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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 TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT NO: TITLE BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, PLUS OR MINUS 1% AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY, NFPA 7417, NATIONAL ELECTRICAL CODES (NEC 2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N,O. S. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES," THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LES OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70E BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES: 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 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION E30-16 PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL-AAF-20 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) 15 TO ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE. STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE HAVING JURISDICTION. PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE: 2, CONFORMING TO ASTM G94O14, WITH A MINIMUM NET COMPRESSIVE (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 STRENGTH OF 2000 PSI ( fm = 2000 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C27414A. DAYS DEFLECTION CRITERIA AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: R703.7.1 LATH. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, ROOF RAFTERS LL/180 TL/12O LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/15" HEAD, OR 1-1/2" LONG, 16 GAGE WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE.. ROOF RAFTERS (W/O CLG) LL/360 TL/240 STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787,OR AS OTHERWISE APPROVED. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR I -JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 40FT SPAN *. TL MAX 3/4" R703.7.2 PLASTER. T PLASTER SHALL BE NOT LESS THAN THREE C OATS WHERE APPLIED OVER ANY TYPE OF PLASTERING WITH CEMENT GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. TOR H RESPONSIBILITY OF THE CONTRACTOR PROVIDE STABILITY DURING CONSTRUCTION SHALL BE E R 8. TEMPORARY BRACING AND SHORING OF WALL TO R CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. +** TL MAX 1/2" CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE.. GROUT SHALL BE FLUSH WITH TOP OF WALL. GENERAL ROOF LOADING TOTAL THICKNESS IS AS SET IN TABLER702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2. WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE R703.7.3 WATER -RESISTIVE BARRIERS. TOP CHORD LL 20 20 20 20 WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL 7 15 25 WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR; PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD DIL 7 BOTTOM CHORD LL* 0 0 0 0 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD DL 10 10 10 10 (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION DIRECTED BETWEEN THE LAYERS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF) 37 37 45 55 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BOTTOM CHORD LL (OPT) R703.2 WATER -RESISTIVE BARRIER. VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-0, ATTICS W/ LIMITED STORAGE 20 ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SEX) DOES NOT. 50 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. (NON -CONCURRENT) INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH. THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE PLAN NOTE POP ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: DESCRIBED IN SECTION R703.1. ROOF DECK: PLYWOODC-C/C-D, EXTERIOR OR OSB GENERAL FLOOR LOADING FLOOR SHEATHING: T&G XC GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. R703.4 FLASHING. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL U SPE (ED TOP CHORD LL 40 (PSF) COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS SOFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® (D + 27.6 + 27.6 10 (_) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 s (+) 24.8 (+) 24.8 O 50 (-) 27.1 (-) 31.1 Q Q (+) 23.4 (+) 23.4 100 (-) 25.7 (•) 28.8 QV DIAGRAM GARAGE DOORS* SOFFIT 9'•0" x 7'•O" 16'-0" x 7'-O" O 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. "an = END ZONE IS ONLY WIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN 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 H VAC "s. A C4 Y7 N O ,A O c 0 ffiv�� m a o g. qg9 a s5 � dw w FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER S NOT BE USED AS WEATHER RESISTANCE BARRIER NLESS CIF TOP CHORD DL 10 (PSF) �a 5 g8 '�a INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUI6APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL O (PSF) SEE FLUOR PLAN FOR ACTUAL PRESSURES 8 it � as MS� Q �a I W vi SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD DL 5 (PSF) ;u5 IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE - 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 _11 Y o O SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN �+ '� PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OFTHE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING CARE AND MAINTENANCE s „ s W'M m z o 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 m Q Q & z ' 6_ Z m 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 a 'v a MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) FOR THE FUTURE LIFE OF THIS HOME. CARE MUST BE TO CHECK WINDOWS AND �, t7 8 of N o 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 g �. W TO THE SURFACE OF THE. EXTERIOR WALL FINISH. APPROVED FlASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. S. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY, WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY FLOW IS AWAY FROM THE HOUSE AND HAVE YOUR HOME REPAINTED EVERY 3- 5 YEARS 99 "` •$, '� . TO PROTECT THE COATINGS. THE DESIGNER AND ENGINEER OF RECORD ARE NOT THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIGHT STORAGE 125 (PSF) � www.Fosav6.coM • EXTERIOR WINDOW/DOOR OPENINGS. LIBRARIES • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) RESPONSIBLE FOR THE UPKEEP OF THE HOME AND WILL NOT BE HELD LIABLE FOR 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 AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND 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 g - o z 0 GUARD RAIL ®HAND RAILS d 200 PS 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 () ( F) a 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 a¢ CONSTRUCTION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) IgC.FVE.W Q ¢ I • AT WALL AND ROOF INTERSECTION. L---'� • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) a STAIRS 40 (PSF) UPLIFT CONNECTORS FOOTNOTES z M V iIf�TEg1 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG per St. Lu ' t nH)I #. Q THE TOP. St, L,�uc Q.i h d 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 T6 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. -. � 1JO MORE INFO. W c FIELD REPAIR NOTES GENERAL NOTES:DER ���jj��////� �M BUILNOTICE: Ln 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 Or LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Deslgner/Engineer listed In the tltleblock of these W `° w E 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 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 _ A 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 ;,;; „ �£ c v a, o IY 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 t0o INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the Commencement of any work. The Designer/Engineer are not 04 PRIOR TO APPLYING BOND BEAM HE 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 - DURINGundetected 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. construction. All construction MUST be in accordance KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (FOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE to the TO FOOTING). information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) %A."x 21A" 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)-Sod NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM18 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS Assurance Manager immediately. No backcharges will be considered TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER 3000 GULFBREEZE MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAMSO W/ (4) 1/4" x 1 1/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. for reimbursement the Designer/Engineer without advanced PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. GIILFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM FOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Payments will be made In accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2NO FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT LUCI E 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 SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Job Informationn:: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS DATE DESCRIPTION AMS HOMES z aw F/ 0_� Of Northwest Florida® �� > "' I M EL 92 1�EVIEWEC F / - p � w o CODE COMPL ANCE _j 00 en U) °° ST• L.UCIE COUNTY ♦ Model Name / Number: 3000 CIULFB EE ZE PARKWAY GULF�3REEZE, FLOR A 325633 BOCC 2508 Plan Issue Date: Monday, December 13, 2021 VI KA PROJECT NUMBER: 2508 MODEL 21-10553 Sheet: w Of: C 1 HEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPUFr TOP BOTTOM MARK SPACING SPECIES CAP41AP.(plf) BW1 16" (2)16d TOENAILS (2)i6d TOENAILS SPF NO UPUFf BW2 SP2 W/ (6)-10d SP1 W/ (6)10d SPF 402 16. STUD, (6)10d PLATE STUD, (4) JLOd PLATE 8W3 18" (2) SP2 W/ (6) led (2) SP1 W/ (6)10d SPF 803 STUD 6 led PLATE STUD, 4 10d PLATE FB-W4-1 16" (2)16d TOENAILS (2) 16d TOENAILS SYP NO UPLIFT BW5 SP2 W/ (6)-10d SP4 W/ BI-iod 16" STUD, 8 10d PLATE STUD 4 Jed PLATE SYP 439 BW6 (2) SP2 W/ (6) led SP1 W/ (6)-10d SYP 878 16" STUD 6 10d PLATE STUD, 4 led PLATE BW7 12" (2)16d TOENAILS (2)16d TOENAILS SPF NO UPLIFT SP2 W/ (6)-10d SP1 W/ (6H10d BWS 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 535 (2) SP2 W/ (6) led SP1 W/ (6}10d BW9 12" STUD, (6)10d PLATE STUD, (4) 10d PLATE SPF 1070 BWSO 12" (2) 16d TOENAILS (2) led TOENAILS SYP 0 SP2 W/ (6)-10d SP1 W/ (6}100 BW11 12" STUD, (6) SOd PLATE STUD, 14) 10d PLATE SYP 585 (2) SP2 W/ (5) 10d SP1 W/ (6)-iOd BW12 12" STUq.