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HomeMy WebLinkAboutBuilding PlanTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITI(,,IDES, INCLUDING SOIL APPLIED PESTICIDES, SHT NO: TITLE BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OFTHE 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 15 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. WINE SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LES OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70E OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 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 WOOD FRAMED CONSTRUCTION MANUAL 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 USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 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. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO BE IMPLEMENTED. 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. ALUMINUM DESIGN MANUAL -AAF-20 1. CODE REQUIREMENTS: IT IS THE INTENT. THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: EXTERIOR COVERING MASONRY WALL CONST. (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES II 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 (f m = 2000 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C27014A, 3. COARSE GROUT SHALL CONFORM TO ASTM C47640 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA OF 3000 PSI SLUMP 8" T011". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR WOIST*** LL/360 LL/180 LL/360 LL/360 LL/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: 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. 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 LOFT, 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 MS05ON 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 *Tl MAX 2" UP TO 40FT SPAN **TL MAX 3/4" *** TL MAX 1/2" 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 TFACING OTAL THICKNESS MATERIALOR 1), , PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED AS SET IN TABLE CONCEALED, CEMENT BE I ZCORDANCE WITH ASTM G926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONEOF THE TYPES LATERLISSHALL GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8, TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10, DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. 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 INIXVIDUAL 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 ®RAIN 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 N0. 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 MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 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 T01" 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 Po = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SAP 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: OR OR CSB FLOOR SHEATHI G: T&G A- GROUP 11 PA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE, TOP CHORD ILL TOP CHORD DL 20. 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 0 10 0 10 0 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD ILL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NONCONCURRENT) 20 50 10 NOTE: ILL REDUCTIONS ARE ALLOWED PER CODE DOT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELFADHERED MEMBRANES AND MECHANICALLY ATTACHED WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION, PER R604.3.15 SHEATHING SHALL SPE TOP CHORD ILL 40 (PSF) COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT Z 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA 4O O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 25.5 (+) 26.5 20 028.8 (-) 34.4 s O 50 (+) 24.8 (+) .8 O (-) 27.1 31 (-) 31.1 0 (+) 23.4 (+) 23.4 100 (-) 25.7 0 28.8 4 DIAGRAM GARAGE DOORS* SOFFIT 9'-O" x 7'-0" 16'-0" x 7'-0" 1(-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY WAN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC %.rrr ' N 0 0 to v 0 s tlf .v-1 m g=8 ti Ew i�i co gg nm FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS CIFIED. TOP CHORD OL 10 (PSF) INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES g1$ SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES 21 _ a 1LL _ W 0; N IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF) LL $ g a ,2 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 ---- �_ Z •°' za o 0 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN - g g m ' 8 w lo R t I$ d Q 9 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 • • W 03 - o J 800 OR ASTM C920 CLASS 25 GRADE INS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. m a 8 W �-'� 00 m d C1281 AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: YEARLY MAINTENANCE AND INSPECTIONS BY THE BUILDER/HOMEOWNER ARE NECESSARY a $ y Z J 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 MUST BE TAKEN TO CHECK WINDOWS AND TO THE SURFACE OF THE EXTERIOR WALL FINISH. 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 aae'a N 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 r- i El El C • EXTERIOR WINDOW/DOOR OPENINGS. vw✓w.wser.c.coM THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. TO PROTECT THE COATINGS. THE DESIGNER AND ENGINEER OF RECORD ARE NOT LIBRARIES 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. RESPONSIBLE FOR THE UPKEEP OF THE HOME AND WILL NOT BE HELD LIABLE FOR � • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. READING ROOMS 60 (PSF) U 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. INSTANCES THAT MAY OCCUR OVER THE NORMAL LIFE OF THE HOME WITHOUT PROPER • UNDER AND L THE ENDS OF MASONRY, WOOD OR METAL COPINGSAND SILLS. STACK ROOMS 150 (PSF) • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, MAINTENANCE. z o • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL @ HAND RAILS (d) 200 (PSF) Z d 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) z q 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) f`:WnuU aunT `)5 J 5 • AT WALL AND ROOF INTERSECTION. N • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) juaur.'' d � �� I'0'!-'�I!�°�"�� o- STAIRS 40 (PSF) `I UPLIFT CONNECTORS FOOT NOTES LL1)6 r Z df)Y z N d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG Q) 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. 03A?303ti 4�TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. L% m uan MORE INFO. © w g sj^�•�. BUILDER NOTICE: ti M �'�(`�J•t FIELD REPAIR NOTES GENERAL NOTES: J m U - N E `r' 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Engineer listed In the tltleblock of these ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed - 00 .L.°- 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 C) 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to ,ri4 y,,' c 00 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 C N d 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 Deslgner/Englneer are not Q;m PRIOR TO BONDAPPLYING FOUR.EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to A 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. KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance documents.- 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) t/4"x 2'A" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO,. SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT. OR OTHERWISE PARKWAY MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS Assurance Manager immediately. No backcharges will be considered 3O®O PwULFBREEZE A MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER for reimbursement 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 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A� ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON, notification and approval accordance to the terms of the agreement the Designer/Engineer. the Designer/Engineer wtthout advancedigner/Engineer.. GULFBREEZE, FLORIDA 32563 MISSED, CONTACT THE FOR FOR SUBSTITUTION. Payments will be made in a DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT ST` LUCIE 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 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 DAINIS HOME`; LUmLO ILI to M Of Northwest Floridal�® > a 3 �YUM p_IWZ) (000 a JCnWU) 00 w ® Model Name / Number: 3000 GULFBREEZE PARKWAY GULMOREEZE➢ FLORMA, 32560'a 2508 - ® Plan Issue Date: r oCl Monday, December 13, 2021 VIIIIIIIII�VtiiED FO , ItVT KA PROJECT NUMBER: I CODE C®MPI-I`p��A,C�/E' 21-10554 MODEL 2508 3C'F ST. L.0 �® COUNTY ` Sheet: � Of: V COVER SHEET FILE C Plr BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS UPLIFT TOP BOTTOM MARK SPACING CAP.(d0NO (2)led TOENAILS (2)led TOENAILS FSPECIES UPUFP BW2 W/ (6}10d SPl W/ (6)10d 402 16"SP2 STUD, (6) led PLATE STUD, (4) 10d PLATE BW3 16" (2) SP2 W/ (6) 10d (2) SPi W/ IS) 10d803 STUD 6 led PLATE STUD 4 1Od PLATE BW4 16" (2) led TOENAILS (2) 16d TOENAILS SYP NO UPUrT SP2 W/ (6)­10d SP1 W/ (6)AOd BW5 16" STUD, 6 1Qd PLATE STUD 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (6) SOd SP1 W/ (6)-10d SYP 87tl 16" STUD 6 10d PLATE STUD, 4 10d PLATE BW7 12' (2) led TOENAILS (2) led TOENAILS SPF NO UPU FT SP2 W/ (6)-1Dd SP1 W/ (6F10d BW8 12" STUD,(6) 10d PLATE STUD, (4) 10d PLATE SPF 535 (2) SP2 W/ (6) SOd SP1 W/ (8)10d BW9 12" STUD (6)10d PLATE STUD, (4) led PLATE SPF 1070 BW10 12" (2) led TOENAILS (2) led TOENAILS SYP 0 SP2 W/ (6)-10d SPS W/ (6}10d BW11 12' STUD, (6) SOd PLATE STUD, (4) led PLATE SYP 585 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d BW12 12" STUD, IS) 10d PLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP OF WALL ,+.