = c m 4 ceuk bottom Weep Screed m 2 5r joint only r` Metal Flashing O . Maintain L 00 Bottom of - 3-1/2" Unperforated = o SELF -ADHERED FLASHING W P ®� APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN W 1"10 Weep Screed Flange 7/8" Weep Screed U `N o 00 SELF.ADHERED FLASHING FWP 07 P H0.8362x;DECK JOIST 1 OUTSIDE CORNER ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE 1 1/2" t0 2 �'\\-IIIWAA INSTALLATION OF THE BUCK/RECEPTOR. Above Roof 1/2" Cemen1it10U5 4 � � m a�;m Sheathing Decorative Finish DAMS HOMES o'• • o, All Inside and - t�, outside Comer will FLORIDA CONTRACTORS UCENSE NO. CRC1330146 EXTERIOR - WINDOW UNIT ° need to be miter 3000 GULFBREEZE PARKWAY o cut and caulked all GULFBREEZE FLORIDA 32563 CEMT. FIN. Cement Plaster o', c butt joints need to ' BUILDING PAPER in accordance SLOPE SLOPE with ASTMC926 0 0 ° ,d , Vulcum caulk for all using DIVISION LOCATION: 0.3in:12.0in \ PORT ST. LUCIE SLOPE 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 _ V Jab Information: (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING ~"-"- EXTERIOR CEMT. FIN. BUILDING PAPER O WIRE LATH 1/2" Cement �•- SELF-ADHERED FLASHING Plaster Finish 0 cr �+ r... Block LLJ 12 a 0) WIRE LATH 21/2" Perforated "o. Flange 1/2" Weep j� m �, BUILDING PAPER BUILDING PAPER Cement o Screed _ U7 3 Plaster U o d over block O J LU ZD r` lstfloor J m 0 00 EXTERIOR WINDOW UNIT CENT. FIN. Install bottom 0 Model Name / Number: Slab edge of weep screed 1" below finish floor Plan Issue Date: OPTIONAL DETAIL Tuesday, January 18, 2022 3 3 O V K4 PROJECT NUMBER: Note: 21-10142 The building paper and metal lath WEEP SCREED DETAIL must b� installed over the top of sheet: ■ -,w of: SELF -ADHERED FLASHING W P 1 CI SELF -ADHERED FLASHING SELF -ADHERED FLASHING p w �+ CEMT. FINISH WINDOW HEAD CEMT. FINISH WINDOWSILL W P CEMT. FINISH PARAPET WALL W IT" the We@p screed. SCALE: NOT TO SCALE WATER PROOF DETAILS 5" bath duct to roof cap w/ standard 70 cfm bath fan —light 1w 50 1Ox6 1wed axs F.G. 5HWR VERED PATIO .6..\ 20x10 /*X xasa ■ L i zl 1 Ox6 1 we' l 85 gal, Fil DEIL 25 SIR — ---- - - 14 8l 1 wcd 190 aREAT ROOM ^" VAULT CEILING u 128x06 1 wcd w x16 ag 1 7„ 1 VAULTED CEILING 1 NOOK 1 VAULT CEILING 10x10 fag ........ •••• 10 „ x we 4 10x6 1wed ss� 1w1sH • • 90 - _ _ SR/1811 N - - - - - - 8,i ••. - - 1R/IW - - - 6 , sss :...18x18 g 1PIEc R BER 1145:a c 10 Tl1H �,g• �x6 1 CEIL1 — wcd j N u VALLTEDCEIUNGI 75 6„ o } - - -- 8zc4r c - — _ r 8 4, SINK 10 1 rag 8 42X42 A/C SLAB a 7" x6 lwcd �l BY BLDR MIN 10x10 rag f vAULTrDcLG.150 - - 2' FROM WALL EWE= , i Iff VERIFY 1 Ox6 1 wcd I 2•-2•— ' LOCATION w/ BUILDER m 85 „ WASH b 6 Li V LTED OEILINCi 10 LAUNI - lwacd 16' , 65 — e g„ 14x8 1wed 24. 5" bath duct to roof cap w/ standard 70 cfm bath fan LSEE ENERGY FORM FOR WALL INSULATION REQUIREMENTS �. 1 6x24 f g A CI / 4" dryer duct Q.T.to roof cap _ _ — _ -----• r — N il w/dryer vent box •------- A=AccEss C2_ u TEor.EIUNG — LOCATE IN FIELD FOYER 110' - " CEILING �11tEaV.jn� 3 CAR GARAGE 8, CEILING \ '---------------- ------'I ____________TINE_4F_G'd4AgEP94R_________-__ 25 SH 2H SHCnaa I - B' ME ales I S-2 II NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED AREA CALCULATIONS 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS 1st FLOOR 2020 S.F. — 8 70VERHEAO DobR Transfer ducts/grills sized in compliance 16 x 7 OVERHEAD DOOR with Florida Residential Building Code—M1602.4 TOTAL UV!NG(ACy 2020 S.F. 1 I balanced return alr. n PLAN F�0►C1R GARAGE 599 S.F. 3.0 TON W/10KW ®240V 1PH EXCEPTIONS 1-3 0MRED EN-HY (HAS Fj 34 SF. 18x13 plen 22x14 rod SCALE:1/4 • =1°•0' ALL ELEVATIONS COVERED PATIO/LANAI zoo S.F. platform by bldr scale :1/4"=1'0" z—� Toni ARFAI,NDFR RDOF 7M7 S.F. v s 0 � O � V O < o e < S (Q s � S 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.