(6) SOtl PLATE STUD, (4) led PLATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP OF WALL .{, SEE PLAN- MASONRY WALL OR ICF WALL, SEE PLAN 2x STUDS PER DOUBLE 2% HEADER PLAN/ SCHEDULE SEE FLOOR FLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH --SEE MS03/Si FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WF09 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0' SCHEDULE ABOVE F.F.SEE FOUNDATION --.----'- d - - PLAN FOR MORE 2x P.T. W/ 1/2" A,B @ 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7' EMBEDMENT PAST STEP DOWN, - REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. 7/1W OSB PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT Woo SEE GENERAL NOTE #8 BEG. 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 SPF92 UND ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4, sP4, SP6 AND 5P8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOP THE SPl AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONVECDON TO IGNORE. SEE WFO6/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 SHEARMALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ ad NAILS AT 4" O.C. INFIELD AND EDGE TO it) SIDE OF WALL ?.ALL 2K EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHFARW ALLLL SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE Y EIWIOWALLS ARE ONLY 8. IFTHE STARING WALL IR INDICATED WITH THE BW4, THESE AL HAVE U THE STUDS SUPPORTING THE FLOOR LOAN AND TA NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE OADAND PLATE AND THE 2. PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS)ILS)AND UWILLE. INDICATED THE WALL SCHEDULE, NOT REQUIRE THE ANCHOR HAN D THEBEARINGPLATE 9. SPl/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE ANGLE TABLE LOAD. 10d= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4) - L6d 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).16d TOENAILS 0 D172Z 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" AIR** U = 2200 SYP POST & (12). 16d NAILS 6 x 6 P.T. #2 ASU66 W/ 5/8" ATR*" G -12000 SYP POST &112)-16d NAILS U-230P 8 x 8 P.T. #2 ABU88 W/ (2) - 518" ATR*" G = 24435 C7 SYP POST & (18) -16d NAILS U = 2320 3.5 x 3.5 P.L. HOU5-SD82.5 W/ (14) 1/4" x C8 1.8E Fb=24DO PSI 2 1/2" SDS WS & 5/8" EPDXY 5645 (WOLMANLZED IF EXT.) ANCHOR, OR ATR** 3-5 x 5.26 P.L. HDU55DS2.5 W/ (14)1/4., x 1.8E Fb=2400 PSI 21/2" SDS WS & 5/W EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR AIR*' 3.5 x 7 P.L. HDU8-SD52.5 W/ (20) 1/4" x C10 1.8E Fb-2400 PSI 21/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** 1011 5.25 x 5.25 P.L. 1.8E Fb-2400 PSI HDU&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. HDU8 SDS2s W/ (20) 1/4° x C12 EXT.) EPDXV 7870 MOLMANIZED IF ANCHOR OR ATR*+i8' GENERAL COLUMN NOTES 1. SEE FLOOR. PLAN FOR WALL WIDTH, STUD PACKS TO MATCH WALL WIDTH ONO. 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 7/8" 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 vs. GUN APPUCATION NAIL DIA.-LENGTH NAIL SPACING ad 0.131" X 2 1e 0.131' X 2 ° SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS led OR 12d 0.148" X 3" 0.131' X 3' SEE PLAN BLOCKING & TDE 0.148" X 31 " 0.131" X 3 SA' NAILS & TOP PLATE 12d OA48" X 3'W 0.131- X 8 JA" 8' O:C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS led 0.148" X 3" 0.131- X 3" 8" O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 16tl 0.162" X 3 W 0,131" X 3'A" (2) 16DICOMMON) SEE PLAN (3) 16D ( GUN NAILS) BEAM SCHEDULE MARK SEAM SIZE CONNECTIONS (2)- 2 x 8 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) M1 OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (21 SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)- 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB HUTCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU QC. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) . 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FLITCH PLATE. NAIL SIMPSON LS7A24 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 It 1/4" LVL CONNECTION: PROVIDE (2) 2.OE Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4' x 31/2" SDS WOOD DR (2) SIMPSON HETA16 TO CMU DR (2) SCREWS @ 16" O.C. TYP. COL. U.N.O. ON RODF PLAN, EACH SIDE. (2)-13/4"x117/8'LVL 2.0E F3-2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SOS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ to, O.C. TYP. OR (2) SIMPSON HETA16 To CMU EACH SIDE COL U.N.O. ON ROOF PLAN. (2) 1 3/4" x 15" LVL Fb=2600 PSI. HAIL BEAM CONNECTION: PROVIDE (2) O2.0E BM6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4' x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETAl6 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) 2X8 #2 SYP GENERALHEADER NOTE #5 Wit 1/2" FLITCH PLATE THIS H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET (2) 13/4"X 111/4 ATTACH TOGETHER W/(2)ROWS 1/4-X31/2' H5 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 18" D.C. TYP. EACH SIDE (2) - 1 3/4" X 91/4 ATTACH TOGETHER WI (3) ROWS 1/4"X3 1/2' H6 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2xB WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (1) (2) (1) (2) 4',W 9' 0" (2) (3) (2) (2) -16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2xiO OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. O W 00 LO q N n M N 3 -8" O DBL 25 S 14'-0" ECIIR $ -0" CLG 000 A �y Y Y II' JIM 5-SH 1 3X5 F.G. I O Fn SHWR O - vl- - - J 16" PREP C8 I[FBw3l l l 4'-10" 5'-4" 3'-8" 1,l I L,I wl LIVING ROOM INVERTED HIP TO 10' ii ¢ [ill I J i - O 0 MS03 Z / � S1 I EA SIDE OF ENTRY WS01 / S-2 / , 3„ 10" NER / ICO PR JECTIONS / @ILL LOC'S / SHDWN W / D O S -3 F a DBL 25 SH 8' CEILING BM8 4'-0" 10'4" a 16" X 16" COL. BASE O' TYP. W/ RED TAPPE ' CRAFfMAN COL. ABV. „ BEAM 4- 21'-0" FIBERGLASS I �/ BW1 TUB /SHOWER UNIT 25 SH 16" PRECAST ABOVE -- -- - oP4',5-� LIN. vEGRESS 3'-0"MS031668$1 4'-10" 2'-0" 2' 9" cc mN R O 2650 O A R 3 g 8'-0" CLG h� TEMP. 0 H2 Q O N o 28681 I12'46" H4 O O BREAKFAST 10'-0" CLG 00 FLR LINE 36" FLAT BAR TOP ON 341/2" WALL 3'-0" 3'-11" 19'-0" ro 12'-B" , FAMILY ROOM ATTIC ACCESS 10'-0" CLG ti I KITCHEN LOCATE IN FIELD In o L ;= 10'-0" CLG 22" X 36" MIN 4 I 1 1 ro N - 4/0 OP-G - „ 2'-8", 1 LANAI 2668 2-2068 lit 5' 0" I 7' W , , O r BEDROOM 8'-0": CLG �+ T 1 II G.Tj w U) 4� .21.4n I 1 W N � FLR 8'-0" CLG 2100 � 10"x12" `n DROP S• I - LINE I h N SOFFIT �_ CLG ii 2868 R/A 24 � ' 0 N a---- -------------- , 'xiEN ONB EAR M 2 m COL FLRG LINE I � BATH ® 8'-0" CLG 1o"x12 DINING RO M 3'-a" 3'-s" s a" 11, 4" SOFFIT 10'-0" CLG FOYER Iw mill Y , 10'-0" CLG , = TI LITYI L _ ,5 TUB /SHOWER NF39 8'-0" CLG _ IT '2-2568 - S-3 ;" 41 MS03 1------- - - -- -- S-1 MS03 o �; v), W.H.W'H' N , R/SH N S1 L - - H4 WF02 2 8 - -------- -- .. 30s3 H1 © 9 BW2 O C2 BW2 EGRESS N (2) -12" SIDI LITES 34 TRANSOM ABV. L 26 SH '-" 7'-4" 5'-0" 13'-0" /'� 1 y�Q1 10,0" MET. T'HLD v S3 .O.M.' ' MS03 TRANS.ABV ' ATTIC ACCESS , �� LOCATE IN FIELD ' S1 =SEE ELEV. o o o SEE ENERGY FORM ' ' 22" X 36" MIN 1 u1 ii wH FOR WALL INSULATION.__--____-._____. REQUIREMENTS ENTRY 1O' CLG „ BM8 6r8" 4'-8" 4'-8" 3 CAR GARAGE ' 8'-0" CLG CD23 o N S3 00 TYPICAL @ ALL COLS. ,_____-____ i --__ CANTILEVER _ _ _ _ _ _ _ _ IL BEAM CS TYPICAL@ ; T-_`__G.T. ----_----- __1_ ALL COLS. i G.T. S12 O ' , S-2 8 X 7 OVERHEAD S 22 O 16 X 7 OVERHEAD 8'-0" Omz O mow¢ < K K O '4" FLOOR PLAN SCALE: 1/4" = 1'-C" ELEVATION "CR" 160 MPH OPENING PRESSURES ENCLOSED- EXPOSURE B _ ( 0 ) +27.6 / -29.9 © +27.6 / -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 / -25.0 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 O N LiLNLHAL NU I t5 1. R302.5,1 Door from garage Into house must be a minimum 13/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic Space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit if solid soffit Is Installed 5'-0" on each side of the venting. 3. R302.6 The garage shall be separated from the co residence and it's attic as required by Table R302.6. v From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent. 4. R312.2.1 Window sills In dwelling units where the top of the sill of an operable window opening Is located less than 24 inches above the finished floor and greater. than 72 Inches above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following (3 listed methods). N m 5. R308.4.2 All windows within 2'-0" of doors and in I r will tempered . shower 0 tub areas be safety to pe d glass 6. Ceiling for exterior entries and covered porches to 4 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. op S. M1502.4.5 Duct length o 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 1 7/16" OSS on underside of roof trusses shall be II attached to all framing members with 2x blocking I1 provided at perimeter. The OSB shall be attached w/ 8d nails at 6" O.C. field and 4" O.C. at edges or 7d screw J shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer speclilcations q N N AREA CALCULATIONS LIVING 2523 S.F. TOTAL LIVING (AC) 2523 S.F. GARAGE COVERED ENTRY (BASE) COVERED PATIO/LANAI 620 S.F. 177 S.F. 200 S.F. TOTAL AREA UNDER ROOF 3520 S.F. t 4 3 w m w � t^ In 00 W B�g M 4 UO O� k 38 s aN � B d f^ LL LL LL ,n -S z A* -�alTz6"L M 'FZ w w d ge fit' LR � ti g a or 3 a or -cc - On 3ffi dJEFm Q K u, OU J 0 WWA FDSENG.COM Z ©� `W i1J Z C4 O Z 2 Q � a w Z " M Q I� w d w 0 w ✓1 c Mtn Vi � U J U ENE W 00 I } / ro Y V r m x 3 C n CiM DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRO1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: r 0 F a LLJ o c 0 4) Z � m � U m `f a OJUJ- To ° Jmu)(n OC Model Name / Number: 2508 ® Plan Issue Date: Monday, December 13, 2021 VI KA PROJECT NUMBER: 21-10353 Sheet: 2 Of: FLOOR PLAN 1:'a-r curl, LZ1`! MM-lfI:AJ LOAD CALCULATION 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 I 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 @ 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 BIBB INSTALL FAN rl BOX PREWIRE` INSTALL FAN \ "—INSTALL FAN BOX PREWIRE BOX PREWIRE G FP M CM \ e,2 6.d I n I I d" C I"FAN REWIRE GFIFOR D/W— LOCATEDIN u ADJACENT CAB I I \ INSTALL FAN — — — — BOX PREWIRE TI / WP / GFI ' ISP I i �aFll I FOR HOOD — t i T --y 4 II(I t, ---------------------- --------------------- - FI NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE, REFER TO ELEVATION ¢FI INSTALL FAN /BOX PREWIRE TT INSTALL FAN C BOX PREWIRE `®\INSTALL FAN BOX PREWIRE / I GETELECTRICAL / i \ @ 42" PANEL NOTE: ' , \ LOCATION OF METER AND PANEL BOX TO BE BY BUILDER. IF NO GARAGE SEVICE DOOR IS PROVIDED A DISCONNECT SHALL ATTIC ELECTRIC ` \ , BE ADDED AT METER LOCATION. / IF REQ'D BY CODE \ GFI \ GFI \] FOR GARAGE { GFI DOOR OPENER FORE -----------------------^ _ _' PE DOOR OPENER FOR TRIM. ; GFI Hi @ 42" BI COACH HT — - — - - _ COACH LIGHT - _ — _ — _ — _ — - - COACH LIGHT w uj LU w ELECTRICAL PLAN SCALE: 1/4" = 1'-O" ELEVATION "CR" ELECTRICAL NOTES • UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FlNISHED FLOOR TO CENTERED LINE OF THE UOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR. WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42"AFF RANGE 2* AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR, 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCls (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE j PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH M CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH _ �/� FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE �� TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET IL,L1, W GROUND FAULT INTERRUPT � u' 2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT L) 220 VOLT OUTLET @I— DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL RT.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING ❑ JUNCTION BOX WP WATER PROOF IS RECESSED LIGHTING THERMOSTAT BATH FAN O _LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON ONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED AS UNDERGROUND WITH ELECTRICAL CONTRACTOR MP SERVICE 200 = 2/0 COPPER OR 4/0 ALUMN, IN 2" CONDUIT MAIN DISCONNECT 200 AMP A/C DISCONNECT ES SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # S COPPER TO RANGE INTERSYSTEM # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE: LOCAL POWER CO. :p 8 - e._ yjlo�cw m (0 1 0 Nco l S w` g I81 Lot, � xi r o m t00 W tk 3k ik �i lii 1i E Z�ppaa r€3,5 WWJl.FOSENG.COM U ❑ ❑ ❑ (9 = Z Z o— 0 0 Z N � -1 J � m t a z ^ N � VI m .O w c U M I Cf U ENE z pg� U go Jt FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: 0 -o Zm LLJ 0 0 m (J m a Y ca 3 N U • m 3 � a 0 J Lj t _I 00 (1) LL ♦ Model Name / Number: 2508 Plan Issue Date: Monday, December 13, 2021 ® KA PROJECT NUMBER: 21-10553 Sheet: Of, ELECTRICAL PLAN TOP OF BLOCK W'DOW HEAD HG 0 ro ro 0 FIN. FLR. TOP OF BLOCK OD kI c0 FIN. FLR. 12 s PiTYZeltiTl:I �:\�] 40' On RIDGF WNT LITE TEXTURED CEMENTITIOUS COATING 23 SH 25 SH 48" OFF RIDGE VENT 48" OFF RIDGE VENT 25 SH LITE TEXTURED 2650 SH 2650 SH CEMENTITIOUS COATING RN.AR. LEFT ELEVATION I'M" SCALE: 3/16" =1'-0" DEL 3050 SH ERG @ ENTRY BRG @ GARAGO_M. uv'Dow I rol F — o FIN FL- R N b TOP OF BLOCK I 0 io IN. FLR. DBL 25 SH DBL 25 SH 4'10" COL ON LITE TEXTURED 28" HIGH BASE CEMENTITIOUS COATING 0 48' ) FROGEMENT TOP OF BLOCI — _ — WM 2W UEAD-H T C OQ 0 b FIN. FLR. REAR ELEVATION SCALE: 1/4" =1'"0" 72" HIGH COL ON 28" HIGH BASE (2) 3068 DOOR WITH (2} 12" SIDELITES & 16"TRANSOM FIXED GLASS ABV 4R' OM RIDGE AKT DBL 26 SH 16" TRANSOM ABOVE 12 6 VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq Inches of venting needed equally for Intake and exhaust Soffit product provides 4.12 net sq in/sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides 138.00 net sq in/sf. Overhang distance 2.33 ft S.F. of Area to be vented Total needed for exhaustfor upper 1/3 845 retsq inches Total needed for intake (soffit area, lower)- 845 net sq inches Number of Off Ridge Vents for upper 1/3 needed 6 CF. of Ridge Vent needed lean be used in combo with ORV) 47 Lineal Feet of Soffit needed to meet required 154 Lineal S.F. provided by plan 48' DFRIOGEVENT LITE TEXTURED CEMENTITIOUS COATING 25 SH 25511 I�JII�III�II�II' 8x7 OVERHEAD TOP OF BLOCK -. wDOWHEAD T 0 ro ro e RN. FLR. RIGHT ELEVATION TRIV SCALE: 3/10" 12"x22" SCORED DECR. LOUVER W/ 4" BAND 316x7 OVERHEAD FRONT ELEVATION HIM' SCALE: 1/4" =1'-O" (0 00 0 Go uuu�� 4i Y s A9Az o m6�Sg so-� o g I c m GSA G WWW.FDSENG.COM z M _ O o z C'I —, a Do ri — rn Z � to M 0IL p w� W ZE U DO o °� no ©Mo Q N COD QW RAMC LJAM@'G' FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VT Job Information: LIB Z m c � O c W m 0)O Or 0 M Z a.J m Or0 ai 3 3� m a a ®JEER m o °°" �mcncn Model Name / Number: 2508 Plan Issue Date: Monday, December 13, 2021 KA PROJECT NUMBER: 21-10553 Sheet: ^ Of: ELEVATION - CR SEE D---_ET. TB03 FOR WIND' < 155/C M G.C. TO PR BLOCKING' W/ APA REI FOR SPAN I SHEATHINC SEE"HIP/P BLOCKING" 20'-0" MAX 20'-0" MAX FOR WIND SPEEDS < 155/C MPH * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING ;FEEDS 'H )VIDE 0 COMPLY :OMENDATIONS- ATING OF DGE DETAIL Cv lBl EQ. O R `* O v Z CaD T Q � Q EQ "X" DETAIL BRACE TBO.1 SEE CONTINUOUS BRACING x"4 2 X 2 BOTTOM 4 MIN. SEE CHORD DETAIL T604- Q Q Q � _ _ w BOTTOM CHORD GABLE END BRACING ®� LOP CHORD 2X4 #2 SYP ` 4'-0' O.C. MAX. FOR FIRST (4) BAYS BLOCKING C@ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENUINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN N-r5 FISH ENGINEERED ROOF PER ASCE 7.16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B WIND PRESSURE AND SUCTION (PSF) -FFECTIVE AND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SO FEET) a=oft [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e HIP -37.02 -51.06 -51.06 -51.06GABLE j -37.00 -37.00 58.99 -58.99 58.99-76. Q r ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILEI: ZONE 1: ASTM F1667 RSRS-03 (10d) 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 T ZONE 3, 3e, 3r, ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING O O SHINGLE: lam" EXP. 1 (4220) I)LE: lau" EXP. 1 (1Q20) NOTE: t. PER CODE ASTM F1667 RSRS-Ot REFERENCE TO Sd (2 aa" x 0.113") NAILS gT 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1132-, SHEATHING SHALL BE FASTENED 'I �* �` WITH ASTM F1667 RSRS-0310d (21/2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4R 3- GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING - @ 18" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END, ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHI HIS MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. AMINIMUM 1B" SPACE 15 RECOMMENDED BETWEEN PANELS AT EDGESAND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN la'. 0 NAIL AT BASE 2 ROWS @ IV' O.C, w/Bd COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS@ 4' O.C. w/ Ed C OMMON NAIL. © NAIL OPENING PERIMETER w/(2)ROWS @4.O, C. W/Btl COMMON NAIL. O NAIL INTERIOR AT 0" O.C. W/&d COMMON NAIL, O STAGGER ALL VERTICAL JOINTS &NAIL@4'O.C. r w/ 8d COMMON NAIL. JF PLYWOOD SPLICES@HEADER - NAIL SHEATHING TO HEADER W/&d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT, © (2)ad NAILS @3.O.C. TO EACH TRUSS END OR@ VERTICAL MEMBER IF GABLE END. © FLOOR SHEATHING Y"" PLYWOOD DECKINGGLUED AN NAILEDw/Bd COMMON NAILS AT B" O.C. AT EDGES OVERDRIVE NAILS: FASTNESS SHALL NOT PENETRATE SURFACE MORE THEN 1/8". 15132" OSB - EXPOSUREI SHEATHING PROVIDE BLOCKING I II 11 II AS REDUIRED PER SECTION X-XIFNOT _ I___ �]____111____. FULLHEIGHTSHEET - - © I FLOOR SYSTEM 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM NOTE: ad NAILS FOR WALL SHEATHING MUST BE MIN .131-X 21/2"l DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 13" (2).2X TOP PLATE BEYOND I Y3T08B EXPOSURE /_ SHEATHING _II ____ ____ ii___ F 11 II 11 II II SOLID2x BLOCKING F 111 111 II II II @ALLSHEATFING DWO q III 111 II II 11 EDGES III 11 I I I Iil (SEE SECTION X•X) D III C II II II 1 Oz I11 IN II D II III III OPENING II II II 1 III---JL 1L- 1 III III II ---J II II ❑I 111 C III X II If asoO III ILL__ JL__- -AL -__ III x II II I III In u E I III III IN III II II IIIII II II IILet F 2x STUDS BEYOND. w I I 1 II 1 IIII IIII I II I I II I III II II II III II 11 II I SEE PLAN M m II 1111 I I 11 IIII II II IIII I II II 11 I I O I- �M IIII I I II 1 III It 11 II I m IIII IIII I I II IIII 11 II IIII II II II I II 11 II I IIII I I II 1 _1 III II II --11 I VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM SINGLE NAIL EDGE SPACING 5-=NT SPACIN UZI DOUBLE NAIL EDGE SPACING 2x4 P.T. WE PLATE BEYOND SEE PIAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SOP TURNED VERTICAL W/7118' FLITCH PLATE TO VW 12)12d TOENAILS EA. END, NAIL FLITCH PLATE TO VERTICAL WI (4) Btl NAILS SECTION X-X 3' G.C. TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. TY CONNECTORSCHEbULE FOR: ADAMSHOMES -Matlat 25N 30F OR wtTra, Ceilings IRUSSID SEAMNGPOINT MSS ACTUAL CONNECTORS) CONNECTORUPLIFTOESIGN ;.. FASTENERS NOTES UPLIFT .RATING CS C5,E7,E7T,E7V-ENC,H7H11 L/R -298#orless HETAl6/PERTRUSSMFR 1810# (9)10.11/2 W4-W5, NBC - NBC, .809311 L/R -603#orless f' HETAl6/HETAl6 1810E/1810# (9)10d x11/2 -- (9)10d x l l/2 All-A13,A14C,AIS A16B12 L/R -868#arless HETA16/HIOA -. 1810#/3040# -(9)led x11/2" :. (18)Too x 1-1/2" F01 1/11 -418#or less HiOAI H10A 1040#/1040# (18)10dx 1-1/2" (18) led x 1-1/2" A17 L/A -1896#or less (2)HETA16/(2)HTS20:. 