�_ SEE PLAN T MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MSD3/SS FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. T CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION FOR MORE 2x P.T. W/ 1/2- AB @ 32' O.C. W/ 7" INFO EMBEDMENT OR 1/2- A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. REQUIRES MIN ALT.; SIMPSON 1/2" TITEN HD @ 32" O.C. 7/16" OSS PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4"oc SEE GENERAL NOTE#8 BRG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP 41 OR SPF#2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SPA, SP6 AND SPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALLIS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ Sd WAILS AT 4" O.C. IN REMAND EDGE TO (1) SIDE OF WALL 7. ALL 2x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d= 0.148" DIA. x 3' LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFTJUP) C1 (3) 2 x 4 #2 SPF (4) - led TOENAILS 0 DTT2Z 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 D7172Z W/ 1/2" WEDGE C4 (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4" X 11/2" 2145 SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** U _ 5W0 SYP POST & (12) - 15d NAILS 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G = 12000 C6 SYP POST & (12) - Ted NAILS U - 2300 8 x 8 P.T. #2 ABU88 W/ (2). 5/8" ATR* * G = 24335 C7 SYP POST & (18) - led NAILS U = 2320 a 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5-SDS2.5 W/ (14) 1/4" x 21/2" SDS WS & 5/w EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 X 525 P.L HDU5SDS2.5 W/ (14) 1/4" x C9 1.8E Fb=2400 PSI 21/2" SDS WS & 5/W EXOPY 5645 WOLMANIZED IF EXT.j ANCHOR, OR ATR*- 3.5 x 7 P.L. HDU8SDS2.5 W/ (20) 1/4" x cuo 1.8E Fb-2400 PSI 21/2" SDS WE & 7/8"EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb=2400 PSI HOU8-SDS2.5 W/ (20)1/4" X 21/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 X 7 P.L. HDU&SD52.5 W/ (20) 1/4" x CY2 1.8E FL=2400 PSI 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR**" GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO, 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF#2 UNO ON PLAN. 3, NAIL BUILT UP STUDS PER DETAIL WF37/S3 4, MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2' ATR 6" EMBEDMENT FOR 5/8' ATR 8" EMBEDMENT FOR 7/W ATR 5. IF [01 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 DIA. / LENGTH PNEUMATIC GUN COMMON W. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING ad OA31" X 2 IN' 0.131' X 21h" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS SOd OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.1.48' X 3 Y" 0.131" X 3 M* NAILS & TOP PLATE 12d 0.148" X 3 %' 0.131' X 3 W S" O.C.(GOMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131" X 3" 8. O.C,(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS led 0.162' X 3'h" 0,131' X 3 4A" (2) 160(COMMON) SEE PLAN (3) 16D ( GUN NAILS) BEAM SCHEDULE BEAM SIZE CONNECTIONS r (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) DSB FUTCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HYS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.D. ON ROOF PLAN. (2)- 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB BITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM 4� BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 USE FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2). 1 3/4' x 111/4" LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS HTS20 i0 WOOD POST 1/4' z 31/2" SDS WOOD OR (2) SIMPSON HETA16 TO CMU OR (2) I SCREWS @ 16" O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2).13/4" x 117/8"LVL 20E -PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 USI00 NG (2) ROWS TOGETHER USING SIMPSON LSTA24 OR (2) 1/4" x 3 SDS W000 SIMPSON HTS20 TO WOOD POST 0 1 SCREWS @ 16' O.C. TYP. OR (2) SIMPSON HE7A16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4' x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4' x 3 1/2' SDS WOOD SIMPSON HrS20 TO WOOD POST SCREWS @ 16' O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" SEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) • 2X6 #2 SYP SEE GENERAL HEADER NOTE 95 W/ V2" FLITCH PLATE THIS SHEET H2 1 AL HEADER NOTE k5 F 112"TCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE 45 W/ 12" FLITCH PLATE THIS SHEET H4 (2)-2X12#2 SYP SEE GENERAL HEADER NOTE#5 W/ 1/2" FLITCH PLATE THIS SHEET H5 (2) - 1 3/4" X 11 1/4 ATTACH TOGETHER WI (2) ROWS 1/4" X 3 1/2 LVL 2.0E Fb--2600 PSI SDS WD SCREWS & 16' O.C. TYP. EACH SIDE (2)-13W'X 91A ATTACH TOGETHER WI(3)ROWS 1/4-X31/2' H6 LVL 2.0E Fb=2600 PSI I SDS WD SCREWS @ 16" O,C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS RED. AT OPENINGS OPENING 2x4 WALL 2X6 OR 2X8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 11-0" 3'-1-1„ (1) (2) (1) (2) 4'.O^ T-O" (2) 0) (2) (2) 10'-0" - 16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS LINO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12' o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER 15 NOT SPECIFIED CONTACT E.O.R. I ib a BIBB N N N IX W N ti eH N 7'-8 " 25 SH EGRESS B'- 0', FIBERGLASS TUB / SHOWER BW1 UNIT IIIC�IIIIIIII1111p11111111�ABOVE_ �11 1141 IN, I M 1 - - - - 16" PRECAST ABOVE LANAI 8'-0" G °P ro TEMP. ?SS � A H2 1 9 rn (2) 3050 SH F �/ 2868 --D- !A O N4 H4 a BREAKFAST 10'-0" CLG 2868 m U FLR 00 -� 36" FLAT BAR LINE TOP ON 343h" WALL o FAMILY ROOM KITCHEN z 10'-0" CLG 10'-0" CLG o 0 I y J 4 i a 4/0O1P'G 8'-0" CLG FLR LINE-' DROP °0 10"x12" R/A CLG SOFFIT 2868 i T-8" 3'-8" i i rn 1 - l *d II iw I I to o IUTILITI 8' 0" CLC I �3 of I _ 2 BW2 I Hi 5 --------------- ATTIC ACCESS LOCATE IN FIELD ; SEE ENERGY FORM 22' X 36" MIN _ _ , FOR WALL INSULATION REQUIREMENTS 3 CAR GARAGE 8'-C" CLG LT "____________ __________-I ----L L- _ G.T. G.T. O S12 G S-2 OS-2 8 X 7 OVE EAD 16 X 7 OVERHEAD 10'-0" BW2 ATTIC ACCESS LOCATE IN FIELD 22" X 36" MIN Ac 10" 7'-11" �COL FLRG LINE VG ROOM 10"xi2" 10'-0" CLG SOFFIT I i FOYERw' 10'-0" CLG W F39 S•3 MS03 � S•1 , 68 EGRESS (2) - 12- SIDELITES DBL 26 1 �� © TRANSOM ABV. S3 MET. T'HLD o TRANS.ABV SEE ELEV. C i i in Nq ENTRY 10' CLG BM8 CD23 " S$ ii TYPICAL ALL COLS. CANTILEVER - TYPICAL CD CS BEAM ALL COLS. O BL 25 SH v MSO3 00 Z S1 ; BIBB lV LL H1 � 14'-W Bws WNE BEDROOM ' 8'-0" CLG 4I 60 ' Y N OD OD N R/SH I 2 - R/SH I (n I ao o 00 °° oa z I N I I I ' 1 R/SH , �i z R/SH a In W J o a o i O'S BATH 8'-O" CLG ',7" 2'-3" 5'-4" 4'-10" - U) Ca T. a m q m I M T O 3X5 0' m O F.G. I , SHWR 5-SH tMS03 I I BW3 I C8 S1 Id 1w 8 Co to J LIVING ROOM III I� a I INVERTED HIP TO 10' J > - - - - J, Z O0 MS03co ti f S1 \ \ EA SIDE OF ENTRY I \ S01 3" X 10" \ S-2 CORNER \ PROJECT qS 0 ALL LOC S \ SHOWN \ I _. SF31 \ U l \ DBL 25 SH i0 BM8 8' CEILING BM3 10'-4" 4'-0" v o 16" X 16" COL. BASE " TYP. W/TAPPERED v CRAFTMAN COL. ABV. ® ®T 4 01110 FLOOR PLAN SCALE: 1/4" =1'•0" ELEVATION "CR" 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B A +27.6 / -29.9 © +27. B / -37.0 © +26.5 / -28.8 O +26.5 / -34.4 O+24.8 / -27.1 O +24.8 / -31.1 O+24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES 1. R302.5.1 Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid son Is Installed 5'-0" on each side of the venting. 3. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics b not less than 1/2-inch Y / (12.7mm) gypsum board applied to the garage side. Garage beneath roams shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supportingthe separation shall also protected by not less than 1/2 Inch (12,7mm) gypsum board or equivalent. 4. R312.2.1 Window sills In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and greater Than 72 Inches above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following t3 listed methodsJ 5. R308.4.2 All windows Within 2'-0" of doors and In shower or tub areas will be safety tempered glass. 6. Ceiling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone On roof diagram nailing schedule or 5/8" CDX. 1X T&G acceptable for substitution. 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. 8. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods specified in sections M1502.4.5.1 through M1502.4.5.3 9. Callings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ Sd nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer Specifications AREA CALCULATIONS LIVING 2523 S.F. TOTAL LIVING (AC) 2523 S.F. GARAGE 620 S.F. COVERED ENTRY (BASE) 177 S.F. COVERED PATIO/LANAI 200 S.F. TOTAL AREA UNDER ROOF 3520 S.F. gs2; sw ng W to � co Ev o� tt xc rs O N J TI J $ J LL LL LL c k N 1O N A F' O 3 W ThF` 3 ul - d M1w ut 43m 3 w a .2 C21 4C 9 sa L� Eg.2 B 9�S�o a 3 " 0 � Z-B MS 0 2Y2 P �aWa W o: J O� .}%r p oJ W 6c p M g - yq � E-b o o� a. WWAIDSENGGOM ❑ I] C1 � w z_ p S Z S "0 Q LL �1 - w Z N m 4� w a CJ w uon c J ' F E sC4 ®® - 0 = O^m t U `ccopp a a.� . _-.. 4 DAMS HOMES HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: j0 1 z =mU) 00 C 0) W �0 i A M TO (D In a ® -�rj°� �L�e//J�� �(//�� ago O O W W VJ Model Name / Number: 2508 ® Plan Issue Date: Monday, December 13, 2021 0 KA PROJECT NUMBER: 21-10554 Sheet: Of: FLOOR PLAN I ii I'sW=,�w 1 LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 2,508 x 3 = 7524 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 36,524 SUBTRACT 100 % OF FIRST 10,000 - 10,000 A= 26,524 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10.000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS 0 100% = 10,000 + 40% OF "A" _ 00 x 26,524) =10,610 +100% OF "B" _ (20,000) = 20,000 TOTAL WATTAGE = 40,610 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 170 200 AMP PANEL PROVIDED 0 BIBB INSTALL FAN BOX PREWIRE / ID�- STALL FAN / ' BOX PREWIRE INSTALL FAN BOX PREWIRE �\ u WP GFI \\ 1 INSTALL FAN ,BOX PREWIRE FI CM '6A I / I 0 GFl ' CM ---------- /P , ----------- GFI _ Is , \ I GFI, 2 ®� 2 INSTALL FAN F1' FAN I 0 GFI" BOX PREWIRE ' GFI FOR D/W LOCATED IN PREWIR I I I I I FI ; FOR HOOD I , ADJACENT CAB u I GFI../ I I - , G II � I � II I� GFI --- -------- ---- — 1�'11, INSTALL FAN \ BOX PREWIRE Lil, \ o 0 / I I rl1 , T O '220 II I I Hl=; ---------------- 220 GFI III W.H. I w ELECTRICAL GFI' 1 \ "\ PANEL @ 42" U NOTE: LOCATION OF METER AND PANEL BOX w TO BE BY BUILDER. IF NO GARAGE SEVICE 1 DOOR IS PROVIDED A DISCONNECT SHALL BE ADDED AT METER LOCATION. ATTIC ELECTRIC / IF REQ' D BY CODE \ , GFI _ 042" r GFI (/ GFI 11/ FOR GARAGE NOTE: DOOR OPENER FOR GARAGE KEEP COACH LITES OUT OF BANDING, QUOINS, AND DOOR OPENER "------------------- ROUND COLUMNS WHEN '----------------------------------------------" POSSIBLE, REFER TO ELEVATION FOR TRIM. HOSE BIBB @ 42" i Elm - COACH LIGHT COACH LIGHT - - — _ _ _ _ _ --- - _ ' COACH LIGHT — — — — INSTALL FAN D 1 I BOX PREWIRE WP \ GFI ,I II II , II II II II II I 1 II �I II II II II „ II II II II II II , II II II II® ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELEVATION "CR" ELECTRICAL NOTES: UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE. POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36"FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24 THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS T'HE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 1W FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR $3 THREE-WAY SWITCH COMBO UNIT $4 FOUR-WAY SWITCH /� FLOOD LIGHT $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET ° CEILING FAN 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT (n ' 2 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET Dp P DISPOSAL N❑ T.V. CABLE OUTLET L-= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING a JUNCTION WATER PROOF RECESSED LIGHTING O BOX THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOORPUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFYRNALAMPSNEEDED SAMEAS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 210 COPPER OR 4/D ALUMN. IN 2" CONDUIT METER AIN NNECT C 0 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL. #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODEAPPROVED CLAMP TO EITHER 2) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. 14 N 0 N M v U m v 0 1€- uo egg e n m +,8 6 li 12 w m, Nmro d 2� 3E�sg� ,rd Ow. w. 3 gg fi 'o�rm N N 0 itp' O 0. j (L'62 D�ae9 ° a o ❑ ❑ ❑ ,- WWW.R)SENGAOM z z W z M n z� Q m a — Z ri In N 0 UQ)W C No 0 w u5n' `/tj c m ix m aom dm' r%Aaw`+ uO%uac FLORIDA CONTRACTORS LICENSE NO. CPC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: O a> z O m� LL.I 0 O � M L4 N U V n z F Um0)a o ✓ ' o Mj Pv J W / r^LLJJ vJ 00 LL Model Name / Number: 2508 Plan Issue Date: Monday, December 13, 2021 KA PROJECT NUMBER: 21-10554 Sheet: /ti Of: ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 _ net so inches of venting needed usually for intake and exhaust M4 bo FLR. TOP OF BLOCK -1N. FLR. DBL 25 SH 49" OR RIDGF VENT TOP GF BLO W'DOW HEAD NGT 0 LITE TEXTURED C0 ro +e•arrworf uErx 23 SH CEMENTmOUS COATING 'o12 6 25 SH FW. RR. DBL 3050 SH RIGHT ELEVATION "CR" SCALE 3/16" =1'0` 48" OFF RIDGE VENT 48" OFF RIDGE VENT 2650 SH 1 2650 SH 12 6 LITE TEXTURED CEMENTITIOUS COATING l 12"X22"SCORED DECR. LOUVER W/ 4" BAND TOP OF BLOCK DOW HEAD HOT b ro � m N. FLR. 25 SH UTE TEXTURED CENIENTITIOUS COATING 25 SH 25 SH TOP OF BLOCI 0 °� 00 FIN. FLR. REAR ELEVATION SCALE:1/4" =1%0" S 16x7 OVERHEAD 8x7 OVERHEAD I "Imam V- Soffit product provides 12"X22"SCORED DECR. LOUVER W/ 4" BAND TOP OF BLOCK DOW HEAD HOT b ro � m N. FLR. 25 SH UTE TEXTURED CENIENTITIOUS COATING 25 SH 25 SH TOP OF BLOCI 0 °� 00 FIN. FLR. REAR ELEVATION SCALE:1/4" =1%0" S 16x7 OVERHEAD 8x7 OVERHEAD I "Imam V- Soffit product provides 4.12 18,00 net sq in /sf net sq in / If Ridge vent provides Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F. of Area to be vented (SF) — 3520 s.f. Total needed for exhaust for upper 1/3 845 netsginches Total.. needed for intake (soffit area, lower) 845 net sq inches Number of Off Ridge vents for upper 1/3 needed 6 L.F. of Ridge Vent needed (can be used in combo with ORV) 47 Lineal Feet of Soffit needed to meet required 154 Lineal S.F. provided by plan 223 WOfFRIDGEWNT LEFT ELEVATION "CR" SCALE: 3/16" -1'-0" DBL 25 SH TOP OF BLOC b FIN. FLR. 13RG @ ENTRY Ca 0 0 OD bo iD a FIN FLR OBL 26SH 3068 DOOR WITH (2} L- L- ON HIGH COL LETS TEXTURED 4'10• COLON 16" TRANSOM ABOVE 12" SIDEUTES & ON 28" HIGH CEMENTITIOUS COATING 28" HIGH BASE 16" TRANSOM BASE (2) FIXED GLASS ABV _ FRONT ELEVATION "CR" SCALE: 1/4" =1'-0" o a o w*tv;a 68 FA d Ada R. w Os,�z c yn' Q c.g,y? Ui IL 6 w€ 0 a b I -B Q O b £ RY m0, WrRm°� Z WY LL Km QO] J Q• Q Q a o V) (O7 gb�mTS r5 w XDSENQ.COM ///ggq��,✓V z z � W o z ,o /i z a Q dN N Z r N ^, -) y W O W W Uvisa O w g l/1 c Lo �m � J U ENE00 h" = 0 OD � G < am Inn�w� urErurc FLORIDA CONTRACTORS UCENSENO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST�PORT sT. LUCIEE Job Information: noo 0 z °° ,r) W s 0 °' m a ��d 3 W z �m�a Z' OJLU 00 GD o I.E. J CO U) (n VI Model Name / Number: 2508 Plan Issue Date: Monday, December 13, 2021 VI KA PROJECT NUMBER: 2110564 Sheet: 5 Of: ELEVATION - CR SEE DET. iBO3 FOR WIND 1 < 155/C M G.C. TO PRI BLOCKING' W/ APA REI FOR SPAN F SHEATHING SEE"HIP/R BLOCKING" 20'-0" MAX 20'-0" MAX FOR WIND SPEEDS < 155/C MPH * * ALTERNATE SPAN RATED 32/18 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING liens 110111111m "X7 BRACE SEE -CONTINUOUS NOW& SO TTOM CHORD Sol MIEN MINN F, 0 r0i MAIN in in 1 11111110 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: PO FIRST(4)BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) I 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 I ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.E MPH ND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) [TIP ROOF >20 TO 45 DEG. WIND AREA (*)VALUE DENOTES PRESSURE [4:12]-[12:12] (30 FEET) a=4R Q AREA ROOF 1 2e 2r 3HIP .37.02 -51.06 -5106 -51.06GABLE 37.00 -37.00J:2n� .58.99 1 -58.99 -58.99 -76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND 1'LLE)' ZONE 1: ASTM F1667 RSRS-03 (1 Od) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD r ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4"O.0 IN FIELD ROOF SHEATHING: SHINGLE: U32" EXP. 1 (da20) Q 0 ILL 'lR32" EXP. 1 (A20) Q NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3g" x 0.113") NAILS r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 3132", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-0310d (2Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILSR 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG, [4:12]-112:12] RAFTERWI BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 1So O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS _. W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAYBE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER HAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES A MINIMUM le SPACE 15 RECOMMENDED BETWEEN PANELS AT EDGESAND END JOINTS TOALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN O NML AT BASE 2 ROWS m 4'O.C, Wild COMMON NAIL. © NAILAT TOP PLATE TWO ROWS @4"O.C. w/8d COMMON NAIL. © NAIL OPENING PERIMETER W (2) ROWS @ 4" O.C. W ed COMMON NAIL. NAIL INTERIOR AT 8" O.C. W1 ad COMMON NAIL. OSTAGGER ALL VERTICAL JOINTS& NA&04"O.C. Td Ed COMMON NAIL. O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w/8d COMMON NAILS @ CO.C. (2) ROWS @ TOP & BOTT. @ (2)ad NAILS@3'OLD, TO EACH TRUSS END OR@ VERTICAL MEMBER IF GABLE END. @ FLOOR SHEATHING V.- PLYWOOD DECKING GLUED AN NAILED w/Sd COMMON NAILS AT G• O.C. AT EDGES OVERDRIVE NAILS: FASTNERS SHALL NOT PENETRATE SURFACE MORE THEN 118E 1n-- T'. 1511 OSB - EXP0.9URE1 SHEATHING PROVIDE BLOCKING 1 II II AS REQUIRED PER I II II SECTION X-X IF NOT FULL HEIGHT SHEET - - ---' @ FLOOR SYSTEM NOTE: ad NAILS FOR WALL SHEATHING MUST BE MINA 31'X 21/2'. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN IC (212x TOP PLATE BEYOND 15/32" OSB EXPOSURE I I- SHEATHING mil I� II ii II 1 F II D 2% BLOCKING I- II II II II I @ALL SHEATHING US III III III II II II I III 11 11 II 1 EDGES ED D III III III II �I II 111 II 11 II I (SEE SECTION X-X) L� I)i ul C III II II I I D III u u 1 _ IN III III OPENING III II II II 1 III II II �LL< III C II x I u u nDw jll- tl1 Ijl nl III x II II I n 111 II E I ill F 2x STUDS BEYOND. IIII IIII IIII II II IIII 1 I II 1 I I II IIII 11 11 11 I II I II II II 11 II II I SEE PLAN ie %� IIII IIII I I II IIII i II IIII Ii 11 II I II O 0 IIII III II 11 IIII I I I II IIII 11 II II I II II II 1 0- wl IIII 11 a lul I I II IIII u n u I 1 II II I 2X RIBBON OR BLOCKING -r BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 31a' 3/4' zr. SINGLE NAIL EDGE SPACING -5, =W SPACIN 1? DOUBLE NAIL EDGE SPACING :1t w gy ai w -w ""I-214 P-T. BASE PLATE BEYOND SEE PLAN ATALL PANEL BLOCKING LOCATIONS MIN 2 X 4B2 SPF TURNED VERTICAL VW 7/19" FLITCH PLATE TOM (2)12d TOENAILS EA END. NAIL FLITCH PLATE TO VERTICAL WI (4) So! NAILS SECTION X-X 3" O.C. TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.s. CDNNKTMXMFpUIF FORT AN11Mf NOM6-M"ae125083[i CP",/Tt CeN , 1RUSB ID NFANmG POINT CtlNNkTfOPD CONNECT OR INFTOFSNx fASTFNEAT NOTES UPLIFT UPLIfT RATINGG C3-6, DEEAL F]V E7VC,H2,HI7 L/R- 298#.11.1 HETA36/PERTRU55MF8 I8100 is) 10x 1-1/2' B04-W5,BO6C-80BC,609 -'312 L/R. -503.E'I ss HETA15./HETA16 183E #/1810p (9)6d x 1-1/2" 1 (9)d x 1-1/2" (9)10dx A11-A33.At4C.A15 .6.812 L/R -669por leis HETA16/H10A 1B30#/1040# (18)19d..x 1-1/2' (18)10dx 1-1/1° FBI L/R 419 p or less HSCp/HLEA IN0#/1040# (18) SDd x 1-1/2" 1201 Bad 1-1/2- Al] L/R '1996#or less UUHETA16/(2)HT520 236SN/2620# (48)10d x 1.11V MIS L/R 354C"rless H25A/H10A S65N 11NDk (10)8tl 101 ad 001, D02 I/R 730#o11efs 12.SA/H10A/H10A: 565#/2040#/ 1.40# (18)SCd 1-1/2" ua)lad 1-1/2' (9) 10d 11/2" A06, AO]q AOBC 4M/R1164#oeles s IS HI➢A HUA16 META / / 1810p 3040p 1810N / / 18 Bad 11 2" ( 1 / (9) 10d 31/2' AD 1, A019 - L/M/R 1D444of less HEW16/MTS32/HETA16 is 10#/ 990#/ 19104 (14)106 K 11/2" ' (9) Bad 1 1/2' (9)lad x 11/2' ASIA, A02-ADS, ROD L/M/R 10441 ,less ArA16/MR12/AILA 1810"/990#1IMO# (14)10d x 1 1/2" (18)iotl x 1 1/2' RONoa 1-112" A09C L/M/R2424 por less PIHEIAI6/(2)UEER1 