2365#/2620# 120)10d x 1-1/2" '. (48) Wd x 1-112" D01S L/R. -354#or less :H25A/HIOA 5E5#/1040# (1018d (19)10dx 1-1/2" (10)6d 001,DG2 L/R: -730#or less H25A/KIRA/H1DA 565#/.1040#/1040# (18)led xi1/2 (16)10d x 11/2 (9)led x1l/2 AGE, A07C, ANC, L/MLR 1164#orless HETA16/1TOA/HETAl6 1810#/1040#/1810# (18)10dx 11/2 (9)10d x 11/2 (9)led x11/2 MI,MIS L/M/'R 1044#or less HETA16I MTS12/HETA16 1610#/990#/18104 114)IDA x 1112 (9)10d x 11/2' / (9)10d x 11/2 A01 A02 MS Al0 A L M / /R -1044#crins HETAl6 T512 A10A 1M / 18104 9904 1040E / / (1)led xll/2 (i8)led xl E/z (2)HETA16 / (2HGT3 J (20)10dx 1112 AD9C L/M/B -2424 por less 2365#/3279#/2365# (28)led SINKERS (2)HEIAl6 (20)led x 1.1/2 UO3 CONT. -84 PIP or less TOENAIL 330 PLF (1)led Et 4'OC PER DEC I/S4 PBl-PB3 COST >. 224#or less PER TRUSS MFR A09C SUPPORT COLUMN CB 101NT418 2424 por less HDUS SDS25 5645E (14)1/4 x2112 SDSW5& v MIN EMBED 5/8"£pexY Anchor or A'(R A17 SUPPORT COLUMN C2 IOINT#11 18%#orless 1 D72Z -2145K (1)1/2"WWgaAP4 Igor &(8) 1/4" x 1 1/2 SOS SLrows TRUSS MANU FACTURES EROISSO DATE OF IAYOUIPDATE OF TRUSS CUT SHEETS 4/2/2020 L=LEFT, R=RIGHT&M MIDDLEREARINGS. SLASH NG LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS TRUSS PLAN TR/F SCALE: 1/4" = VO' OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE AARK TYPE CONNECTORS FASTENERS SPF SYP CONNECTOR 8. FASTENERS SPF 8W OFRAMETO HETAI6 7(9)1 UNIX 1L2"OR HTAI b w/(10110d x I in" OR MASONRY HETA20W Ml ad A 1112• 1810 HTWO id FOH10d x 11?' I5% 1870 O. FRAME TO FRAME H95AWOO)Ba NAILS 535 b" RI/Aw/(1DS1 NAILS h% MISS © FRAME TO H1GAw1(l8)lWxt IS,,1015 1040 RTlMwT17)10dxl l?' 895 1020 FRAME H10.42MN6)IOdxl 1/YA72PLYTRUSSEE am 1080 RTI64N1HG)10dxl 112-AT2PLYTRUSSES 05 ING O FRAME 10 M7S12wQ14)10dx11Q"(Af@ MIOR MTW12WC4)'Odxl 1IT(ATEXTERIOR FRAME LOCATION INCLUDE (3)12tl TOENAILat 860 BBO LOCATION LOCATION INCLUDE (3) 12,1 TOENAILS) 1W5 1156 O FRAME TO MGi wI(a 10d NNL9 AND 54P A.T.R. W 12" A.T.R.W MASONRY EMBEDMENT W' VNIPSON"MET' EPDXY 9330 3985 12' EMBEDMENT W SIMPSON'SET' EPDXY 9530 44% O FRAME TO Hffi20w/a4)10dx112"W EXTCWOR HTW20wl(2C)10dx1112'(ATEXTTUOR IOGTpN NCL.UDE (3)12MTOFSIALS u25 1310 LOCATIONINCI-UDFG)12d TOENAILS INSlugFRAME FRAME TO (2)HT320WM9)IDdx 11/T'WTEKiauoR N)HTW2o WMIR1« x l l?' [AT EXTERIOR FHANIE LOCATION NCLUUE(6)12d TOENA L9 1150 2610 LOCATION INCLUDE(6)12d TOENAILS ILA) 25/0 3060 PRIME T9 HGT2w/(16)10dNM.iANDM1) A.T.R. FUGT2W(16pUd NAGSAND(2)5B'A.TR. O MASONRY 'M l2'EY8EDMIFNTMSIMPBON"BET- 1M90 w/t2"EMBEDMENT w/SIMPSON"SET' 7020 GM EPDXY (LIST-3 FOR 3YLY) EPDXY (HJGT3 FOR 8-PLY) TO FGtRW(t8)1/4'x3"SOSW000 SCREWS WUSW(12) W83MMSCREWS AND OFRAME MASONRY AND(R)1/2'x6'1ITENHDANCHORSOLTB 3400 4725 RG3/4'x8'WEDGEBOLT 71H OE)LGT2w1(16)IMSIWZR5 1 FRAME TO 8 (7)10"x 2-IM' TFTEN 2 1760 ZEN MASONRY SEE NOTE #S BELOW 0 FRAME TO (2) LGTZ W (`GR led 51M(Hgg 8(147 V4'x 21N' TITEN I)PLY7RU99) 350DM 4050-M (2) LUCT2 W (32) led SINKBIS & (10 $100-M 31 GO MASONRY PRAMS OR ICIR GS BERSPID RRAMF(FA) 82664F 877G-F 1N'x3'V&EDGEbOLT(2 ELY1RU99) OR(92)t6d SINKERS FOR FRAME (FA) 380OF 4520-1 FRAME TO (2)LOT0W124)Il4'a3'9053CREVN3 THENPLY 8(Me 4730M W70-M (2)LUOT1W(24)1M'x2 t12'W525 648044 70504 d8 MASONRY FRAME -axl MRS (2 RFRAMIG(ESSR OR (52)-.M SINKER3 FOR fRN4E (EA) 501aF SNOW SCREWS S N)Ne'x8' WB(2PLY MS(EA)) ORIN) iM SINKERS FOR FRAME (EA) 6480E 7710-1 O BFAMTO HWIO OPT HUBI10w1 l'M) IN 800) INS GION110 HD410 CET Fdi01F wI(20) led 8 C011ad an" SEAM NAi49 U41895 NAILS U#1% OBEAMTO MA.9(1NRY I HU410OPTHUC410w/(18)TITEN 1w x2SA, "A ll lR l(M SARI GRAND r",ann H0410 OFTFD41DFw)20)I M"x3- nr`e. r.- M"e a Glues ::uesn ® BEAMTO MASONRY I HU46 OFT HU046 V(6)'Od NAILS Sr (12) 1W x23l4'nTEN(M MAE.) GPYI O8i000 HD960PTHWb W(6)10tl NAIL98 1:4'x231V TAFCONS ,3#162B OM201 FRAME OR (12)1M & (6) 10d FOR FRAME) DaSQ0 SYP-F RNIQM SYP-M (12) HNO MASJ OR (12) lad & (6) IRS (FOR FRAME) 1==. SYRF U#850 SYP4 FRAME TO n)NETAIBCPT2)HE 1920 1920 p) IBTO M MASONRY Wf 1-PLY-FLY IOdx1 t/T OR OR 2365 23M W/(10HPT(2)17O 14'4Yw/(10)tM x112'OR 200 2�PLV W III)14 2-PLY w' 112) ietl HTSMIG W(8)10d NAGSAND(4) IAPW 14' 965 1110 HTWMI6 W IRA'' M NAR$AND(4) 1,'e" 314" ilia 1225 TAPCONS WEDGE-901-7 OFRAMETO MASONRY OT4 M9M20 MFOHOd NAILSAND(4) OR 1/4'V'114" TAPCONS 955 1110 HTWM20w/(I D)I Od NAILS AND(1114"x1114" WEDGE-001-I 1140 1225 ©FRAME TO H103w/(8)Mx l WNAILSANb O3R'W" 780 910 MASONRY TITAN HD FRAME TO DTT2ZW(a) 114-x1 In"3E, WOOD DT6R W(8)1H".1112'W915 WOOD © MABONRY SCREWS AND (1) 112' B ATA, EPDXIED w/ 1835 2145 SCREWS AM (1) 1W O AT.R. EPDXIEDw/ 1510 1835 SIMPSON"SEP SEENGF SIMPSON"SET" SEE 401T44 TO HTTS -(SIN IN 4IN NAILS -AND (1) NY, a HTTO6 (26) lM# 112' NAILS AND (1) OFRAME MASONRY T.R. EPDXIED wl SIMPSON°MET' 4375 swo N8"0 A.T.R. EPDXIED WI SIMPSON"SET' - EGGS EEE 14MEN BELOW) SEE NOTE #4 BEIG FRAME TO 5d HTT4W(l8)1#V2"NAIWAND(1)Ne-9 HTH6w/RB716tlxz t/2'NALS>ND(1) ® ONR MASY AT.R.EPOxIEDW:6IMPSON'SEF' 3640 4235 N8'OA.T.0.EPDXIEDWISINWSOWSET - 4160 IBM NOTE #d BELOW) (SEE HOPE #4 BELOW) O FRAME TD FRAME H1eSw1(34)10dx1112-MLS Tea 910 LUGIIW(23)8dxl 112'NAILS 875 1046 OFRAME TO WNUNO)"Ni 1ACWS VAOD RTldMW(9)l0dx1 VZ NMLS8 MASONRY SCREWS&(5)1/4'X21/4'TAPCONB 780 760 (4)1/4'X114'TAPCON9 13% 1395 TO VGTMI(10) 114'xv'sm WOOD 8CNEWS& OFRAME MASONRY (1) N6'2 ATR. EPDXIED W B(MPSON'SET' 3555 490 W 10 KIN EMBEDMENT TO (2)VGT W(32)1/4",'SDSWDODSCREWS OTRAME MASONRY 8(2) 5i8'2 A.T.F. BPDXIEDw191MF90N 517D 71M "SE'w1 IT MIN, EMBEDMENT O FRAME TO NAST d N 8) 114-4' SOS WOOD scREws& HOU48D32.5 w1 (10)'14"#il$"9DS WOOD 3295 4585 MUWIS w/(22) 10d NNLS& HTT45 w/(18) FRAME SCREWS&(1)5'3'H AT.R led NUNS& (I) NO' 2 A.TR. 41M O FRAME TO (2) HTT5 W(525W-2 NMLNMLSB (2) HTT45 w/(52) 19E'Y2 V2-NAILS FRAME (I) WO AT.R, IBM NOTE#4) 4375 5%0 &(1)51d"O ATR IBM NOTE 44) _ 5005 1. CONNECT ALL FLOORTRUSSES TO INTERIOR BEARING WOOD WALLS/ BEAMS WGIl2d TOENAILS, 2, ALL TRUSS TO TRUSS OONNECTnNS ARE PROVIDED BY TRUSS MANUFACTUFd=R, UNDON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEG FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHTSYP#1T:N"TO TRJSS VERTICALWEB W(2) ROWSOF IPo NAILS 03.0.0. STAGGERED 5. 12" MIWAT.R. EMBEDMENT Q CMU BOND SEAM U.N.O. S. SCAB TRUBB CHORD N 4'-0' SIP Be(MATCH CHORD LUMBER SIZE)* 12) ROM 10d ea W FROM END 84.O.0 STAGGERED CENTERAT CONNECTOR LOCATION AS MUCH AS POSSIBLE. (J MINIMAL CONNFCTORUNOONFRAMING MAN 1. CONNECTION FOR ALL ROOFI ROORTRUSSZSTo MASONRY WALLS/LINTEL& ICFWALLS ORD ON PLAN 2. CONNECTION AT 24.OR 32"0.0 PENDING VFEH rAL8 FOR At I FI OM TRUSSES PARN.LEL TO MASONRY WALLSSEEDETML F012/93.1 FORMOREINFORMATION 3. CONNECTIONFORALLHIPJAO((CORNERJAQ{g TOMASMWWALLSIICFWAL QNTELS 4, CONNECTION FOR ALLCONTINUOJS RIMBOAND TO TOP OFMMONRYAT W- 0, MM, W I2)ATEACH CORNER GC. 10 VERIFYLOCATION DOES NO] CONFLICT VIJI (IF APPLICPHLE) LAYOIfI S. CONNECTALL FLOORTRUSSES TOINTERIOR BEARING WODO WAtDeEAMSw1(2)12d TONAILS O MINMAL CONNECTOR UNDON FRAMING PLAN 1. CONNEC11ONFOR.NCKTRUSSTOWOODWALLDR9EAM © MINIIALCONNECT0 UNOONFRAMINGPLAN 1. CONNECTION FOR ALLTRUSEESTO fl TERIONPBTFPBrw REAP Nn WOnn WAI 1 R ANDx R RFAMR ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH,) SHEATHING - SEE [RSH) SCHEDULE THIS SPIT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF,(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST -METAL DRIP EDGE C.M.U. OR ICF WALL D 2 x SUB -FASCIA SEE TYP. WALL SECTION a -ALUM FASCIA 2x2 #2 P.T. MIN. FASTENED =- 2x BLOCKING NAILED PER NOTE 2 BELOW. TO TOP CHORD OF EVERY OTHER TRUSS W/ (3) CONT 2 x 4 NAILED TO 12d NAILS, TYR. (**) (***) BLOCKING w/ (2) 12d NAILS - CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE. 2. 2x2 #2 MIN. P.T. W/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO CIVIL W/ 3/16"x3" TITEN 2 0 16" O.C, (ALT. PAF 0.145/0.157 & 0,300 WASHER W/ MIN. 1" EMBEDMENT @ 16" O.C. IF WOOD WALL, FASTEN W/ 0.148"Xg,AR @ 16-O.C. 3. (F) CHANNEL APPLICATION: 2x2 NOT (}SQUIRED SEE (PA) INSTALLATION GUIDE REFER TO THE PRODUCT APPROVAL FOR INSTALLAION DETAILS (**) ALUMINUM SOFFITS > V-4" BLOOPUNG REQUIRED, (***J VINYL SOFFITS> 1'-0" SHALL HAVE FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRED MID BLOCKING PER R704.2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4"=V-O" ac 7 g m �ogN x� m �g�r5 1a($1g1r ®w$�S b 6�� ED 0�go UO GO Lj Uu bpD� LL i-i D vv~j m1 ZD W, �Nmca a a O Fga � m S yWjmE`;'# m ED f9 8 W 0 2 N m F= 'B WWw.FOSENG.COM ❑ ❑ ❑ 93 z s:3 z ry z� 4 J � a to- In Z n N N v m Cj DU aL32 c UOM /Ln V = N ~ J OJ F G W V FLORIDA CONTRACTORS LICENSE NO, CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE TI Job Information: O F Z O m YH W 0 O O n 0) M m a)N () Z ®JLLJZD m U) L°L Model Name / Number: 2508 Plan Issue Date: Monday, December 13, 2021 KA PROJECT NUMBER: 21-10553 Sheet: /E► Of: ROOF PLAN A LINTEL SCHEDULE UNTEL BEAM: 1 COURSE LINTEL BLOCK W/ 14 5 BAR & 3000 PSI GROUT, MIN, 25" LAP (ACI 530) CONIC. SLAB SEE FOUNDATION PLAN FOR MORE INFO- T u NONSHEARWALL SEGMENT 101111' TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. -FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 ® LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN, LAP 25" (ACI 530) TOP OF SLAB I MS02 I TYPICAL SHEAR WALL SECTION I N.T.S. I TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. �SIMPSON SP4 WAS) -10d X 11/2 SPS OR SP8 FOR 2X6 AND 2x8 WALLS i �-DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MSO5 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONIC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.0 2"x #2 SYP/SPF P.T. W/ (3)1/2- X 8" "1" BOLTS OR (3) 1/2' X G" EXPANSION ANCHORS OR (6) 3" X 114" TAPCONS OR (8) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS031 nArtAdnKlDv rnh Nl Gf-TIMI f1GTAII I V I N.T.S. I #5 REINF. Bill 20" MIN. LAP BAR A #30R#4RONFORCING 1 J BAR /�• #R R, 44 1 AP SPLICE 25" MiN. IAP 14 #� b REINFORCING BAR #5 STD. 90° HOOK #S IAP SPi ICE SCALER"=l'11" ' WIN L8E #6 REINFORCING BAR *.GRADE 40 U.N.O. #6 LAP SPI O:E MSO5I REBAR SPLICE DETAIL - GRADE 40 1 "s ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING # ROWS 2 x4 1/4" X 2sA" 12' D.G. 1 2 x 6 1/4" X 2-A" 12' O.C. 2 2 X 8 1/4" X 2*' 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST ----- - w NNTEL- (2) 2X P.T. BUCKS W/ 1/2" O.S.6. BETWEEN FASTEN PT 2X NAILER TO MASONRY IF DOUBLE 2X NAILER 15 USED, USE 114"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS111 2x BUCK DETAIL I.T.S. O O LINTEL NO. LENGTH=FT" SAFE GRAVITY LOAD PLF APPLIED GRAVITY LOAD PLF SAFE UPLIFT LOAD APPLIED UPLIFT LOAD I PLF) COMPOSITE BEAM (D 17'-4" 950 PLF 172 PLF 404 PLF 78 PLF 16"SFF1 M NBMUM 9'-4" 1843 PLF 200 PLF 1133 PLF 50 PLF 81`0 161O MINIMUM 7'-6" 2661 PLF 921 PLF 1634 PLF 552 PLF 8F16 -1B/1T ® 7'-6" 2661PLF 1349 PLF 1634 PLF 400 PLF 8F16 -1B/1T 0 4'-6" 6112 PLF 172 PLF 2724 PLF 78 PLF 8F16 -113/1T ® 12'-0" 1254 PLF 190 PLF 559 PLF 133 PLF SF16 -1B/1T 4'-6" 6113 PLF 1796 PLF 2724 PLF 421 PLF 8F16 -1B/1T NOTES: A Ar1r17MrA DI 177 1 1Kl'rE7l NAA NII ICAfvTI IDCC IN.101 I InC- o ELEVATION "CR" 9 mwA AT t°P MX r) Rea'D C EAR G.N II THAI' ,, aRerr a"' S R®AR At B tON O W LNtEL GAv"i Qt1. d/@"ACTWL IROo 111 PRONDED NARcr, ) 6) NOMINAL WI?!H @" TYPE DEINGNATION ° rc*1Y OF'"v REBAR AT SF16-18/IT NOHNAL WbTL L1J6O: •S NOI-M1NAL H'm16M REaAR4R A- iGP MATERIALS 1. fc precast lintels = WOO psi. 2. f'c prestressed [trials = 6000 psi. 