2365#/ 3279#/ 2365# (28)16d SINKERS 21HE7EA16 (20)10d x 1-1/2" 803 COOT .E4 PLF or less TDENML 330 PUT (1116d@4"D.C. PER GE0115-4 PHI pHs CONT. -224 a or less PER TRUSS MIR A09C SUPPORT COCUM N GOB IOINT #1824240or less HOU56052.i 5645# (14)1/4 21/2SDS WS& 8"MIN EMBED 5/8 Eld.,Ao bor or ATP )1/ N1/4" WedB ASM1or AD SUPPORT COLUMN C2 IU(w#iI -1696#or less OTRZ 2145p x l 1/2 SOS Screws,,is TRUSS MANUFACTURER_ PROBU LD DATEOFIAYOUTDATE OF TRUSS CUT SHEET51 4/2/2020 L-UFFER=RIGHF&M MIDDLENEARM3S. SHARING LOCATIONS ARE REFIAEWED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 TRUSS PLAN I'CFI" SCALE: 1/4" - 1'-0" 0. SIMPSON- CONNECTOR SCHEDULE TYPE CONNEOTOR&FASTE NEAS USP -CONNECTOR SCHEDULE CONNECTOR B FASTENERS I SPF U MASONRY IETAm W(WIWx112' t8t0 HTA20 wl (101W x1 tR" t5% 18T0 FRAME e 0 IY25Aw(1018#NMIL9 535 605 HI /A wf OOHe NWL9 b1S fiB6 O FRAME TO MT912 wH14f10,101W(AT ECIERDR 860 B90 MTW12vd14)IDJ x 112'(ATEXTENIOR I"1188 FRMIF LOCATION INCLUDE 19124 TORNULS) LOCATONINCLUDE 19112N TOENNL8) ©FRAAIETD MGr W12YBWr4All3 MID b3'ATA.WIT 5M0 Islas1T MUCIl6wp8J-.Da NNL8 AND5IB' AT.Rw M90 44% A9 M0NRY EMBEOMEYTW&NPSON gE ;EPDXY P90N EMBEDMENT W SIM'SEI" EPDXY OFRAME TO NT920w/(24j0d 711-(AT ExiEMOR HT'MOW(94)IOtlx 7'/2'IATE%TERIOR 12% TRAMP. IOGTx)N MCI USE 12d TpENAtB 1t28 1310 IO 7101414Q U[M 812tl TOFNALS tbaD FRME TO r4Nr920"MM8)IWx11:T(ATEKTM4IOR (W Hw110 W44911W x11rr pT ExTERDR 251E 911M FRAME LOCAIKNNCLUDE( i2010FNNES 225E 2ENU LOCAIIOA INCLUDE (8)12d ttIMHML9 (EA) HOTS W/ (16) 100 NAILS AM (2) SR' AT.R. FUGr2 w(tOPOtl xAILS AM](2) 63" AT.R. © fRAMS BID BE W12"EMDMENT wl GiMP901N"BET' 1069E w12' EMBEDMENT wI NMPSON'9ET' 7070 9N0 MA60NRY EYREY(HMI-9FOR3YL10 EPDXY HEUMFOR3 MY) O PRAME TO FGTRPH(18)1/a•"TOR WOO) SCREWS 940E 4]25 RFUI(12) WSI WOOD SCREBAM AND TI00 MASONRY AND T41112- x 5' TITBN MANCHOR BOLTS (4)8/d"z0^WEOGE430LT (1) LG172 W 00)' 6d SINKERS OPRIME TO & M W- x 2-IWTTTEN 2 11M BM10 hINSONRY OSEENOTEINBELONA FRAME TO (2)Lan w/(82) I Ed SNKERS 9(14; IMx21971TEN u PLYrROSSI MOON 4080-M CH) LUCT2 NU82) 18a SINKERS 8110) 19"x7WEDGE-0aTO PLYTRUS9) 31WM six MASONRY/ FRAME DR(2M-WVNHER RM F(FA) 8240E 37704, 0R(3z1lW NNKR33 FOR FRAME HEN OBOPF A620J J3 RUNSTO MA Ag143T3WR4J 111'a3'S989CRElYJ °a2L) AT30& %)0-M ULACTwIWK21TWSB 6CREW6&H)WO'x5"WB(2PLYTRU66i MBOM 70504 FRAME 1 ORS2)I&SNMSFOqMM5EEA) R010EF 601 CRISIS) IMSIBICRISFORFRAI &480F MO- /1 aEANTO HJ410OPT HlgItOM'PWiW a(lOJ IW CiT2090 HMYODPr1011NFW130)tBtlb(tN tW GMOE V MASONRY 1 114 x2 a•4 a(10)10d NAILS I Emma WEDGE49CI.T810 IN NAILS I Loan xIM6oPrxllGBw(611W NNLB& 04,11610 UPS= "Man xW6w(6)104 W4La a Carina ORNte ©BEAMTO MASONRYI O2)1Wx21N"TITENROMAS.) UN'9BO WIIM (12)1!Cx2316'TMCON600MM.) W1030 UMSO FRAME dl (1211 W 81811 W IFOR FRAME) SYP-F SYP-14 OR (12)18d & (8)1 W (FOR FRAME) "IF SYP-M FRAMSOO (2) LTAIS OPT (2) HETA20 192E 192 (2).HTA1SOPT (2) HTA20 1671) MASCAR1 1-MYw10) 11ITOF ?M i R 1-pYw(0)-Oda 2002-RYWjI2)1b0 2FLYwi12IRRI HT8M16 w1(8)10,1 NAII 3 AND (4) 1Mk8114' HIS 1110 IRWMID W($)I W NAB -6 AND III) 14'x1 W' 1148 1226 TAPOUYS WEDLE-BMT OFERNIBUSIND N MA4giRY OR HraM20 wOo)1W IWL9 AND K) Imw Iw SEES 111E OR T1N420w1I1 W1 M NAES AND (4) 19118M' TAPco4s WEDGE Bat 14S 12% OFRAMETO p H103 W(9)M 114RAILSAND(2)3ITW' ]80 91D MASCNHY 111"m FRAME FRAME To DTTI001M 4Im SDEWN3D0 DTB-MPdralM x1 I?W9t6YA7OD OTD q SCREWS AN)(1) 10 0 A.T.R. CPDXIED W SIMPSON SET WIF NOTE#d 'MV45 &OKINS AND (1) 12'9 A.T.R.EPOMCD W SMM 'SET° SEE NOTFl24 1510 IBM FRAMETO HTA' M)16d X41M NAILISMD11)MB' 9 H7745W 125)16dx21/1'HINIVAJD11) ® N�NR1, TAEPOME1SINNMOm%E17 43]5 508E S/TBATIE IPOMMRIASM%ET - SEES 1S Ww FRAME TO "AT.,'8)16d IQ IFS" NAILS AND (I) HAS. 0 HTT46 W(12) 16tl Yl 11T NAILS AND (1) MA'1(xLBY AT.R.EPDXI SO WE SIMPSON'6ET' ISEE NOTE IM aELOM3 4235 SPI A.T.R. EPDXIED WI SIMPSON HSET' (BEENME"B VA - 4160 O FRAME TO N10SWD4II 11TNMLa THIS no LUOTI wT2ShSJ;11."CNAI 816 INN FRAME OFRAME TO HM9KTw(Qim-m-;1am W000 RT1M1 w19)100xi1f2"NWLad U MASONRY SCREWS&1504W I'VTAPCONM r7W ]BO IH IM`xISM•TAPCONS13% 19% T)VNERTR.SAMMASONRY (1)OTYATRE EW91MP80N"g^i" 494E MIN w 12' NIN EMQLONEMIFAMEIO(2) WAS AT.R B'OM@D W91MFSHE, "m gEl' W iT MIN. EMBEDMENT O rRAMETO VOT W 110)1/4'x8' BIDS WOOD SCREWS 8 HDW-808254(10) 1A'k21/T' BIDS WOOD 32A4 4585 MUGL15 w11221100 NAILS HTT45wI18j - 41M FRM1E #(,gEyyg B(I)51&+9AT.0. 1 WNVLS&R)5N"BAT.R OFRAME Y Ib WHrmw(mllWix l?NNlae 43)6 509E (2) HR49 W M2)18d1217 NAILS 5W5 FRAME II)SWOAT.R. ISC[NOTE #41 &IOMa"O AT.R IBEENOTC44) 1. CONNECT ALL ROORTRU39ES TO INTEMOR aEARNO WOOD WALLS I BEAMS W(2)MTOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER,UN.O ON PLAN. 3. O.C. MAY Usti EITIER SIMPSON OR USPCONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FM&WN EPLYTRUSSES.6 ONFULLIEIOITSYPM2-*r TOTRUMVERTICALW®W(2)ROWSOFIWMLSCVO.C.STAGGE]IED A 1T MN. A.T.0. EAN3mMEM49 CMU BONA AFAMU.N.0. & STAGTRU99 MINTER CONNECTOR LOOA71 NAS LUMBERS2E)W I2)ROW910tl�4^FPOM ENDa4. O.C. MUCH A STAGGERED: CEMCR AT CONNCCIOP LOCATION AS MACH AS POSSIBLE. U MNYMAL COHNECTpiI UNOONFMVINq PLAN I. CONNEamm rm ALL RaCr/rLOast TTatBSEBTo awacm Y WALLa/uNrEL8I Hx' wmUm um ON PLAN 2. CONNECTION AT2A•OR 82"O.G PaN01NG VFRn04tS FORM) FIppRTRUSSESPARMLEITOMASONRY WALLS SEE DETAIL FB12193.1 FOR MORE INFORMATION 1 CONNECTION FOR ALL HIP JACK(CORNER JACIQ TO MASONRY WALLSOCF WAUSNNEELS 4. LONfEC110N FOR ALLNNR1NWIl9 NN aDp3p 10lOP6MA90NRYAT 3T O.0 MAxwr4 AT EAOI 00=,Q.C.TOVERIFYLWATION,JOSSNOTCONHLICIw JIOFAPRJCAELS)LAYWT S. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEADING WOOD WALI2aEAM6 wi(2)12d TONA�L$ OB MJNM C041ECTORUN0ONFfUW1MI,LAN 1. CONNECTIONFORJ . 11HUSSTOWOOD ALLORBEAM n MINIMALCONNCCTORUNOONFRAVINQPLW ROOF FRAMING NOTES i. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING- SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3) SOd 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 FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY, STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS- FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S- FOR O.H. DIST C.M.U. OR ICE WALL 0 (METAL DRIP EDGE SEE TYP. WALL - - - 2 xSUB-FASCIA SECTION -ALUM FASCIA 2x2 #2 P.T. MIN. FASTENED 2 BLOCKING NAILED PER NOTE 2 BELOW. _ TO TOP CHORD OF EVERY OTHER TRUSS W/ (3) CONT 2 x 4 NAILED TO 12d NAILS, TYP. (++) (4#•) BLOCKING W/ (2)12d NAILS CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE. 2. 2K2 #2 MIN. P.T. W/ J-CHANNEL SECURED @x 24. O.C. FASTEN TO CMU W/ 3/16"X3" TITEN 2 @ 16- D.C. (ALT. PAF 0.145/0-157 & 0.300 WASHER W/ MIN. 1" EMBEDMENT @ 16" O.C. IF WOOD WALL, FASTEN W/ 0.148"xejlg" @ 16-O.C. 3. (F) CHANNEL APPLICATION: 2x2 NOT (EOUIRED SEE (PAI INSTALLATION GUIDE I("-) ALUMINUM SOFFITS > 1%4" BLOOK-0 NG REQUIRED. I("""J VINYL SOFFITS > 1'" SHALL HAVEI FOR SOFFITS < 1'.4" MID BLOCKING NOT REQUIRED MID BLOCKING PER R704.2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-O" � KSm s' w Ilia Hall �YPs_g 9 N � LO O to 00 1- t RI�i .-1 (Ayq,�6 a a 0� a it o 2=g j$o 0 wffl a a k a O c rn O Z U J p W r 'B WWWW`.FDSENG.a1M ❑ ❑ ❑ W z Z pop Z a O Z � V N - to Z � (g m w o t Ow n w f C U (v E W L A I 2 (O r tOOmx •O; (4 C; bOD IQ m IA\RAMC Yf111ACC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZEF FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: BLS 0 >_ Z W O to M fh N Y y v a o 0-jwzLL -j M U) (1) Model Name / Number: 2508 Plan Issue Date: Monday, December 13, 2021 KA PROJECT NUMBER: 21-10554 Sheet: 6 Of: ROOF PLAN A FILE. �`;`C)PY LINTEL SCHEDULE LINTEL BEAM: III 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) 0 1 TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF FILLED CELL EACH END WITHOUT AN. OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE 45 W LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOPOF SLAB J h - Jrn- f MS02 TYPICAL SHEAR WALL SECTION N.T.S. TYP. TIE BEAM W/3000 PS.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6)-10d X 11/2 /�—SP6 OR SP8 FOR 2x6 AND 2x8 WALLS PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP, FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.0 ,I a 2"x92SYP/SPFP.T. W/ (3) 1/2" X 8' "J" BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILTI TIX-ONI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS031 ^I(H,IV17 (CAI/Dn"/0n GMl yyn"L- 1W I NT.S. 1 fl\/ nnnl nlCnrinnr ncrAU #5 REINF. BAR 7) #5 STD- 90° HOOK SCALE:1"=1' O' • GRADE 40 U.N.O. 20" MIN, LAP 103 OR #4 REINFORCING BAR #3 & #4 1 AP SPLICE 25 05 REINFORCING BAR #F LAP BPI ICE " I #6 REINFORCING BAR #6 LAP SPLICE I MSO51 REBAR SPLICE DETAIL - GRADE 40 1 N.TS. ATTACHME_N_T REQUIRE ENTS SEE TAPCONS SPACING # ROWS 20 n 1/4" X 2314" 12" O.C, 1 2 x 6 1/4" X 2xA" 12' O.C. 2 2 x 8 1/4" X 2sA" 12' O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST i LINTEL (2) 2X P.T. - BUCKS W/ 1/2" O.S.B. BETWEEN L—FASTEN PT2 NAILER TO MASONRY n IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED i MS11 2x BUCK DETAIL NTS LINTEL N0. LENGTH=FT. SAFE GRAVITY LOAD PLF APPLIED GRAVITY LOAD PLF SAFE UPLIFT LOAD APPLIED UPLIFT LOAD (PLF) COMPOSITE BEAM C 17'-411 950 PLF 172 PLF 404 PLF 78 PLF 81 MINIMUM 6MUM C 9'-4" 1843 PLF 200 PLF 1133 PLF 50 PLF 8F16 -1B/1T 16" MINIMUM C 7'-6" 2661 PLF 921 PLF 1634 PLF 552 PLF 8F16 -113/1T ® 7'-6" 2661PLF 1349 PLF 1634 PLF 400 PLF 81`16 -1B/1T 4'-6" 6112 PLF 172 PLF 2724 PLF 78 PLF 8F16 -1B/1T ® 12'-0" 1254 PLF 190 PLF 559 PLF 133 PLF 8F16 -113/1T 4'-6" 6113 PLF 1796 PLF 2724 PLF 421 PLF 8F16 -113/1T NOTES: 1. ACCEPTABLE LINTEL MANUFACTURES INCLUDE: CAST-CRETE OR QUAILTY PRECAST COMPANY ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE PRODUCTS.) 0 0 HURRICANE ANCHORS (TYP.) 5 BAR AT TLP TIN, N REG'D Fn" CLEAR fi g GRDJt p pl'LdR AT eOrtOM Q ' OF LNti4 CAV Iry eOROM iEO �3/a"AGTWL PRQYIDED NLM-IIs.EL 'ARM) 8' NOI"IN4L WIDTH TYPE DESIGNATION =. =LLED WITH GROAT Ill • SAR AT �WIT r o,"c3,Y OF IT REBAR "' po11DF a LIrtT� Dnvm' SIIF16-1B/1T NOMJFL WDTH J �Q�At�lIY 69 NOMNAL AWGW REBAR A- TGP MATERIALS 1. Pc precast lintels = 3500 psi. 2, rc prestressed lintels = 6000 psi. 3. Fc grout = 3000 psi w/ maximum 3/8" aggregate, 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength =1900 psi. 5. Rebar provided In precast ]Intel per ASTM A615 GRIGG. 6, Field reber par ASTM A615 GR40 or GRGO. Prestressing strand per ASTM A416 grade 27017 relaxation. 7. 7/32 wire per ASTM A510. S. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed pints, 2- Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Llmais are manufactured with 54/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. S. All Ilntels meet or exceed L/360 vertical deflection. except lintels 17'-4' and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the I intel cavity. 7 7/32 diameter wire stirups are welded to the bottom steel for mechan"I anchorage. 8. Cast-m-piace concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10.1-intel min. depths are called out on lintel plan. If contractor installs a deeper Ilntei Nan Indicated on the plan, doing this Increases the strength of the lintel and Is approved without engineering letter. If a smaller lintel Is Installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unflued Ilntels must be reduced by 20%If beading length Is less than 6-1/2". Safe loads for all recessed Ilntels based on 8" nominal bearing. 2. N.R. - Not Rated. 3. Safe loads are total superimposed allowable load on the section spechfled. 4. Safe loads based an grede 40 or grade 60 riehd rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addhanal reinforced masonry above the precast Ilntel. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evaluate concentrated leads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 8, For composite lintel heights net shown, use safe load from next lower height. 9. All sate loads in units of pounds per linear foot. PRECAST'U" LINTEL w/ BOCOPSI CONC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETEWITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT REBAR ON BOTH $IDES OF OPENING U.N,0. PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (11 #6 BAR FOR :ALL WINDOW OPENINGS 6'-6" AND LAROER- SEE FOUNDATION PLAN 10" 'STD. 90 HOOK i� HOOK E 3z lb d o STD. 90 DEGREE ANGLE 3000 P.S.- CONC. W/1 45 DI . REBAR y' a"x Wx 16" CMU U.N.O. Eu� R.s gy A N � UO7 00 � n Nilm H y 4o tiro yk 6 �5P EBamn t t LL LL LL '6g Ul rnmc�`o a ' $l w kLLE a w ... 3 Y o6D G �WNO 3 O H 2. P 55& F 'yip J t `o Em sa N I a v_ J vi 10 s_ Rag �W<< IN? V) t°- $ ;16 WWW."ENG.COM ❑ ❑ ❑ Lo Z — Z O o N ryQ � J a N Z N � tJ1 m D( 4L N 0 WOw VisN Vyl�s � fV GM w C Q N V o N O Pa ,hL Al r%A MAC {Jf%FAW= FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® I Job Information: (W TYP. BOND BEAM Z. 0) m 8" X 8' x 16" K.D. LINTEL BLOCK =O to FILLW/3000 P,S.i. CONC, con #5 CIA. LU (O 0) (y yO+ y1 M REBAR (� N U INDICATES FILLED CELL FROM Fie. TO s v L 0) a BEAM WITH 1 #5 BAR MIN. ® ( V W i () 00 2" A Model Name / Number: 2508 TYP. DOWEL 25' . Plan Issue Date: MIN, LAP (ACI 530) Monday, December 13, 2021 VI KA PROJECT NUMBER: 21-10554 Sheet: S 1 Of: ELEVATION "CR" I MSO1I BLOCK WALL REINFORCEMENT I N ..S. I LINTEL PLAN O 2x6 #2 SYP P.T. W/ (2) Y2"xS' WEDGEANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL o a SECTIONAL ® OVERHEAD DOOR CONT. P.T. #2 0 f WOOD SYP 2" X 6" F, I a: TRIM °o 2"xG' P.T. WOOD JAMB; pi _ C DOOR AND CONNECTION PER GARAGE SLAB GARAGE DOOR MANUFACTURER £• a TYP. GARAGE DOOR n, TRACK MOUNTING DETAIL ° a c p MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. ggF W M W Q� v $ J J N Ev$4 4 EIS ME w m vs FBCAND g # BLOWN -IN R-30 INSULATION PER FORM ED WITHrf e 8 PERMEITERGY APPLICAT APPLICATION PROVIDE BAFFLES B)� W R z O 3 ti W �'' BLOWN -IN R-30 INSULATION PER AT EAVES (FOR VENTED ATTICS) i2 ffi g FBC AND ENERGY FORM SUBMITTED , FIBERGLASS SHINGLES OR ® 12 WITH PERMIT APPLICATION PROVIDE BAFFLES AT EAVES ' c PLAN TILE ROOF (PER ELEVATION) OVERAPPROVED UNDERLAYMENT ? �a v SEE PLAN (FOR VENTED ATTICS) PER FBCR 905. 1.1.1 OVER ARA g gZj 5 �� www.Fnsema.con+ El El El PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE - C9 Z t° FIBERGLASS SHINGLES OR FIBERGLASS TILE ROOF (PER ELEVATION) ' @ 24 0.1 SH7G - ON FRAMING SHT. FOR SHTG & FASTENERS. n i OVER APPOVED UNDERLAYMENT v _ " _ - a PER FBCR 905.1.1.1 OVER APA ROOF SHEATHING•SEE SCHEDULE PREENG. WOOD • TRUSS ANCHOR SEE PLAN 1 ' ( ) ;. .. .. SEE PLANFOR " TRUSS OONNECTION ,�„ - -' INFO & LAYOUT DESIGN z z w ¢ MH] - ON FRAMING SHT. FOR TRUSSES @ 24" O.C. - - - — - n��i - -. - - - - - - - N60, SHT'G &FASTENERS, • _ -• 5/8" OR 1/2" DRYWAL HIGH STRENGTH CLG BOARD _ SEE PLAN FOR d ' '' ,' �- �� S '- TRUSS ANCHOR (SEE PLAN) v ETAL DRIP EDGE TOP OF BEAM z TO BE INSTALLED ON OUTSIDE FELT PAPER OR � 2X SUBFASC[A , SEE ROOF PLAN :- & � FOR B�A�ION vi O m fly") FACE — - TRUSS PLATE . � 3/4" P.T. NAILER SOFFIT. SEE ARCH. , SIZE _ i __ CONN C 10 INFO PLANS 5/8" OR 1/2" DRYWALL METAL DRIP EDGE HIGH STRENGTH CLG 1/2" DRYWALL f 8 x 8 x 16 K.O. CURTAIN NAILER LINTEL BLOCK Q w `L N c y��► BOARD 2X SUSFASCIA rt 1 x 4 P.T. @ WINDOWS „ O.H. W/ (1) #5 DIA. REBAR & _ m . CONNECT ALL 2x STUD 1 x 8 P.T. @ S.G.D. u 3000 PSI CONCRETE SEE ELEV. f4 m U N TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. u PRECAST "U" LINTEL u ' T 8jy,�,, t Po "II 16d TOENAILS PLANS _ u SEE SCHEDULE u , ' HB&G COLUMN WRAP OR - 'S 0° = a ,�- 1/2" DRYWALL SEE PLAN FOR HEADER SIZE u ' 2X4 #2 SYP P.T. FRAMING U `n o °' 0 0 0 P W/ MIN 7/16" O.S.B. + f c a c °r 1 SHEATHING ATTACHED PER s"";^ '% Ir Q of o ou Q.m r NAILING SCHEDULE ; DAMS HOMES oPn ni: 15/32" OSB EXPOSURE 1 ON > w O.H. EXT. WALL W/ All EDGES BLOCKED. SEE FLOOR PLAN FOR ' MAXIMUM OF (3) - 2X PLATES MAY BE SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. COLUMN SIZE & BASE w ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4" CONNECTION INFO. N PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON rt FILL CELL -(1) #5 DIA. , w FLORIDA CONTRACTORS LICENSE N0. CRC1330146 NAILS AT 8" O.C. rt ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PS[ , , ¢ SECURE 2X4 P.T. BOTTOM 3000 GULFBREEZE PARKWAY N CONIC. ALL LOCATIONS PLATE w/ 5/8" x 8" GULFBREEZE, FLORIDA 32S63 u SHOWN ON FOUNDATION i ANCHOR BOLT SET IN VINYL FRAMED WINDOW W/ SCREEN N & FLOOR PLANS SIMPSON HIGH-STRENGTHDIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN ' EPDXY 6" MIN. EMBED. PORT ST. LUCI E LOCATION OF OPENINGS IN u EXTERIOR WOOD WALLS. IF NO ", Job Information: OPENINGS ARE INDICATED, FULL r P o. STUDS ARE REQUIRED). � '• •' r NOTE: 44" MAX. SILL HGT. ON r ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW ell WINDOW STOOL A W/ SCREEN CEMENTIITOUS DECORATIVE PER SPECS n PRECAST CONC SILL SQUARE CMU BLOCK BASE W/ 1x4 P.T. WRAP or FINISH 7/8" THICK PER ASTM " " (4) #5 VERTICALS FILLED SOLID STUCCO BAND C 926-98A PAPER BACKED FOIL R-4.1 u SEE ELEVATION FOR MORE INFO O 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL y MORE INFORMATION). SEE T613 PER FBC AND ENERGY FORM y EXTERIOR FINISH - SUBMITTED WITH PERMIT m 1/Z" DRYWALLON SHEET6 ,r (SEE ELEVATIONS) APPLICATION c O LO FOR NAILING INFORMATION FOR SHEATHING. 1 x 2 P.T FURRING FIG. DOWEL #5 DIA. REBAR w p p N N R-13 INSULATION A7 EXTERIORWALL WOOD FRAME WALL PER FBCP.T. 2X #2 SYP. BASE PLATE 1 x 4 P.T. 17" IN CONCRETE - 25" EXTEND(ACI 530) ABOVE > M w AND ENERGY FORM SUBMITTEDW/ 8" TITEN BASE NAILER 1/2 x 8 A.B. (OR 1/2" x SLAB. ALL LOCATIONS SHOWN SEE FOUNDATION a WITH PERMIT APPLICATIONHD) w/2" WASHER AT 32" O.C. MIN. 5" FROM END - SEE WS07 WOOD BASE ON FOUNDATION PLAN PLAN FOR FIG z a WOOD BASEFOR SIZES oJw� TERMITE SHIELD SEE FOUNDATION PLAN FOR LOCATION SEE FOUNDATION PLAN FOR SLAB INFORMATION _ _ SLAB INFORMATION TOP OF SLAB • ,", ; , — - - - — - — _ — - — - — - _ _ _ �/� , ^00 J m v J v J -ZFOPCFSLA13----T . r . . ;� � Model Name /Number: GRADE i GRADE 2508 a �r r W a aI a , PlMolnday, CLEANS a W ,SEE PLAN FOR �� ly j ' „,' ',i • `aft �i 1' '�"i ,�- COMPACTED ' • ='' .�-i -' RE -BAR QUANTITIES ,a �� FILL • .° a" °' �� ? '"" ' I �'', r u k s December 13, 2021 KA PROJECT NUMBER: ig °' SEE FOUNDATION PLAN FOR F76 REQUIREMENTS SEE PLAN SEE FOUNDATION PLAN 21-10554 Sheet: S 2 Of: WS01 TYPICAL WAI L SECTION - 8" CMU 3/4"-1'-0" CD23 COLUMN @ ENTRY CRAFTSMAN STYLE N.T.S. WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=r-o" TYPICAL FRAMING DETAILS FA f�TA��K�I'J_rt MSULATION AT EXTERIOR OOD FRAME WALL PER FBC ND ENERGY FORM SUBMITTED ITH PERMIT APPLICATION 8" D BLOCK TIEBEAM W/(1) #5 REBAR U.N.O (SEE PLAN) "'•_ 7/16" 0'S.8. EA. SIDE 2X BLK'G. TO O.S.B. W/2-8d EA. ND E�� VIEW 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 TOENAILS EACH END 7/16" OSS W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/1W OSS 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 I N.T.S. m m 1" 1 ifr" 14a (2) 2 x 4IAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED led (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d ROW OF STAGGERED 10d COMMON WIRE NAILS COMMON WIRE NAILS INTO EACH FACE) COMMON WIRE NAILS DUT2 E FACE) (D=0.148".L=3"I OR EQUAL (D-0. 5', L, 3-1/2ONE I OR EQUAL ", L=&CH IDD=DE 0.1OR EQUAL 1)A 1) �DJJACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY. PROVIDE 1/4"DIA. x 51/2" IAO OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT L-AST 3/4" OF 4) RESER TO NOS SECTION 15 3 FOR THE THICKNESS OF THE LAST LAMINATxIN, 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. VERHANG `i• FOR OVERHANGS BETWEEN 5/8" TO 1 1/1'' NOTE: FOR OVERHANGS LESS THAN 5/8", NO REPAIR REQ'D. MS18 RETROFIT WALL OVERHANG DETAIL N.T.s. SIMPSON SP2 TOP AND BOTTOM. TYP. @ EACH 2X CRIPPLES @ 16" O.C. (SEE PLAN) —7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W/ 2 - 8d EA. END INSULATION AT EXTERIOR * WOOD FRAME WALL PER FB AND ENERGY FORM SUBMITTC ED WITH PERMIT APPLICATION (3) 16d COMMON NAILS(TYP) — HEADER PER_ LOCATION 7/16' OSB W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x W/ (3) 12d TOENAILS EACH END TYP. 