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate, 4. Concrete masonry units (CMU) per ASTM 090 w/ ruhimum net aree compressive strength = 1900 psi. 5. Rehar provided In precast Ilntel per ASTM A015 GR60. 6. Field rebar per ASTM A615 GR40 or GR60. Prestressing sUend par ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510. 8. Moller per ASTM C270 type M Of S. -LENERAL NOTES I. Provide full mortar head and bed joints, 2. Shore filled llntels as required. S. Retaliation of Ilntel must comply with the amhltecWml and/or structural drawings. 4. Llntels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'41" and longer with a nominal height of 8" meet at exuccd L/180. 6. Bottom field added rebar to be located nt the bottom or the lintel cavity. 7. 7/32" diameter wire straps are welded to the bottom steel for mechantcal anchorage. 8. Cast -in -place concrete maybe 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 101intcl min. depths are called out on lintel plan. If contractor installs a deeper Ilntal than Indicated on the plan, doing this increases the strength Of the lintel and Is approved without engineering letter. If a smaller lintel Is installed contact EDP for approval. SAFE LOAD TABLE NOTES 1. All values based On minimum 4" bearing. Exception! Safe loads for unfilled. lintels must be reduced by 20%If bearing length is less then 6-1/2". Safe loads for all recessed Ilnteis based on 8" nominal bearing- 2. N R, - Not Rated. 3. Soft loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by Providing addional reinforced masonry above the precast lintel. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calOUlating the maximum resisting manent and shear at "way from the face of support. 8. For composite fintai heights act shown, use Safe load from next lower height. 9. All Safe loads in units of pounds per linear foot W 1 100 Id W r- W w 00 age W WyFo w a 4 `w m' .N Y a u7 DJ (aJs.�i� 7Lr�aa z ova' 0 3 zYz W�gmA mE m o ¢ J Q aN Q a Q o U q ? 0 N W '& WWw.PDSENG.00M ❑ ❑ ❑ z Z mo - 0 Z N Q cJ � a U) ZN eel � CO 1/ 1 - LL W '0 W U ON w � VO6 r J� V77 S (0r:.:X X�dii( Q N 6°OI FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE PRECAST "U" LINTEL W/ 8000PSI CONIC. GROUT SHALL BE FLUSH ♦ Job Information: AT OPENINGS SEE GENERAL CONCRErE WRH TOP OF WALL LINTEL SCHEDULE FORREQUIRED REINFORCEMENT HURRICANE *? n R 10" STD. 90 HOOK ` ANCHORS �I ij If HDOK (TYP) /} �>_ N ¢rill REBAR ON BOTH SIDESILT STD. 90 DEGREE ANGLE 3000 P.S 1 'P `� F- T3 OF OPENING U.N.O. CONC. W/1 #5 CIA TYP. BOND BEAM ) / 'D m x.( REBAR 8" x 8"x 16" KC_ PROVIDE KNOCK -OUT LINTEL BLOCK P.S.I. N O IT BLOCK FOR FIRST - COMPLETE CMU COURSE RLL W/3000 CCOOBNACRW/1 #5 CIA. Ch [y fq ' BELOW SILL &FILL SOLID > W/ (1) 05 BAR FOR ALL C9 d 3 W U WINDOW OPENINGS 6'•6" AND LARGE INDICATES FILLED xx y 8" x B' x 18" FIG, FROM F. TO G U BEAM 1 #5 V CMU U.N.O. BAR MIN. O J LLJ ZD O JmUiCn Model Name / Number: 2508 - TYP. DOWEL 25" VI Plan Issue Date: MIN. AP Ad ( 530) Monday, December 13, 2021 KA PROJECT NUMBER' .-. - .,, . -.,...... - .. - ... IL SEE FOUNDATION PLAN SEE FOUNDATION �' FOR LOCATIONS PLAN Sheet: A s Of: IllBLOCK WALL REINFORCEMENT N.T.B. LINTEL PLAN 0 24 #2 SYP P.T. W/ (2) %z'x6' WEDGEANCHOR D 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 b L SECTIONAL ® OVERHEAD DOOR CONT. P.T. #2 WOOD SYP 2" X 6" 1. TRIM 1.4 2"x6" P.T. WOOD JAMB a os ,. DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER GARAGE SLAB` TYP. GARAGE DOOR TRACK MOUNTING DETAIL rJ o O a 0 p MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. N �gg to � Q 2. W N fp O go W r III 0 00 00 �w mwc M(9'.-MQ�'�LL� ulBLOWN-IN R-30 INSULATION PER FBC x` = E' mAND ENERGY FORM SUBMITTED WITH a 3 z�ZPERMIT APPLICATION PROVIDE BAFFLESBLOWN-IN R-30 INSULATION PER AT EAVES FOR VENTED ATTICS ( ) VI ��d g� � - �'� ^ 10 m �yFBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 12FIBERGLASS SHINGLES OR ' TILE ROOF (PER ELEVATION) d " d ¢ N O 812 PROVIDE BAFFLES AT AVES SEE PLAN OVER APPROVED UNDERLAYMENT a = o � �'IY U M SEE PLAN (FOR VENTED ATTICS) PER FBCR 905. 1.1.1 OVER APA I! s- 'a El El El PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- �°- WWW.rosCNG.coM1l ^ , FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) TRUSSES @ 24" O.C. [RSH] - ON FRAMING SHT. FOR ; SHTG & FASTENERS. OVER APPOVED UNDERLAYMENT OVER APA -., '' _ n �� F PLAN FOR Z o Z $ O PER FBCR 905.1.1.1 ROOF SHEATHING -SEE SCHEDULE- PRE-ENG. WOOD - ON FRAMING SHT. FOR TRUSS ANCHOR (SEE PLAN) '' ' SEE PLAN FOR - _ - _ - �' - TRUSS OONNECT ON ��_; -' - INFO &LAYOUT DESIGN a Q B -- [RSH] TRUSSES @ 24" O.C. — - — - — - — - BRG. HT. ------- SHTG &FASTENERS, 5/8"OR 1/2"DRYWALL ����� � __. TRUSS ANCHOR (SEE PLAN) �. HIGH STRENGTH CLG BOARD ' ° EfAL DRIP EDGE SEE PLAN FUR_ _ ,_''- Iln}-'-. 70P OF BFAM - ; r - •: _ TO BE INSTALLED ON OUTSIDE FELT PAPER OR - - C FACE - - - - TRUSS PLATE" 2X SUBFASCIA 3/4" P.T. NAILER SOFFIT. SEE ARCH. _ ' ; _ a +� FOR BEAM S ZE &Q"i � 'r -- CONNECTION INFO S N � � PLANS • 5/8" OR 1/2" DRYWALL --METAL DRIP EDGE HIGH STRENGTH CLG 1/2" DRYWALL r a 8 x 8 x 16 K.O. CURTAIN NAILER 11 LINTEL BLOCK U — Ln w g - BOARD 2X SUBFASCIA 1 x 4 P.T. @ WINDOWS „ O.H. W/ (1) #5 DIA. REBAR & Ln CONNECT ALL 2x STU F fT3 TO TOP LATE WITH (4). SOFFIT. SEE ARCH. PLANS 1 x 8 P.T. @ S.G.D. M SEE ELEV. 3000 PSI CONCRETE PRECASTU" LINTEL O w 16d TOENAILS 16dTOE N L m " i 1/2" DRYWALL SESCHEDULE SEE SCHEDULE " HB&G COLUMN WRAP OR ®� = o OD SEE PLAN FOR HEADER SIZE N 2X4 #2 SYP P.T. FRAMING ,,.Nj, U `� v SHEATHING ATTACHED PER ¢ i� d noo Ito NAILING SCHEDULE DAMS HOMES OPTION: 15/3V OSB EXPOSURE 1 ON O.H. w J If, E(T. WALL W/ ALL EDGES BLOCKED. SEE FLOOR PLAN FOR MAXIMUM OF (3) - 2X PLATES MAY BE SEE ELEV. SEE T513 FOR NAIL ATTACHMENT. /, COLUMN SIZE &BASE w w - ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4" r' CONNECTION INFO. N PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT, ON rFILL CELL -(1) #5 DIA. W FLORIDA CONTRACTORS LICENSE N0. CRC1330146 NAILS AT 8" O.C. ALL BEDROOM WINDOWS. „ RE13AR W/ 3000 PSI ¢ SECURE 2X4 P.T. BOTTOM 3000 GULFBREEZE PARKWAY " CONC. ALL LOCATIONS SHOWN ON ION PLATE w/ ' GULFBREEZE, FLORIDA 32563 ANCHOR BOLTSET IN VINYL FRAMED WINDOW w/ SCREEN N & FLOOR PLANS o (G.C. TO VERIFY W/ FLOOR PLAN N E OXY 6N M NH EMBEDGTH DIVISION LOCATION: PORT ST. LUCIE LOCATION OF OPENINGS IN P EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULL E' Job Information: STUDS ARE REQUIRED). r ° NOTE: 44" MAX. SILL HGT. ON r ' ' ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW WINDOW STOOL n W/ SCREEN CEMENTITIOUS DECORATIVE PER SPECS n PRECAST CONC SILL SQUARE CMU BLOCK BASE W/1x4 P.T. WRAP or L.L FINISH 7/8" THICK PER ASTM .", (4) #5 VERTICALS FILLED SOLID STUCCO STUCCO BAND C 926.98A PAPER BACKED FOIL R-4.1 N SEE ELEVATION FOR MORE INFO O 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL P MORE INFORMATION). SEE TB13 PER FBC AND ENERGY FORM P EXTERIOR FINISH - SUBMITTED H PERMIT > m 1/2° DRYWALL ON SHEET 6P (SEE ELEVATIONS) CATION z = FOR NAILING INFORMATION FOR INSULATION AT EXTERIOR WALLSHATHING. 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR W N O R-13 W000 FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 17" IN CONCRETE - 25" 1 x 4 P.T. EXTEND (ACI 530) ABOVEgoo #n M AND ENERGY FORM SUBMITTED 8" ITEN BASE NAILER SLAB. ALL LOCATIONS SHOWN SEE FOUNDATION WITH PERMIT APPLICATION HD)1/ 2" WASHER 32" / WOOD BASE ON FOUNDATION PLAN PLAN FOR F G -n MIN. 6" FROM END - SEE WS07 WOOD BASE SIZES H � Uj SEE FOUNDATION PLAN FOR TERMITE SHIELD ' SEE FOUNDATION PLAN FOR LOC T OND 0 0 M Uj 00 FOR SLAB IN FORMATION TOP OF SLAB SLAB INFORMATION - _ - TOP OF SLAG �___ J m cn cn w 0 - _ - - _ _ _ . �T _ - — - _ - — - _ - _ - _ - — ., � V Model Name Number: a c0 GRADE '� , �; T `� GRADE . �j`."f 'L, ITT_ O I'1 k�l rho 2508 Lt c w t l�' r , i� t s ' CLEAN t i _ SEE PLAN FOR RE , u� • . . li,� , ;� ,I?,I' Plan Issue Date: COMPACTED 1. .+ w -BAR QUANTITIES FILL" • • - • . • m LD - Monday, December 13, 2021 ( -- SEE FOUNDATION PLAN SEE PLAN SEE FOUNDATION KA PROJECT NUMBER: 16" FOR FTG REQUIREMENTS PLAN 21 10553 Sheet: 2 Of: EXTERIOR FRAME s/4"= r-o" WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=1'-0" CD23 COLUMN @ ENTRY RY CRAFTSMAN STYLE N.T.s. TYPICAL FRAMING WS02 TYPICAL WALL SECTION —�- DETAILS ❑INSULATION AT EXTERIOR * WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 8" D BLOCK TIEBEAM W/(1) 45 REBAR U.N.O. �6 (SEE PLAN) .