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16" OSB W/ (2) Sd NAILS. SEE DETAIL ABOVE 7'-0" MAX WINDOW OR DOOR OPN'G WF02 I DETAIL @ ARCH WINDOW FRAMING I N.T.S. STRUCTURAL SHEATHING \\. 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN �\ FULL SHEET FROM BOTTOM OF FALSE BEAM SEE GE05 FOR \ `N STANDARD GABLE END FRAMING \ \ ` 0 z I+ +1 N 0 2XBOP PLATETO EN6dGLE W1 I NAILS @ 6" O.C. n aJ. [�+ , 2X4 STUDS @ 24" O.C. W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING GE15 I FALSE BEAM AT GABLE END I N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. *2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W/2.8d EA. END JACK TO HEADER, NO BASE EDGE VIEW CONNECTOR REQUIRED INSULATION AT EXTERIOR SP4 ATE PLAN *❑ WOOD FRAME WALL PER FBC 24" O.0 ON FOR WILLOC AND ENERGY FORM SUBMITTED NAILS(TYP)—�( HGT. . COMMC WITH PERMIT APPLICATION I' CMU- N�-N��N�I� '*\-HEADER PER LOCATION 20 © �l�ii/F�� ��` I / •.,'•.//rJ/ill ••�T4���� I �41II I'i •'• ' • '�I �I (� . • •2x4 SPF CONTINUOUS � :. NAILS. SEE DETAIL ABOVE ELEVATION•• ROUND/ SEE I SQUARE• BOX HEADER--j EACH • WINDOW OR DOOR OPN'G CMU WF39 I TRANSOM DETAIL AT ENTRY 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"�7N 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS. APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT W/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50%OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z 16d NAILS TYP. w/ (12) 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 I FAST W-O" LONG. TYPICAL OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD WF17 TOP PLATE SPLICE DETAIL 3/4"=1'-C * CRIPPLES MAY/MAY NOT BE PRESENT.I VERIFY HEADER ELEVATION II HEADER SUPPORT NO. OF JACKS & STUDS RE . AT OPENINGS OPEMNG 2 X 4 WALL I 2 X 6 WALL JACKS I KINGS I JACKS I KINGS SIZE EA END EA END EA END JEA END LESS THAN 4' (1) 2) 1) (2) 10'-U" - 16' 3 4 3 9 HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SITE NO. & S17E OF &GRADE RAFTER TIES EACH END SEE PLAN FOR (2) L57A 30 BEAM SIZE 2X CRIPPLES @ 16" O.C. SEE SCHEDULE W/ SIMPSON SP2 TYP. TOP AND BOTTOM 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH * WHEN STUD LENGTH FACE OR 3-ROWS IS LESS THAN 12" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x 10 STUD WRAPPED OVER OR GREATER HEADER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN DOUBLE 2 x #2 STRAP S.Y.P. HEADER W/ 1/2" FLITCH PLATE 10d NAILS @ HEADER. (U.N.O.) 8" O/C TYP. FILLING AND BLOCKING AS DOUBLE 2 x 4 REQUIRED FASTENED TO CRIPPLE STUD HEADER W/(2) ROWS TYPICAL (U.N.O.) OF. 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION. ANCHOR W/ 6" EMBEDMENT U.N.O. Op ! OR 81/2" AT GARAGE lyG STEP DOWN * * HOLD DOWN CONNECTIONS P.T. BOT. PLATE NOT REQUIRED @BEARING WALLS WITHOUT UPLIFT WFO9 I WALL HEADER DETAIL I N.T.S. STRUCTURAL i` \\ SHEATHING CUP EACH TRUSS I (SEE ROOF PLAN FOR TYPE) FRAME OUT TO I BLOCK EDGE EXTERIOR SHEATHING i ATTACHED PER NAILING ' SCHEDULE TB13 ON I SHEET 6 ' STUD ANCHORING: STUD TO TOP PLATE: INSULATION AT EXTERIOR SIMPSON SP4 WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 2 X 4 SPF (WHEN EXTERIOR WALL IS AT 16" O.C. EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. STUD TO BOT PLATE: i SIMPSON SP4 LINTEL NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE WF21 I KNEEWALL @ ENTRY FRONT WALL 1/2" X 8" ANCHOR BOLT @ 32" O.C. B" CMU WALL 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" D.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20s w/(12)-16d EA TO COL. ALT: (2) MSTAM36 STRAPS CENTERED w/ (13)-10d NAILS Ea TO COL, TIE BEAM CD04 I BEAM @ RAISED ENTRY MASONRY WALL I N.T.S. °f v 0 w g N 00 ��geH=c gO �'�p' uJJ aJJx u ni o A:N mega'a-q� Wmgs aLm-mlgcpm ihtiirit.Eo o° D In o mW ". U ? !n ❑ ❑ ❑ WWW.FOSENG.COM *A tool z o — o z n ¢N N a - -04 Z N nV)y CO LL n l � Y •O. Ln c Lf)=;2 { r Ix `moo„ c Vs )off I Non�D 4m,Q DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: O Z DO WcoN Ln 0 c (0 M 0�] ++ N m � m a o J lil Z) a J m (n (n DD ♦ I Model Name / Number: 2508 ♦ Plan Issue Date: Monday, December 13, 2021 ♦ KA PROJECT NUMBER: 21-10554 Sheet: S p Of. TYPICAL WALL DETAILS TO BE LESS THAN OR EQUAL TO 45` MINIMUM 2"x4" CROSS BRACING (SEE PLAN FOR LOCATION) (3) 12d PER JOINT BOTTOM CHORD BRACING 2"x4" MIN. TB01 TYPICAL CROSS BRACING DETAIL N.r.s. PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP.. BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT SHEATHING JACK JACK SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) ROOF (2) 12D NAILS AT 12" O.C. MAX SHEATHING SEE PLAN 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A —HIP G.T SHEATHING RIPPED 2X4 SYP #2 NAIL TO TOP CHORD OF HIPPED TRUSS W/ 12d NAILS @ 6" O.C. HIP TRUSS TB03 HIP / RIDGE BLOCKING DETAIL N.T.S. *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING 2x4 CONT 2x4 SYP OR SPF TRUSS BAYS w/ 3-12d T( 2 �4 SYP OR SPF BLOCKING - BETWEEN TRUSSES @ 48" X-BRACING - 2x4 SPF OR O.C. MAX. FASTEN TO EA. SYP w/ (3) 12d @ EACH TRUSS w/ 3-12d NAILSEND TRUSS WEB TB02 TYPICAL CROSS BRACING DETAIL N.T.s. PRE-ENGINEERED WOOD TRUSSES - MINIMUM (3) 12d PER JOINT * SPACED AT 10'-0" MAX TRUSS BRACING ONETRUSS MUM 2"x4" SPF OR TRUSS BRACING TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES, THIS CONSTRUCTION LOAD SHOULD BE LIMITED 10 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANYONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS, 2. ALL BRACING (DB.CS,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF- SHALL NAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS VERTICAL SCAB 2x6 C W/ (4) 12d TOP & BOT OR HCLR/LL IN PLACE REQUIRED ® RAFTERS 2X4 BLOCKING BETWEEN TRUSSES W/ (2) 12d NAILS 0 EACH END, CONT. EACH BAY ALTERNATING BLOCKING L STRUCTURAL SHEATHING — SEE PLAN FOR CONNECTION — 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2)-12d NAILS @ EACH END WALL BELOW (SEE PLANS FOR TYPE) B B TYP. WOOD TRUSS BLOCKING @ RAISED HEEL DETAIL SEE SEE PLAN- OUBLE TOP PLATE Lj2x STUD WALL SEE PLAN CONV. FRAMED RIDGE MAY BE NAILED w/ MIN. (4)12d WHEN IT LANDS NEXT TO PRE-ENG. TRUSS 3 TO 4 TRUSS x4 AS SHOWN ALTERNATE SPACES I �__-__ ._____rr�+rr 'II'I SECTION B-B 2X8 BILKING. NAILED @ EACH SIDE W/ (3) 12d NAILS WHEN REQUIRED w/ (2) MTS12'S PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TYP. CHORD AT ALL HAND FRAMED AREAS NAILS TRUSS DauaLE TOP PLATE VERTICAL SCAB 2X6 42 SPF 4W O.C. W/ (4)12d TOP & BOTTOM DR H5 OR HCLR/LL IN PLACE OF (4) 12d REQUIRED @ RAFTERS GREATER THAN 8'-0" COLLAR TIE EVERY 3rd RAFTER BEVEL CUTS (OPTIONAL) 2X4 SPF W/ (2) #7X3-1/2" WOOD SCREW EACH TRUSS OR H5 @ 49" O.C. DIAGICONLAT WOOD - 2X8 #2 SYP RIDGE BEAM AT 8 TRUSS MAX - 2x6 RAFTERS @ 2'-O"O.C. MAX. w/(3)12d COMMON TOENAILS TO RIDGE BEAM 2x4 RAFTERS FOR SPANS LESS THAN CDNC� MASONRY 4 Fr @ 2'-0" O.C. MAX W / (3) 10D STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM 2XBEARING SUPPORT T & B CHORD A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. 2X4 #2 SYP BLK'G @ 16" O.C. W/ (2) 160 NAILS EA END. SEE IRSH) SCHEDULE FOR SHEATHING ATTACHMENTS. (MIN. FIRST 4 BAYS) 8d NAILS @ 4" O.C. (1) SIMPSON CONNECTOR IAL BRACE TO i 2x8 P.T. i-— 4 BAYS — NAIL TOP OF "T" TO GABLE J TRUSS w/ 2-12d AND 1 SIMPSON H8 W/ 10-10dx11/2" NAILS FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"xl 1/2" SIDS WOOD SCREWS GABLE END TO TOP PLATE / BEAM FRAMED WALL OR BEAM BELOW, SEE PLAN. @ WOOD FRAMED WALL MAX 9" UNSUPPORTED rr— IF> 9" 2X4 #2 SYP BLK'G @ 16" O.C. IF a 9" CONT. 2X4 #2 SYP W/ (2) 10D X 0.131 @ W O.C. EA. SIDE WALL AND ROOF SHEATHING, SEE TB13 FOR SPECIFICATIONS 2x4 cYP BRA FOR GABLES 3'-0" TO 5'-11" TALL. gxS SYP L BRACE FOR GABLES 6'-0" AND TALLER. ATTACH L BRACE W/ 12d NAILS @ 4" O.C. GABLETRUSS SILL PLATE w/ 10d @ 3" O.C. NAIL GABLE TRUSS TO TOP PLATE w/ )16d NAILS @ 4" O.C. 1/2"x8" ANCHOR BOLT AT 48" O.C. MIN. KNOCK OUT COURSE MASONRY WALL ROOF SHEATHING, SEE TB13 FOR ATTACHMENT OVER JACK TRUSSES, SEE PLAN. NAIL TOP OF "T" I L 2x4 BLOCKING W/ 2-12d TOENAILS TO GABLE TRUSS w. 2-12d AND 1-SIMPSON H8 w/ 10d x 1 1/2" NAILS @ DUTCH GABLE GE01 GABLE END BRACING N.T.S. SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS- SIMPSON A34 OR (USP MP4) @ 2'-0" ON CENTER 1/2" SPACE SEE PLAN FOR MORE - INFORMATION 2x4 S.Y.P.' @ 16" O.C. 2X4 SPF BLOCKING BETWEEN TRUSSES @ 48" O.C. MAX. 2x4 SPF BRACE @ 48" O.C. - NAIL w/(4) 12d AT EACH END & ALTERNATE DIRECTION TRUSSES SEE PLAN \ \ 2X4 SPF BLOCKING \ /\ / Y V BETWEEN TRUSSES \ / \ @ 24" O.C. MAX-w/ (3)12d EA. END (TYF TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. µ o °I gym" W (0 O Ln wy U ( , O Nt1 00o r J J s+'s bm 7d�,i aW09G U_ L LL ILL vB All t"f F:Chh € W D_ a t R W UT eiRg0m r o f z� a on a �°yy22E ��i B OU � V1 O Nw'Rc .. 0 0 I] F M W _FDSENGOOM Z Z o a Z N ((NN TO ra w o — M o w C N M 2 �a M U w — oI E s 0as � � Ip1p5 a s .,AMC LJAMWIM FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: I Z N on W o Is M V a i a0 N d m M cQ N p�.� OJa.= 00 o J CO U) U) DO li ® Model Name / Number: 2508 Plan Issue Date: Monday, December 13, 2021 KA PROJECT NUMBER: 21-10554 Sheet: �4 /� e Of: ROOF FRAMING AND BRACING DETAILS 13 6" R \ THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for woad screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T, BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. SPA EVE 6" 6" 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITES SINGLE DOOR W SIDELITE 'AI 'El n 6' Y LOCATION OF BARRIER TO BE 1a-0aa SINGLE DOOR W/ SIDELITES DOUBLE DOOR N SPACE EVENLY 9 I w�i 9ecK Rare ' Metal E ge Save 7" .laces to use '�q R SEA T NAIL SHINGLES W/ It OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS, 6 PER SHINGLE. 