� 7/16--0 ' S 5 EA. SIDE 2X BLK'G. TO O.S.B. W/2-8d EA. END EDGE VIEW WHEN REQ'D RECESSED PRE -CAST LINTEL NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLKNG AROUND CURVE, MIN. 2 TITEN ANCHORS TO 2x8 -2x8 W/ (3) 12d TOENAILS EACH END 7/16" OSB W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16" OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE 2x BUCKS SEE MS11 FOR MORE INFO WINDOW OR DOOR OPN'G WF01 I DETAIL @ ARCH WINDOW FRAMING N 6 � b (o I" 14R" f 1" 34h" 145 (2) 2 x4 LAMINATIONS W/(1) ROW OF STAGGERED 10d (3) 2 X 4 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF STAGGERED 15d COMMON WIRE NAILS (D = 0.14$". L= 3") OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE] (D- 0.162", L- 3-1/2") OR EQUAL (D = 0.162-, L= 31/2") OR EQUAL 1)) AD AGENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY. PROVIDE V4"DIA. x 51/2• L4G OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL(SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATF AT LEAST 31C Or 4) REFER M NOS SECTION L5S FOR THE THICMESS OFTHE LAST IAMINATION, ADDITIONAL INFO. WF37 TYPICAL COLUMNS DETAILS N.Ts. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR �o.•, SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) " F.F. VERHANG `Y s FOR OVERHANGS BETWEEN 5/8" TO 1 1/2- NOTE: FOR OVERHANGS LESS THAN 5/8" - NA REPAIR REQ'D. N.T.S. SIMPSON SP2 TOP AND BOTTOM. TYP. @ EACH 2X CRIPPLES @ 16,, O.C. INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (3) 16d COMMON NAILS(TYP) — f•u•J HEADER PER _1I LOCATION 7/16" OSB W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER -2x W/ IS) 12d TOENAILS EACH END TYP. -2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16" OSB W/ 12) 8d NAILS. SEE DETAIL ABOVE 7'-O" MAX WINDOW OR DOOR OPN'G I WF02 I DETAIL @ ARCH WINDOW FRAMING I N,T.S. I U 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 GEO5 FOR STANDARD GABLE END FRAMING I N � O z g +1 1+ +1 N 0 2X TOP PLATE TO ) I o 3 GABLE END W/ 16d NAILS @ 6" O.C. a I I J �+ +I 2X4 STUDS @ 24" O.C. W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING GE15 FALSE BEAM AT GABLE END N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL 0IF ONLY (1) KING ><7/16" O.S.B. (1) JACK USED AT EA, SIDE 2X BLK'G. EACH SIDE OF TO O.S.B. OPENING G.C. TO W8d W/ 2 INSTALL (3) TITEN HD. EA. END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT EDGE VIEW JACK TO HEADER, NO BASE CONNECTOR REQUIRED INSULATION AT EXTERIOR FBC (3) 16d SEE PLAN SP4 AT COMMON WOOD FRAME WALL PER AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION FOR WILL 24' O•C� NAILS(TYP)-' I�( HGT. CMU, lir-�itr-iYr�� a .r • �ff I 1 q i C•11 •► I WINDOW OR DOOR OPN'G --CMU PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2)12d NAILS O.C. TOP PLATE (SOLID BLOCK W/ 2x6) 4g"Miy 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 21 2" x 0.131 NAILS (SIM, w/ 2x6 * NOT REQ'D- WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT W/ UBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50% OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z w/ (12) NO NAILS TYP. M7N TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING , ATTACHED PER NAILING SCHEDULE TB13 ON , SHEET 6 STUD ANCHORING: STUD TO TOP PLATE: INSULATION AT EXTERIOR SIMPSON SP4 WOOD FRAME WALL PER FBC , AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 2 X 4 SPF (WHEN EXTERIOR WALL IS AT 16" O.C. EXPOSED TO INTERIOR SPACE) , 2 X 4 P.T. STUD TO BOT PLATE: , SIMPSON SP4 LINTEL NOTE: HOLD FRAMING 1,/2" BACK FROM FACE OF BLOCK FOR SHEATINO TO BE FLUSH WITH BLOCK FACE 1/2" X 8" ANCHOR BOLT @ 32" O.C. 8" CMU WALL WF21 I KNEEWALL @ ENTRY FRONT WALL 13/4"=1 OP SPLICE DOUBLE 2x8 TOP PLATE w/ 2 ROWS OF NAILS @ 3" O.C. WOOD BEAM SEE PLAN FOR SIZE SIMPSON HUC410 OR (2) ,y , HUC210 o TO BUILT-UP COLUMN it " SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR.4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY ' ^ (SHOWN AS 4 x 4) (2) SIMPSON HETA2Vs W/(12)-16d EA. TO COIL. ALT: (2) MSTAM36 STRAPS BOTTOM SPLICE TYPICAL BLOCK ,i CENTERED W/ (13)•10d NAILS OVER STUD WALL ,,, I, Ea TO COL. TIE BEAM WF17 TOP PLATE SPLICE DETAIL 3/4" 1'-( * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL I 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' 1 2J (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. - TOP AND BOTTOM * WHEN STUD LENGTH 15 LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U. N.O.) - * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE N0. &SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE IEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y,P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" C/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WF09 I WALL HEADER DETAIL N.T.s• CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. C_ P IT 05 6 ... m N 00 100 LO m go �m'6 'O 00 ciO bm IJL LL U. �w m� LLi a Y gd 9gg' "3 Qno 30 OF .SmSr asg It € 0 WvismY"" ZN IXe ¢ O d d 5y o TJ Piu I a k 0 s v.s8a $ m WWW.FDSENG.COM z Z - Z o N a M — ti In n(n (, m 1 W LL O 11 — QW VIDA Z) toc CM U- N E ,.,� "s- L c s ,y !A r%A MC YAM C'Q FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE rl Job Information: Zy m W(n O 0 C 0) m `fir / M .I, d Z O J LLJ J OD Ui :D (J) Ro CO 0 VI Model Name / Number: 2508 ® Plan Issue Date: Monday, December 13, 2021 Tj KA PROJECT NUMBER: 21-10553 Sheet: S w Of: MS18 RETROFIT WALL OVERHANG DE7AIL "T` WF39 TRANSOM DETAIL AT ENTRY TYPICAL WALL DETAILS MAX 9" UNSUPPORTED 2X4 #2 SYP BLK'G @ 16" O.C. W/ *DIAGONAL SPACED AT 20'-0" O.C. MAX (2) 16D NAILS EA END. SEE [RSH) SAME SPACING AS BOTTOM CHORD LATERAL BRACING SCHEDULE FOR SHEATHING ATTACHMENTS. IF> 9" 2X4 #2 SYP TO BE LESS THAN ,- (MIN. FIRST 4 BAYS) BLK'G @ 16" O.C. OR EQUAL TO 45" - i ' MINIMUM 2"x4" - - 8d NAILS @ 4" O.C. IF> 9" CONT, 2X4 SYP W (2) @ O.C.100 X 0.131 8" O.EA. SIDE CROSS BRACING (SEE PLAN FORWALL AD ROOF LOCATION) BLOCKING SHEATHNNG SEE TB13 FOR SPECIFICATIONS 2x4 SYP L BRACE FOR 2x4 SYP GABLES 3'-0" 5'-111 TALL. 84 FROM RIDGE PPROX. 2x6 SYP L BRACE FOR _ - THEN 48" O.C. AFTER. NAIL w/ &12d Cl EACH FEND & ® GABLES 6'-0" AND TALLER. ATTACH L BRACE w/ CROSSING Al 45 ANGLE. 4 -1" OR SHORTER) SIMPSON 12d NAILS @ 4" D.C. (NOT REQ'D WHEN GABLE IS FASTEN (1)ANECTOR'R - CONT 2x4 SYP OR SPF SPANNING (4) RACE COABLE TRUSS IAGONAL LL PLATE w/ 10d @ 3" O.C. TRUSS BAYS (8'-0") NAILED (3) 12d , W/ 312d TO CHORD (MIN LOCK/PLNAIL GABLE TRUSS PER JOINT ' 1ST 4 BAYS)TO TOP PLATE w/ - NAILS @ 4" O.C. CONTINUOUS LATERAL BRACING- /16d "x8" AN HOR BOLT _- NAIL OVER X-BRACE AS SHOWN- 2x4 SYP OR SPF BLOCKING — _ q ggygAT BETWEEN TRUSSES @ 48" KNOCK OUT COURSE INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR O.C. MAX. FASTEN TO EA. CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING TRUSS w/ 3-12d NAILS EA. MASONRY WALL SYP w/ (3) 12d @ EACH END TRUSS WEB NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE _ TRUSS w/ 2.12d AND 1 TB13 FOR ATTACHMENT SIMPSON H8 w/ I OVER JACK TRUSSES, SEE 10-10dx11/2" NAILS PLAN. T11301 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 81/4"x11/2" SIDS WOOD SCREWS GABLE NAIL TOP OF 2x4 BLOCKING w/ 2-12d TOENAILS \ fy PROVIDE 2X4 MIN. BLOCKING ATTRUSS END TO TOP PLATE / BEAM U S w. 2-12d' TO GABLE TRUSS CENTER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS -� NAILS EACH END TO TRUSS TOP @ WOOD FRAMED WALL @ DUTCH GABLE' CHORD ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING ` GE01 GABLE END BRACING N.T.S. WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP ,q, TRUCTURAL PACE -' SHEATHING G.T.ADD 2X4 ALONGSIDRIPPED 2X4 SYP #2 501 TOP CHORD WHEN NAIL TO TOP CHORDTO PREVENT SHEATOF HIPPED TRUSS W/ SPAN FROM EXCEEHIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITG.T SIDE OR BOTH IF R (2) 12D NAILS MINIMUM (3) 12d a ti „ a _ Ip ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SHEATHING * SPACED AT 10'-0" MAX SYP TRUSS BRACING N 0000 120 F SEE PLAN I— W J 2X4 BLOCKING W o HIP TRUSS BETWEEN TRUSSES O M p m of W N N ACT. A A JaEEEe J_s�= a 3 & � w'.M% M 3 N �m9 ' W�%Vm m J TB03 HIP / RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N Ts � w a. 'n d so$g 2�v ¢ a k CI o� K N O � BB v$2£ W U J YA Stm6o D El El h WWW`j.FDSENG.COM z C a TRUSS NOTES: J y I a 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 THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT — M z BRACING SHALL IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED M l TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY v CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT ANY N Lu EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ONE TRUSS, 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL SPECIFIED BY TRUSS MANUE SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 2O'-0" O.C. MAXIMUM. U LATERAL BRACING 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED W/ (2) 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 3 O W & ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.ZD 5. PROVIDE TRUSS BLOCKING ATALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. To J M SEE TYP. TRUSS BLOCKING DETAILS SHEATHING w � N C �r,� d tl U 3 TO 4 TRUSS x4 AS SHOWN � � i "� dp a Y o TRUSS SPACES DIRECTION ,... a N d W' ® RUS DAMS HOMES VERTICAL SCAB 2X8 #2 SPF 48" O.C. W/ TOP & BOTTOM OR HS SEE TRUSS (2)-1 NAILS TO EA TRU55 FLORIDA CONTRACTORS LICENSE N0. CRC3330146 OR HCLR/LL IN PLACE OF (4) SOD 6 gCyION HC R/ REQUIRED RAFTERS GREATER THAN 8'-0" 3000 GULFBREEZE PARKWAY SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 SEE PLAN OUBIE TOP DOUBLE PLATE TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: PRE-ENG. TRUSS SECT ION B-B VARIES w ROOF SLOPE ,\ PORT ST. LUCIE � MO WALL BEE PLAN • Job Information: coNv. FRAMED RIDGE \ \ / / / MAY BE NAILED w/ MIN. VERTICAL SCAB 2X8 42 \ 2X4 SPF BLOCKING \ (4)12d WHEN IT LANDS SPF 48" O.C. W/ (4)12d \ BETWEEN TRUSSES NEXT TO PRE-ENG. TRUSS 2x8 BLRING. NAILED CbEACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. / SIDE w/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d \ \ REQUIRED w/ (2) MTS12'S REQUIRED 0 RAFTERS GREATER \ \ / B THAN \ 2x4 SPF BRACE / j(. \ @ 48" O.C. - NAIL W/(4) COLLAR TIE \ \ 12d AT EACH END & EVERY 3rd RAFTER \ \ ALTERNATE DIRECTION O SHEATHI� \ \ \ CB BEVEL CUTS 2X4 BLOCKING BETWEEN � .. co TRUSSES W/ (2) 12d NAILS (OPRONAL) i 4) rl C Lc) ® EACH END, CONT. EACH BAY B TB 2X4 SPF W/ (2) 07X31/2" / / TRUSSES ALTERNATING pB WOOD SCREW EACH TRUSS / / SEE PLAN W N M BLOCKING OR H5 0 48" O.C. / / (q PRE-ENG. TRUSS / CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ \ / / d U SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / O JLD o B (USP MP4) @ \ \ / / 'W'/^��/� LL J coW V) A✓ 00 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD 2X8 #2 SYP RIDGE BEAM TRUSSES W/ (2}12d NAILS Lw 2'-0" ON CENTER 2X4 SPF BLOCKING Model Name/Number: AT 8'-0" TRUSS EACH END MAX -�(- 2x6 RAFTERS 02•-O"O.C- \ A/ BETWEEN TRUSSES v MAX. W/ (3) 12d COMMON Y @ 24" D.C. MAX.w/ TOENAILS TO RIDGE BEAM WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN \ / \ 3 12d EA. END (TYP. / -\ ( ) ) 2508 (SEE PLANS FOR TYPE) 4 Fr 0 2'-0" D.C. MAX W / (3)10D SEE PLAN CONC, MASONRY 2X4 CONT. AT STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM . Plan Issue Date: T&BCHORD BEARING SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE Monday, December 13, 2021 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION 21-10553 2x4 S.Y.P. @ 16" O.C. Sheet: S A Of: ROOF FRAMING T11306 I BLOCKING AND CONVENTIONAL FRAME DETAILS N'T'S' T1131.5 EXTERIOR NON -BEARING WALL DETAIL N.r.s. AND BRACING DETAILS NaNmum Fastener Spacing (lambs, Head and 5111) N1 6" C THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT, AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. n SPA EVE 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE r" n h+" 3 b.. �.. 3„ 3" 3„ 3„ - _ E I 3 6 3" 11 3„ 3" L I I3" 6' 6„ DOUBLE DOOR W/ SIDELITES 3A /E n la iPACE YENLY 2" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR PACE VENLY a w-6toalw 7" a to Use In 8' 8' • SEALANT L E HAL SHINGLES W/ It OR 12 GAUGE ROOFING NAILS. 3/8' MIN HEADS.6 PER SHINGLE. PP`t 00 SHINGLE INSTALLATION GUIDE Ucoor r& �aP c 'oah 31d . cao'e" ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) fXTER. WALL FIMSH a MINIMUM OT6AND ABOVE B" X 6' H GALV. VERTICAL RISE OF FLASHING AL WALL FLASHING CONT. AT KNEEWALL PIASTER Si SEALANT ROOF 6' X65HIGALV.. FLASHING DETAILS 6" HORIZ. i NOTE: THIS DETAIL IS REQUIRED r HORI , AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF WIDOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" \ x 31/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C,C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS ` 1/2 DRYWALL FLAT HD. "TAPCON" SCREW THRU THE WIDOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH � DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S LOCATION OF BARRIER TO BE 1'.-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 2X 4" DIA. CONCRETE --'----FILLED PVC. PIPE, —TOP OF SLAB 1 m 00 z 1 -N -II ° I O.Ai WINDOW (- rt If , Ir I HEWHT v v d 11 —16" MIN. DIAMETER i° °.� 1 CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. w TYPICAL FRAME OPENING WINDOW INSTALLATION III DRIP EDGE. 1P EDGE AT OLS.OVERL "1 FGVG no Wall Framing; N25pruce/PiuP1Fir Or Better , a 10.1-112" Stew Minimum Penetration 1-3/8' Crass Section View �y Minimwn " Silicone Eton., Sheathing wNeNpn In codes and building types, It Is led up to the and user N determine the properlostedat/on ofthese items. LEAVE THE MSLC VBFAFCINI Wore lnrtarng your window, the bubble camp may be peeled back for Lnspecthm, but please re -stick the wrap 70 pmtact to bkKk" from sf,ad ra, and other damage untilt9rustivajo Is Cemplem. Step1 Neastlre to be sure the opetndg is 3t8"to1f2" Wall than the window size both yoticsliy and hmhdnt*. " Yal may wish W predrill the installation INDIN in the 6n at this tgte. me haMsm mexacuagy nn as dre rot step 2 Apply a generous bead of silicone to the bacltsde of the mounting me Use er gh sacone tosWALienW fill ail wick between the M am to wall sheath . Step 3 inert the window Into the opening from the olstde. The window Is labeled "kmde" arid'ouMde, but If these Was have been removed, the glazing bead should always be to the aside oftte building. Step 4 Install shims under the sir; adpctng thern until the unk a plumb In the opening. Shims ft* be installed under the sill every 2 feet. The window should be basically centered In t'e opening with nD moe than 114'gap between the Window and wall fro Step S Inswla#10x 1- 2'saew 4' from to comer of the fin at each end of de head, sill and both jamabs. Step 6 Ironed tie remaining Wtmm In 8' increments from the corder sews w the center aeachinane meadw. Use carenot to over- . tighten the sews and pull them throgh the th, Also, make we the screws go in straight antl do not cause the furl to bow. Wallfraftne; should be a minimum of #2 Spruce/Pireft Fasteners should be#10 screws of sufficient lengthtoath"l-3/6 into the war and no lose; than IIrfrom of framing. Fastener waldi needed in each side of manse to achfeva It' H. Step 8 If desired, a foam Insulation can be applied be the w en6r gap between the whitlow and wall framing, if applied, de "be do LONEXPANDING rI FOAM. SAP 9 Since these windows are tYPicellY used in Morris with high moisture, is; bathrooms, it s recommended tut the interim gap between to window and wall Naming also be leaked with sllkare and tooled se as not to interfere with the installation of wallboard I let trim, step ID Once all construction Is complete; remove the hubble wrap from the Inside and outside of the window, If necessary, dean the Mocks with a mild detergent and warm water Mina a act lath. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 2- SEE TITLEBELEVATION CKF�d �9 0 9 A b ittal Affidavit 3• SEE TITLE BLOCK Ffq Building Address: Contractor: T L SHEETS FOR ANY STRUCTURAL INFORMATION Product Manufacture Model # Attachment Pressures Method Roofing: 1st Choice I COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING Approval # FL30310.1 NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21-580.1 R-2 COUNTY APP. Products, Inc. "Off -rid a vent" "FROM EDGE AND 4,, D.C. TYPICAL mAx. ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-R9 PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905.1.1 PANEL WALLS: THE TAPCO GROUP ' """""" INSTALL PER MANUFACTURE INSTRUCTIONS FL20403.WIND PRESSURE 12Q 4 VINYL SIDING I 4 I HUBER ENGINEERED ZIP SYSTEM INSTALL PER MANUFACTURE INSTRUCTIONS FL17146 R7 WOODS. HOMEGUARD BUILDING HOMEGUARD INSTALL PER MANUFACTURE INSTRUCTIONS CCRR-1092 Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 61 X 7 2"x6' PT. WOOD JAMB WITH (5)1/2" DIA. x 8" "1" BOLTS FL16546.8 2nd Choice +30.0/-32.0 CLOPAY 8 X FL15279.84 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU CORP. FIBERGLASS DOOR ALL ONE LITE SERIES 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED W171i 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN 16' 0 C F120461.11 FL20461.12 H-67.0/-67.0 THERMA TRU-CORP. FJBERGLASS DOOR SOLID FIBERGLASS DR FL20461.1 ALL ONE 2nd Choice PLAST PRO LITE SERIES THEREAFTER. (TYPICAL ALL SIDES) FL15215.2 Sidelights PLAT PROTRU FL15215.2 Sliding Doors: 1st Choice MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 AIUm.r inf r MI WINDOWS & DOORS SERIES 440 SGD FL15332.12 n Alum. reinforced Windows: 1st Choice +40/-50 MI WINDOWS $540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 Single Hun (fin) ANCHOR WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS 3500 SERIES +40/-50 MI WINDOWS Single Hung FFI LTH.TO WOJOOL) BUCK. FL 17894.2 (flange) �OR THROUGVIDE BUCK USE #8 WOOS 3540 SERIES +50.0/-50.0 MI WINDOWS SUFTIENT LENGTH TO ACHIEVE 1s/R" INCH MINIMUM EMBEDMENT FL17676.2 Single Hung (fin) IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Single FL17894-4 Hung (finless) frame Mullions: 1st Cholcel M-1926 I MI WINDOWS Mullion Vertical FOR 3 ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE 16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A FL 18504.1 NA-1926 Horizontal MINIMUM EMBEDMENT WITH i" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 Mullion EDGE DISTANCE Fixed Glass" " 1st Choice +50 0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644 R-6 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: 1st Choice +66.0/-71.6 KAYCAN LTD Standard vinyl Staple 10" On center In direction Df lengm FL16503.4 R5 Plygem / Variform Plygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard I standard Anyl staples sod 144 vented' 145 FL12194.2 Hurricane Panels: 1st Choice Dade County App. I I SHUTTER &RGLASS Storm Panels 24 GA. STORM PANELS FL16293 R3 I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: Fl. # 56126 Name: Luis Pablo Torres Certification Number: Fla # 87864 Name: Certification Number: p" N; -15 g 6"� .g� fa 11 N 00r- to 1— a0 ro Lm �r EE j q m M1 � 6 C ri i i5 a 0�1!9 W �ai� k Lyy r O[ o a 2rova Z c J g �� WWW.FDSENG.COM ❑ ❑ ❑ z z a 0 Z N � z ¢ � 3 � N d CO — u�3 z " 13 � 2 M LL � m o ro w � c `; ~ J EJZc � 00 n OD ir ¢ �o00 Qm DAMS HOMES FLORIDA CONTRACTORS LICENSE NO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE r Job Information: 0 Ila— z m� ` W a CY' m M 0- 3 fMYg `a O J LLJ m o Jm(n(1) `D " Model Name / Number: 2508 I Plan Issue Date: Monday, December 13, 2021 I KA PROJECT NUMBER: 21-10553 Sheet: Of'. _S-5 MATERIAL REFERENCE INFO (PSL) Aj fi�1R.J UP WEATHER FLASHING REQUIREMENTS MECHANICALLY FASTEN AS FOLD - RESISTIVE BARRIER & WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER R7G3.1 General. Exterior Walls Shall provide the building with a WeatheFr¢SlStant exterior Wall envelope. The exterior Wafl DOOR ROUGH OPENING TO BE USED. envelope shall Include flashing as described in Section R703,4, /'WEATHER % RESISITIVE BARRIER WOOD FRAME CONSTR. WINDOW UNIT R703.1.1 Water resistance. The exterior wall envelope shall be designed Rind constructed in a manner that prevents the s EXTERIOR TAPE _ SHEATHING SELF -ADHERED FLASHING 3/DHESI E T OF APPLIED gyLAPPINGDOWN ADHESIVE TO BE APPLIED UNDER SLOPE 0,3in:12.0in. FLASHING SELF -ADHERED accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of draining to the exterior water ,:hat penetrates the exterior cladding. OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6IN. UP JAMB 6". USE LIQUID NAIL BRAND (0.6 cm : 30.5 Cm) SELF FLASHING PRODUCT'S DETAILS R703.2 Water -resistive barrier. One layer of No. 15 asphalt Lett, tree from (toles 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 OR EQUAL WEATHER PROOF CAULKING -ADHERED asphalt felt shall be applied horizontally, with the upper layer lapped over 1 he lower layer not less than 2 inches. Where \WEA.THER EXTERIOR joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed In accordance with the RESISITINE UE:] SELF -ADHERED FLASHING WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water-reslstive barrier manufacturer's Installation Instructions. The NOAS asphalt felt or other approved water -resistive BARRIER CEMT. FIN. 