9061 vedK sda�Y Aw a1�to " Uda A� 6�Ooi� Ach.IN 30GOurge 74' saws ac it drip ad used, or It no drip valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING EXTER. WALL FINISH AND EXTENDING BOVE LOCVf MINIMUM or 6" xe- H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWAU. TENTRY PLASTERS SEALANT ROOr7j 6"X6SHIGALV.S FLASHING DETAILS 1 NOTES THIS DETAIL IS REQUIRED 8" HORIZftASHIrvG AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET Z KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP W/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN, 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATIONOFWINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WOW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS •".' 1/2" DRYWALL FLAT HD."TAPCON"SCREW THRU THE WIDOW FRAME INTO MASONRY \ JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT.. FINISH o DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S IN FRONT OF MECH. OR APP. WHEN REQUIRED 2XWOOt>FRAME BY 40THERS _ 4" DIA, CONCRETE SHEATHING FILLED PVC. PIPE. BY OTHERS CAULK BETWEEN FIN &SHEATHD 6 p EXTERIOR TOP OF SLAB FINISH ro ° - BY OTHERS By O Op Z 1 'l 'II ° I O.A. WI W::. 1.1 IIL- II ° 1 HEIGHT f - IT- If I °�-- 16" MIN. DIAMETER CONCRETE FOOTING (DERMECTION BARRIER DETAIL N.T.S. 11/24 MIN. EMBEDMENT IS UDOD SCREW €XT€RIOP INTERIOR I All TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 1/40 MAX, SHIM SPACE THERE IF CEME I. IXtW a 'END JN THE MaAmum Fastener Spadli, (Iambs, Head and Sill) Wall Framing: #2Spruce/Pine/Fi1 Or Renter ., Rurane ' #10 x1.1/2" /i - --Soew Minimum Penetration 1 318" Glazing Bead Cross Section V few Y' Minimum I\ yr --' Shuns Etedor Sheathing variation In codes and building types, !der led up to the end user to detenome the properins[awenon at rnese,rents. 4'N•y, "L3G.+CL ¢ t".J,tt+ 91E3 Salon lnSWIng your wlntlow, the Wbble wmp may W peeled bxr, W1777,,cw, Gut please re, suck the wrap to prated the bkxi, from scratches and other damage UW c nstrucrlon is Complete. Step d Measure to be see the opening 3A' o LIZ' larger than the window sin bath verlkally and hortontalty. " You may wish to pmdrNl to installation hole in the fin at this time. dre haes#f dremays fin as are rot naeaTan/ ttd Lm Step 2 Apply a generous bead of stuxull to the bad" of the mounting fin. use slough stoome to sufrlcierNy fill all voids between the fft and tie wall sheathing. Step 3 lr*W t e window inWfhe opmWg rmm the wWde. The window is Labeled"neW and "o tstde", but L'these labNs have been narrowed, the Staining bead should aW2ys be to the Inside of the building. Step 4 trill shims Under the sill, adjusting them until the had is plumb In the opening. Shims should be installed under the sill every 2 feet. The widow should be basal centered in the opening with no more than 114" gap between the window and wall framing. Step 5 lristal a $10 x I-1 2' screw 4" from the sans of the fin at each and of the head, sill and bothiambs, Rep Instal the reualnirgfasbies In 8• Increments from the carrier screws to the cater ofeach Vane member. Use care not toover- tighten the screws and pull them through the fin. Also, main we the screws go In straight and do not cause the framed bow. Wall framing ihaJd be a rNmmBrn of #2 SprucypihelRr. Fastelhers should be #10 screws of sulklaR Length to addee 13,W' penetrationM ft wall and toles than I1r from ale of handling.. caw..,r n...— n-uraA In cure H. of fnme,....f. ^..- o. —I— Rep 8 if delved, a foam Insulation can be applied to the Interior gap between the wi crow and well tracing. It apPllm, #wSnMrtt ce ma NON EXPANDING TYPE FOAM. Rep 9 Since these edition are typically hand in rooms with high moisture, k; Ihataoere, it Is recommended that the inertor gap between the window and wall framing also be sealed wide silicone and roved m as not to interfere wish she iretallahm of wallboard, file or trim. Step 10 Once all construction Is can*I% remove the bubble wrap from to inside and waste of the window. Aradia ry, dean the blacks with a mild detergent and warm water using a sift cloth. Failure to follow these procedures will void any and all warranties. IENERAL NOTE: QEE COVER SKEET FOR WIND PRESSURE AND EXPOSURE, _ !- SEE ELEVATION SHIEIEF TIT p 1 b i tt a I Affidavit I. SEE TITLE BLOCK F16�1�Ibj WA j� Building Address: Contractor: IEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION Attachment Method Approval # Product Pressures Manufacture Model # Roofing: 1st Choice DADE COUNTY APP. IKO IndusVues, Ltd Cambridge AR NAIL SHINGLES H A GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING FL30310.1 ROOFING VENTS: DADE COUNTY APP. Florida Metal Pr t In . FLAMCO "Off-rld a Vent" FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FROM EDGE AND 4" D.C. TYPICAL MAX. FL21580.1 R-2 ROOFING UNDERLAYMENT: 1-st Choice TAMKO BUILDING PRODUCTS LLC TAMKO No. 30 #30 ASPHALT -SATURATED ORGANIC FELT UNDERLAYMENT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH R905.1.1 FL12328-R9 PANEL WALLS: ALLOWABLE NEG. THE .TAPCO GROUPIVINYLSIDING 7" SHAKES ....1 INSTALL PER MANUFACTURE INSTRUCTIONS FL20403.4 HUBER ENGINEERED GODS C ZIP SYSTEM INSTALL PER MANUFACTURE INSTRUCTIONS FL17146 R7 HOMEGUARD BUILDING I HOMEGUARD INSTALL PER MANUFACTURE INSTRUCTIONS CCRR-1092. Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 53W5 16x7 2'x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS FL16546.8 2nd Choice +30.0/-32.0 CLOPAY 8 x 7 FL15279.84 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRUCORP. FIBERGLASS DOOR ALL ONE LITE SERIES 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16' X W TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461AI FL20461.12 +67.0/67.0 THERMA TRUCORP. SOLID AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 FIBERGLASS DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X3" WOOD SCREWS MIN. FROM 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN, 16" O.C. FL15215.2 LITESERIES THEREAFTER. (TYPICAL ALL 4 SIDES) Sidelights RU FL20461 2 FL15215.2 PLAT PRO Sliding Doors: 1st Cholcel I MI WINDOWS & DOORS SERIES 420. S(D FL15332.4 reinfrce AluMI WINDOWS & DOORS SERIES 440 SGD FL15332.12 rid Alum. reinforced Windows: 1st Choice +40/-50 MI WINDOWS SW SERIES Twin Single Hun lfin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN, IIA' EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL FL 17676.9 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS Single Hung (flange) TO INTO OFBUCK. FL 17894.2 FOF OR INSTALLATION THROUGHI2E BUCK USE 8 WOOD +50.0/-50.0 MI WINDOWS 3540 SERIES Single Hung (fin) SUFFIENT LENGTH TOACHIEVE 11h" INCH MINIMUM EMBEDMENT FL17676.2 IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Single Hun (finless) fra rm FL17894.4 g Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE FL 18504.1 1 t C olce MI WINDOWS Mullion 3/16" TAPC N ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 1,p M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 Ilion EDGE DIST CE Fixed Glass: 1st Choice FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR +50.0/-50.0 MI WINDOWS MI 3540 FL18644 R6 WITH MIN. 1?4" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: +66.0/-71.6 KAYCAN LTD Standard vinyl Staple 10" on center In direction FL16503.4 R5 1st Choice of length Plygem / Variform Plygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 Double 5 standaM standard vin s ides solid 144 vented -145 FL12194.2 Hurricane Panels: AL MERICAN 24" Ga Dade County App. 24 GA.. STORM PANELS FL18293 R3 1St hDlee SHUTTER &GLASS storm Panels I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: A. # 56126 Name: Luis Pablo Torres Certification Number: FI. # 87864 Name: Certification Number: .;ia Bs 111 Aa f. tQ it ° ny `fld5t"r rh' n t N W Ifr' S ¢ W U) ono m C C VSrn LL LL LL S B�Pw. �CS�.Y M._NFL LLJ a - £qC lahL �.4` a w 3 E m¢m cX O �I Saar No t wpm �¢ w aim 2I— a"e 0 a � U F§ '15 www.FDSENG.COM El ❑ ❑ z Z a zS z a 0 J N a N z t' N tryryrY C9 m in T3 "jRLI\r- � m ti 0 — m u pa w \\// c J 3 U��� DAMS HOMES ICI � — � lMlafmi FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: ,AII�r/ W 0 z O c W ° M cat 0 d) � EL 3 L Z I—�Um 0 OJLLJ� T o JmU)(n 00 ® Model Name / Number: 2508 Plan Issue Date: Monday, December 13, 2021 KA PROJECT NUMBER: 21-10554 Sheet: Of, S-5 MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN As FOLD UP WEATHER FLASHING R E O U I R E I V I E NTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH NECESSARY A RIER - RESISTIVE BARRIER & RESISTIVE WEATHER RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS FLASHING BARRIER R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall DOOR ROUGH OPENING TO BE USED, envelope shall include flashing as described in Beef on R703.4. r WEATHER I' RESISITIVE WINDOW UNIT BARRIER WOOD FRAME CONSTR. R703.1.1 Water resistance. The exterior wall enveh, pe shall be designed and constructed in a manner that prevents the TAPE s EXTERIOR SHEATHING SELF -ADHERED FLASHING BY LAPPING DOWN 3/4"•1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SLOPE 0.3 in: 12.0 in SELF -ADHERED FLASHING accumulation of water within the wall assembly by I,roviding a wateu-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. OVER RIM JOIST AND UP WALL BY 6IN. THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND (0.6 Cm : 30.5 Cm) SELF -ADHERED FLASHING PRODUCTS DETAILS R703.2 Water -resistive barrier. One layer o1 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 Irs"eueOovvmow� / OR EQUAL WEATHER PROOF CAULKING asphalt felt Shalt be applied horizontally, with the upaer layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6Inches. Other apprcved materials shall be installed in accordance with the