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 PER ( ) 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 be installed as required in Section R703.2 and, where SELF -ADHERED FLASHING applietl over wood -based sheathing, Shall include a water -resistive vapor-p,drm0able berri¢f with ape at least WIRE LATH quivalent 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 lane and an flashingInstalled In accordance with Section R703.4) Intended to drain -'� 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 t 3. Fold weather resistive barrier back aver head flashing and t 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 absorbing layer or designed drainage space. seal with tape 2 2 O 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ipcord (Split release on demand, embedded a the adhesive layer) - for ease (Split y ) installation and to minimize scoring cuts R703.4 Flashing. Approved metal flashing, vinyl flashing, selfadhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or In accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid-apiallad 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: NTS SELF -ADHERED FLASHING FLANGED WINDOW W P 0 l SELF -ADHERED FLASHING /� P 02 SELF -ADHERED FLASHING W PO FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A V V CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and water to the building structural framing components. Self adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMG7281, 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 ;* EXTERIOR SHEATHING - -� 3(4"-l" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER ADHESIVE ASPHALT 6. Fold as shown by arrows exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved !lashings Shall be installed at the following locations: FLASHING JAMB & HEAD ADHESIVE 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING , REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) tight to comer 8. Mechanically fasten as necessary 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the - N LETTER ON CHEMICAL =? SCORED exterior wall finish or to the water -resistive barrier complying with Seotlon 703.2 for subsequent drainage. Mechanically p COMPATIBILITY RELEASE PAPER attached flexible flashin s shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed g N in accordance with one or more of the following: CO SELF -ADHERED SELF -ADHERED FLASHING, 6" �� ' (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE 1.1 The fenestration manufacturer's installation and flashinginstructions Or fora applications not addressed in the ' pp �' FLASHING VERTICALLY VERTICALLY FROM LLY FROM ADHESIVEA9SHOWN) fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing E . BOTTOM OF instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings, �t, THRESHOLD ' MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall Pinish or to , *. the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection SECTION -A NECESSARY IN CORNERS THROUGH at the head and sides. �• (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods, C SELF -ADHERED FLASHING O' _.,.n /•-� mow\ 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ W DMA 300 or FMA/AAMA/WDMA 400. v/nj 2 3 SELF -ADHERED FLASHING 5 2. At the intersection Or chimneys or other masonry Ccr, truCtion with frame or stucco walls, with projecting lips on both sides under stucco copings. NAILING FLANGE 4 2 O SEAL TOPS OF JOISTS 6 3. Under and at the ends of masonry, wood or metal copings and sills. .� "ffi p to O DO NOT FLASH OVER .' 4. Continuous! above all projecting wood trim. y I g BOTTOM NAILING 8 UNDER DECKING 2 7 a s o FLANGE (SEE DETAIL WP07) S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. "�-+ m B5'm 19 V) 00 ago E SELF -ADHERED FLASHING \�� //�� PO"1 SELF -ADHERED FLASHING �/�� PO5 SELF -ADHERED FLASHING /„�a�.y W F O G. At wall and roof intersections. ,£ k3rtim= w HALF ROUND WINDOW V V EXTERIOR DOOR WITH DECK Y Y INSIDE CORNER V 7. At built -In gutters. ar 'mcy`sic wa o- g`o $s,FMR a w y k t�r - 35�'.o O �'zt T'«i R c 3 s P 211 SELF ADHERED FLASHING DECKPROTECTOR ¢ O SHEATHING `�"' g t "'i"'T aLs:: w �. N S 81 N iv m 6 f..,, . , f 7/8"Cement Plaster Cement Plaster in accordance with - rI- s E g m B o n o in a A accordance with ASTMC926 b 3 va ASTMC926 SELF -ADHERED �s vnvrarosENc.coN D ❑ FLASHING PATCH Felt backed metal Felt backed metal FLASHING �'` A lathe in accordance lathe in accordance with ASTMC7063 with ASTMC1063 O z 0 SELF -ADHERED � - o DECK PROTECTOR / " c�.Building Paper Building Paper Z N z 7/16" O.S.B. I 7/16' O.S.B. c- ill DOUBLE 0. sheathing sheathing ,'/� �, In �� in to z N I SINGLE ' 7 , ly JOIST' JOIST tt 'r� t. SELF -ADHERED FLASHING .� e '. _ i'-'" "�,... " ` %•'.M r . , , . . Keep top edge , Metal of weep screed V1 (9 m _ LL v I SELF -ADHERED FLASHING 1 7� - ' s g Flashin 2" below top of � ` 2t< 3"ctIN ���-W'. `� . 3 1/2" block Unperforated Vulcum _ c U - L 4 r `a Flange 7/8" Weep Screed cauk bottom joint only Ln o M - 5 U n E '� Maintain Metal Flashing Bottom of 3 1/2"Unperforated , z ro = v k' Weep Screed o N SELF -ADHERED FLASHING WP07 SELF -ADHERED FLASHING `n' P 0 8 APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 Flange 7/8" Weep Screed 1 1/2" to 2" O � � c o oQ \HO.8362x;DECK JOIST OUTSIDE CORNER Y V ¢ N o m INSTALLATION OF THE BUCK/RECEPTOR. Above Roof 1/2" Cementltious Sheathing Decorative Finish ® DAMS HOMES ,b°0 ••o, All inside and outside corner will FL0 IDA CONTRACTORS LICENSE NO. CRC1330146 EXTERIOR WINDOW UNIT y need to miter 3000 GULFBREEZE PARKWAY CEMT. FIN. a butt joints Cement Plaster e, cut and caulked all to GULFBREEZE, FLORIDA 32563 BUILDING PAPER SLOPE in accordance O, o • becaulkedned \ • o, using DIVISION LOCATION: 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 PORT ST. LUCI E V Job Information: (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING ~ - EXTERIOR BUILDING PAPER CEMT. FIN. O NAIWIRE LATH 1/2" Cement a SELF -ADHERED FLASHING \ Plaster Finish c m rH Block W CU LO N 0 1 WIRE LATH 2 1/2" Perforated m N m o, Flange 1/2" Weep > m x m ro Q BUILDING PAPER BUILDING PAPER Cement o, Screed Z i V m C a- -Plaster over block rn 0, o Q _l LU Z) to Istfloor 00 J m U) � L EXTERIOR Model Name/Number: WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below 2508 finish floor VI Plan Issue Date: Monday, December 13, 2021 OPTIONAL DETAIL KA PROJECT NUMBER: 2 2 Note: 21-10553 O lath The building paper and metal must be Installed over the top of WEEP SCREED DETAIL Sheet: - s P oP: SELF -ADHERED FLASHINGWP1 ® SELF-ADHERED FLASHING+�n CEMT. FNISH WINOW SILL P rw CEMT FFINISH RPARAPET HWALL LWFII L the Weep screed. SCALE: NOT TO SCALE W WATER PROOF CEMT. FINISH WINDOW HEAD I DETAILS FA 5" bath duct to roof cap w/ standard 70 cfm bath fan D3_ 25 SH O O'W\JERIS BEDROOM 3'-0" CLC 14x8 1wcd 215 1 4 1wcd i E 25 i'S BA. H 8'-C CLG T is 10x6 1wcd O o / 2468 I GARDEN TUB 5-SH �— 4'-10' / 8 / N V iy1u ROOM INVERTED HIP TO 1 O T48 1wcd wsol 115 D� DD_ 25 SIT T 0 P N) 8'0" I A I1\j A 1 8'-0" CLG B —1 6x16 rag 14" 5" bath duct to roof cap w/ standard 70 cfm bath fan UNIT 25 SIT yy 16" PRECAST ABOVE ECFESS n ° 668 E\ c H1 BATH 3 02DROOV 4 3450 SIT � 8'-0" CLG A'-6" CiG �O - ��� 10x6 1wc 12x6 1wcd 120 CscE; ` 10x6 1wcd 5 2868 FRENCH 70 BREA! FA T \ x12 rag 10 -o" c M.0 6" 6' gar �2-Eo6s - w 12x12 r, s R"II R/SH z-20b' - / '0 rag LAA- A-R0 ROOM w < o'-G" CLG �_ T CHEN 0 6„ 10x6 1wcd 85 70 12x6 1wcd 126x06 1wcd 10x6 lwcd 160 7„ z a- 7" �= 1 w FOYER To a, J1Fss:1 30 a (2) - 12" SIDELI EIS TRANSOM AB MET. VILLA TRAIIS, ABA& SET ELEV. _I EI JTRY 10' CLG a � �M j> z Q d IT- both duct�-0 to roof cap w/ standard 70 cfm bath fan—lig t (2050 SH vH �> J FLR 10x10 rag " L CLG 24x18 fb�og� 10x10 rag 8 / SCFFIT 16 �' Ni.c. BEDROOM 2 CLU \5 6 10x6 1wcd DIH,1 ING ROOM f 85 eLG 130 12x6 1wcd 65 OUTL ,�o � - 10 8x4 1 wcd O\J� -BL 26 SH,0,,,,� -'�-4 — i �M. z 0 r 5" bath duct to roof cap w/ standard 70 1 11 License #CNC12/191777 \ w og wVIT I N r ATTIC ACCEs LOCATE 3 FI DIN 22" ;< 36" MIN T4" dryer duct to roof cap w/dryer vent box 3 CAR GP.�AGE 8'-D" CLG CI 2-2658 T= R/5 BW2 S12 �„ MS12 8 X OVERHEAD S_ 16 X 7 OVER ITAD 51 NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED \ 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS ` Transfer ducts/grills sized in compliance with Florida Residential Building Code-M1602.4 balanced return air. �� �� �? �' EXCEPTIONS 1-3 SCALE. 1/4" = 1'-0" ELEVATION 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. 3.5 TON W/5KW @240V 1PH 18x13 plen platform by bldr � / \ A'dEA CnL CUEAT 77 T'V1N's 2523 S.F TOTAL LIVING (AC) 2523 S.F_ GARAGE COVERED EVTRY (BASF) OVFRED PATIO/LAIVAI 620 177 200 S.F. S.F. S_F. TOTA_ AREA UNDER ROOF 3520 S.F. v S O_ O O < O s S LLJ Y) z W 0 0 K) ry W W 2:� Q < -- 0 00 d ® Z (V .. I� m uu > z ® z 0 LL! 3: Q I— m Q -i o Q Cy- mELJ(n00 Rating 5 Str COPY