WEATHER EXTERIOR SELF -ADHERED FLASHING WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The I4o.15 asphalt felt or other approved water -resistive RESISITIVE BARRIER CEMT. FIN. f PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a SEAL TOPS OF JOISTS manner to meet the requirements of the exterior wall envelope as described In Section R703.1. UNDER DECKING SUBFLOOR (SEE DETAIL WP07) R703.7.3 Water -resistive barriers Water -resistive barriers shall he installed as required in Section R703.2 and, where SELF -ADHERED FLASHING applied over wood sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The Individual layers shall be installed independently such that each layer HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to draltr 1 Cut, fold up & temporarily secure weather - RIM JOIST Refer to the number marked as in each detail that corresponds to the to the water -resistive barrier is directed between the layers. resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather BUILDING numbered Items In the list Of Instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or resistive barrier 3. Fold weather resistive harder back over head flashing and t O PAPER 1. Install self -adhered flashing In order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater absarbing layer or designed drainage space. seal with tape 2 2 1 2 O 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) -for ease of installation and to minimize scoring cuts Rashin Flashing. Approved metal flashing, vinyl flashing, with t hened membranes and mechanically lattached Hashing flexible flashing shall be applied shingle•fashion or in accordance with the manufacturer's Instructions. Metal (lashing shall be corrosion resistant. Fluid-applietl membranes used as flashing shall be applied in accordance with the manufacturer's Instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of Scale: NITS SELF -ADHERED FLASHING FLANGED WINDOW W P O SELF -ADHERED FLASHING P O� LW SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER `, v P®3 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 1 EXTERIOR DOOR WITH DECK - SECTION A y 5. Remove all release paper per standard installation instructions and water to the building structural framing componentk. Selfadhered membranes used as flashing shall comply with adhere to substrate using a square piece of flashing material (6 x 6 AAMA 711. All exterior fenestration products shall he sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ABTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM=S1, EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT - Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as Shown by arrows exterior walls shall comply with AAMA 714. The finabing shall extend to the surface of the exterior wall finish. Approved EXTERIOR SHEATHING -� - ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 7. Angle Of Corner may Vary, adjust folding of the flashing accordingly to fit fleshings shall be installed at the following locations; THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING FLANGED WINDOW (SEE DETAIL WP01) I:, tight to corner 8. Mechanically fasten a5 OQCeSSafy 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the LETTER ON CHEMICAL SCORED exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically COMPATIBILITY RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: SELF -ADHERED SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" �`ro r (BEFOREFOCI)MG, GGORE RELEASE IVE As SHOWN) ADHESIVE As sfiowN) 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the FLASHING VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing BOTTOM OF THRESHOLD instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. MECHANICALLY FASTEN AS 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 z a IN CORNERS THROUGH the water resistive barrier for subsequent drainage- Openings using pan flashing shall incorporate flashing or protection SECNECESSARY (SEE D NAA (SEE DETAIL WP02) SELF -ADHERED FLASHING at the head and sides. 1.2 In accordance with the flashing design Or m thod of a registered design g g e g' - professional. 1.3 In accordance with other approved methoils. ERED FLASHING O ' /`-� '�\v\ 1.4 In accordance with FMA/AAMA 100, FMA, AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2 SELF -ADHERED FLASHING yI 5 J 2. At the intersection of chimneys Or ether masortry construction with ham, Or stucco walls, with ', .I'S projecting lips on both sides under stucco copings, NAILING FLANGE ., 4 DO NOT FLASH OVER SEAL TOPS OF JOISTS 1 l ) }U� _ 6 3. Under and at the ends of masonry, wood or m,Igl copings and sills. 4. Continuously above all projecting wood trim. BOTTOM NAILING l3 UNDER DECKING (SEE DETAIL WP07) 2 7 FLANGE S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. B. At wail and roof intersections. SELF -ADHERED FLASHING \ A �P®A �'F SELF -ADHERED FLASHING IWPO5 SELF -ADHERED FLASHING 1� /„� V PO HALF ROUND WINDOW V V EXTERIOR DOOR WITH DECK INSIDE CORNER Y V 7. At built -In gutters. x SELF ADHERED FLASHING DECK PROTECTOR ;: ' " SHEATHING ry `> '-; r 7/8" Cement Plaster 718" Cement Plaster in accordance with in ASTMC926 accordance with ASTMC926 SELF -ADHERED FLASHING PATCH "s -.-w,.,., s;' y- , Y' ., - _ Felt backed metal .. . . Felt backed metal lathe in accordance lathe in accordance SELF -ADHERED FLASHING with ASTMC1063 with ASTMC1063 „� DECK PROTECTOR Buildin Paper 9 P Building Paper 0 j5 1 . � 7/16" O.S.B. 7/16" O.S.B. ill 1 XDOIUBLEsheathingsheathing f LE-� Sr fix. Keep top edge SELF FLASHING +-..,,;� "J' `*„�__ I ''. Metal �, weep JOIST -ADHERED ;. Flashing Of screed P ! SELF -ADHERED FLASHING 3"MIN t 2 „ ,. 3 1/2" Unperforated 2' below top of block Vulcum Flange 7/8" r, 4 5 " ` Ls Weep Screed caulk bottom joint only J V ur-s Maintain Metal Flashing Bottom of 3-1/2" Unperforated SELF -ADHERED FLASHING [WP07 SELF -ADHERED FLASHING Q W P®V APPLYA LIQUID FLASHING TO THE MASONRY OPENING HEAD, JAMB, SILL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE VVP09 Weep Screed 1 1/2" to 2" Flan ge 7/8" Weep Screed \H0.8362x;DECK JOIST OUTSIDE CORNER INSTALLATION OF THE BUCK/RECEPTOR. Above Roof Sheathing 1/2" Cementhlous Decorative Finish o'• °'q,o All inside and outside corner will EXTERIOR WINDOW UNIT y need to miter CEMT. FIN. Cement Plaster ca lked cut and caulked all butt joints n ' BUILDING PAPER SLOPE in accordance o, becaulkd�edgo � o, ,5'• SLOPE with ASTMC926 �' •' Vulcum caulk for all SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in (0.6 cm : 30.5 cm) 0.3 in: 12.0 in (0.6 cm: 30.5 cm) over wood 2nd floor (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING EXTERIOR_ CEMT. FIN. . BUILDING PAPER WIRE LATH .' 1/2" Cement IV V SELF -ADHERED FLASHING Plaster Finish Block WIRE LATH 2 10 Perforated a'a• Flange 1/2" Weep BUILDING PAPER BUILDING PAPER Cement o Screed Plaster over block EXTERIOR ' 1st floor WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OP }�IONAt_ DETAIL $ 3 O Note: The wilding paper and metal lath must he installed over the top of WEEP SCREED DETAI I W P O SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL LWP 1 SELF -ADHERED FLASHING W P 12 the Weep SCreed. SCALE: NOT TO SCALE CEMT. FINISH WINDOW HIEAD CEMT FINISH PARAPET WALL a u B CN 0 U) g �C of a in cc t i e8m","p'R O E09 as H0 0¢ w 0 fl at 2 U .- a" WWW.FDSENG.CON ❑ ❑ ❑ z z � 8 g z -- w a -to Z NC4 rn W LL C Ln w Qc sz v l/n ZD c m �m (>3 U E L 1� � nN✓ = OPM Q N O Ufa IQj'I� PIAIMC tIdAMiCC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32663 PORT ST. LUCIE IV].Job Information: O Z wo 0 rn Md a. a iu 3 i m Z H U m � d J W 0 VJ OD LL rVT Model Name / Number: 2508 IVI Plan Issue Date: 1 Monday, December 13, 2021 ITI KA PROJECT NUMBER: 21-10554 Sheet: of, WATER PROOF DETAILS Plum C .P 3.5 TON W/5KW 0240V 1PH 18x13 plen platform by bldr Z-, H2 BS z23"n03 BEDROOM 4 1 12x6 1wcd 120 12x12 5" bath duct to roof or wall w/ standard 70 cfm bath fan 7VOHA T2AJ35l9 "ar m NI iBaat T /NTH 3 _ t' rH \ FP 024E \ �d \ 1wcd 50 1 x6 1 wcd 838, 75 H3039J Baer 4),FA.-KFAST �- �1JJ "0-`0 t S 2\fl F 2 1�2 rag 112",F �' S 8 9 \\ 'I 10x10 \rag O w i LANAI OJO 0- 8 HE <� i �r s hITCr!EN g F AMII Y DROOM B E L'f�f�t-rcij 1Ox6 lwcd 6• JJ "0-'0t 70 85 10x6 5 12x6 1wcd 12x6 1wcd 155 155 BEDROOM 2 10x6 1wcd �6"" 85 Illil, 1 _ ..24x18 ... �J 16x16 rag toll W 0 " ®! aJo "n-'or 65 = 10 6 1 wcd L I I LI TY 135 12x6 1 wcd w Ic FOYER OJO "0-`Or e 10 1 d• 8x4 we 4 0 8adS w (H.W C i H2\9 1 J301IIIL - Ha 82 J8C -. .qOA MOc VIA97 ..0 �' aJH'T 131A - _ 223JJA. OITTA I — j8A _M. `J 1 .V3J3 d/AflT 332 rz CIJ319 1,11 3TAOOJ J o N TIR Y N 71M "dF, X "SS 4" dryer duct '-i I OJO 'Of FM i o to roof cap b w/dryer vent box BOAW 9AD '0 OJC "0-'8 / `c M> a ti 5" bath duct .T0 �� to roof or wall cap ,r2� aa3'�n3`✓C7 C X 8 w/ standard 70 �_2 �A3H�13`VO V X Br'-' cfm bath fan - License #ClVC1249777 NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOV,S Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 8xt 1 H2 P..: J8a Cl OWNER'S ._E-DROOt\JI aJo ^o-`a 0 I 14x8 1wcd 210 1 8x4 1 c \� 25 a \ 4" 0'S 10-18 1Ox6 1wcd N 40 / w' 8aAS ` 1 H30SIAO OUT HZ-E 8 v r a \ N LIVING ROO 'Or OT 91H (131H3VOI \H 7GZ A3 14x8 1wcd`1 115 H2 2S 8a "0'8 t .5.03 5" bath duct to roof or wall c w/ standard 70 cfm bath fan—lig 5" bath duct to roof or wall w/ standard 70 cfm bath fan p t FLOOP PLAN SCALE: 1 /4" LEVATION "CR" 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. ap AREA CALCULATIONS) LIVING 2523 S.F. TOTAL LIVING (AC) 2523 S.F. GARAGE 520 S.F. COVERED ENTRY (BASE; 177 S.F. COVERED PAVO/I ANAI 200 S.F. TOTAL AREA 'UNDER ROOF 3520 S.F. v I O VJ o e _ � o 0 O O o X Q _ S CKS I S LLJ V J LLJ o 0 = Lu (n � Q � Q �a ® O n_ N Q LC) \0 Z CV W m w > z z o LLJ 3: <I I— m I— <t J O D Q a-e md--1(f)®C3 Rating 5 f <n