The URL can be used to link to this page

Home My WebLink AboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX 017 DRAWINGS R318.i CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, S SL MP OF5" BARING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TER ATE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAM j, A U FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEES CTION 202 , PLUS OR MINUS 1% AND HAVE 2 TO 5% AIR ENTRAINMENT; ANP 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 PROTECTI E 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 LICENS D 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 RECEIVE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE A COMPLETE WITH RULES 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1�064M. 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 SER70ES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET. ASTM 615, ASTM A70E SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) 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 "BOR-A-CORM' REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY ON WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 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 ApHESME 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 ECORD FOR WRITTEN APPROVAL 1.. CODE REQUIREMENTS: AT THE ETHAT ALL WORK SHALL CONFORM TO THE ARE. REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDSS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 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 (B) LOCAL STATE AND FEDERAL BODIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90.014, WITH A MINIMUM NET COMPRESSIVE R703.7 EXTERIOR PLASTER. STRENGTH OF 2000 PSI (f m = 2000 PSI) INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM 0926 AND ASTM C1 63, OR ASTM C1787 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. 28 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 OF30DO PSI SLUMP W TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOFTRUSSES* 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 LOFT, ROOF RAFTERS LL/180 TL/120 LATH SHALL BE ATTACHED WITH 14/2" LONG, 11 GAGE NAILS HAVING A 7/16" 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 C1063OR 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 FJOIST*** LL/480 TL/240 *TL MAX 2" UP TO 4OFT SPAN - * *TL. MAX 3/4" R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED VER ANY TYPE OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED VER MASONRY, S. 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 Y VENEER OR OTHER 10..00 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 TWOOATS, PROVIDED It. 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 WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY OF THE TYPES LISTED IN R703.7.2 ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE 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, WHE RE APPLIED OVER END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL 15 25 WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH APERFORMANCE SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2 TOP CHORD OIL 7 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-RESIS rIVE 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 BOTTOM CHORD LL (OPT) 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO R703.2 WATER -RESISTIVE BARRIER. VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, ATTICS W/ LIMITED STORAGE '20 ONE LAYER OF NO. 15 ASPHALT FELT; FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTFV D226 FOR TYPE 1 CBA-A OR CA-0 REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL S. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 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 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERIS. MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE S. 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 MICR6LAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E FIx=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 FOR ADDITIONAL ROOF, WALL, SHEAR WALL. AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: DESCRIBED IN SECTION R703.1. ROOF DECK: PLYWOOD CC/C-D, RIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP EIAPA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING R703.4 FLASHING. R R 15 32" RATED OSB EXPOSURE 1 7 B" STRUCTURAL I OSB EXPOSURE 10 WALL SHEATHING 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 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 11 BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15Fr, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT ! 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA O @) (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 28.8 (-) 34.4 Q14o 50 24.8. (+) 24.8 27.1 {-) 31.1100 (+) (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-O" x 7'-0" i 16'-0". x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 -) '', 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" 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 WIND43OURNE DEBRISAREA. A. CONTRACTOR TO E PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 3.1 FOUNDATION DETAILS 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC OWN ate``' P" f SSE 10" `� •�� ro �L d ut uj <; �0. �; ' } Q a ��P f�®Oz/ Q"? O F E S S\o�Po��`\\\ > ffflllllll c 0 a m v 0 grgSg � rul 0 co n 5$��°y =�q`)? 0 ti c - N FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD OL 10 (PSF). _ 'a " B�izw INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS. FLASHING BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES g',s �"� R a SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD DL 5 (PSF) jg� 5 0 a w IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE 3 BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH. HURRICANE CLIPS OR ANCHORS PER SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING g uai � 8 O g 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBEg� AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. m a F d �� m C1281, AAMA &Z 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: a- 0 6 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) a LL TO THE SURFACE OF THE EXTERIOR WALL FINISH. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) a§ W APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) _ ` V 6El • EXTERIOR WINDOW/DOOR OPENINGS, THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS.. LIBRARIES a� www.wsrrvo con/ �': • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THETRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) 0 7. PR -ENGINEERED WOOD TRUSSES BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. .. g • UNDER AND THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. ETRES SAz STACK ROOMS 150 (PSF) - o • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED, GUARD RAIL 0 HAND RAILS (d) 200 (PSF) Z N CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) • N WALL AND ROOF INTERSECTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS,. AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS: ROOMS OTHER THAN SLEEPING 40 (PSF) Q. D (� • 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 n Z N d. A SINGLE CONCENTRATED LOAD. APPLIED IN ANY DIRECTION AT ANY POINT ALONG ro N (9 - E S H 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. 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 fCi u' 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. MORE INFO. 0 w � FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 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 BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT. LOCATIONS. It Is the Intent of Deslgner/Englneer listed In the titleblock of these w t cm 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 t0 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 O v � -( 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 An these documents, prior to a � o m INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (i) 45 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE GONT. KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNERFORCONTROL OF THE construction. All construction MUST be in accordance to the TO FOOTING). information found in these documents. Any questions regarding the /a 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'"x 2'A<" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE FBREEZE PARKWAY MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (Z) MTSM16 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 GUL MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. for reimbursement by the Designer/Englneer without advanced PERIL OR CONDITION, AT ANYTIME, 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. GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Payments will be made in accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS.. PORT ST. LUCI E 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTTS w/ (26). SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT ® Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS LL L DATE DESCRIPTION REVIEWED FOR CODE COMPLIANCE DAMSH"'MEJ ST. LUCIE COUNTY '� Y Of Northwest Floridaiii1illillBOCC 00 1� v z Q3 00 a _ I-U m t Yi00 J W D o J m cn (n VI Model Name/ Number: 3000 C ULFBREEZ PARKWAY GULF[ REEZE, FLORMA 3217563 2265 Plan Issue Date: Monday, June 14, 2021 FILE COPY KA PROJECT NUMBER: MODEmL 226'5 3CFL 21-6776 Sheet: 1 Of: COVER SHEET BEARING WOOD WALL SCHEDULE 'MUD CONNECTION & FASTENERS LUMBER UPLIPII MARK SPACING TOP BOTTOM SPECIES CAP.(pl0 BW1 16" (2)led TOENAILS (2)i6d TOENAILS SPF NO UPUFT BW2 SP2 W/ (8H10d SPi W/ (6}Sod SPF 402 is,. STUD, (8110d PLATE STUD, (4)10d PLATE BW3 is" (2) SP2 W/ (a)10d (2) SPi W/ (8) led SPF SOS STUD d PLATE STUD, 4 1od PLATE BW4 I IS' (2)16d TOENAILS (2)lad TOENAILS SYP NO UPUFT BW5 SP2 W/ (6FlOd SP1 W/ M-10d 18• STUD 8 1od PLATE STUD 4 SOd PLATE SYP 439 BW6 (2) SP2 W/ (8) SOd SP1 W/ (8FIOd SYP 878 16" STUD 6 10d PLATE STUD, 4 SOd PLATE BW7 12" (2)16d TOENAILS 2)18d TOENAILS SPF NO UPLIFT SP2 W/ (6)-30d SPS W/ (%lOd 13W8 12" STUD, (5) 10d PLATE STUD, (4) 10tl PLATE SPF 535 BW9 12" STUD, (6) IOd PLATE STUD, (4)) iOd LATE SPF 1070 BW10 12' (2) lad TOENAILS (2) led TOENAILS SYP 0 BW11 12" STUD, ()) Tod PLATE STUD, (4) J OdPLATE SYP 585 (2) SP2 W1 (6) 10d SPS W/ (6}10d BW12 d2" STUD, 8 10d PLATE STUD, 4)10tl PLATE SYP 1170 E W13 NOT 050 OUBLE 2K TOP PLATE TOP OF WALL .gip SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH -SEE MSO3/SS FOR NO UPLIFT CONNECTORS ERG WALL TO INDICATED IN WFO9 CAN 7 MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2 A @ 32" O.0W/ 7- INFO B EMBEDMENT OR 1/2 A.T.R. W/ SIMPSON SET W/ SW= SHEARIVALL MIN. 7' EMBEDMENT PAST STEP DOWN.. REQUIRES MIN ` - .. T/lw OSB PLYW'D ALT.: SIMPSON 1/2' TITEN HD @ 32" Oe. W/ SAME EMBEDMENT W/8d NAILS AT Woc WALL DETAIL IN FIELD AND EDGE. SEE GENERAL NOTE#8 BRG, GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME N4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF 92 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED T0 EACH STUD AS INDICATED 4. SPA, SP6 AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPl AND SP2 INDICATED IN SCHEDULE ABOVE B. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/53.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF 'SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REWIRES MIN. 7/16' OSB PLYWOOD W/ ad NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2X EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE NTH THE BW1, BW4 BAT,8W10 THESE WALLS ARE ONLY 8. IF TH E BEARING WALL ISFLOOR 0 AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE SUPPORTING THE LOAD N NAILS) AND WILL H WITH HARD GU NA THE z PLATE BE ATTACHED HAR ( ) T PLATE AND 2 PLA CAN ED PLAT THE BEARING WALL SCHEDULE. NOT REQUIRETHE ANCHOR BOLT ATTACHMENT INDICATED THE BEARING D A SPi/SP2-0RIVE ONE NAIL AT AN ANGLE THROUGH THE SAID INTO THE PLATE TO ACHIEVE THE TABLE LOAD. Sod= 0.148" DIA. X T LONG COLUMN SCHEDULE "MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) CS (3) 2 x 4 #2 SPF 14) ISO TOENAILS 0 C2 2 4 #2 SPF D71`2Z W/ 1/2 WEDGE ANCHOR* A (e) 1/4' X 11/2" 2145 (3) x So$SCREWS C3 (3) 2 x 4 SYP #1-OR- (4) 16CI TOENAILS 0 C4 (4) 2 x 4 SPF *2 DTT2Z W/ 1/2' WEDGE ANCHOR* & (8)1/4' X 11/2" 2145 SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR-* U = 2� SYP POST & (12) - 16d NAILS 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR-* G - 12001) CB SYP POST &(12)-led NAILS U-2300 8 x 8 P.T. #2. ASU88 W/ (2). 5/8" ATR** G = 24335 C7 SYP POST &(18)-16d NAILS U=2320 F 3.5 x 3.5 P.L. 1.8E RU-2400 PSI H13U5-SDS2.5 W/ (14) 1/4" x 21/2" SDS WS &5/W EPDXY 5645 (WOLMANIZED IF FELT.) .ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU63DS2.5 W/ (4) 1/4" x C 9 1.8E Fb=24Do PSI 21/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT-1 ANCHOR, OR ATR*- 610 3.5 x 7 P.L. 1.8E Fb✓2400 PSI HOU&SO52.5 W/ (20) 1/4' x 2 1/2" SDS WS & 7/8' EPDXY 6970 (WOLMANIZED IF EXT.1 ANCHOR OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb-2400 PSI HDU8SDS2.5 W/ (20)1/4- X 21/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.). I ANCHOR, OR ATR*** 7 x 7 P.L. HDUSSDS2.5 W/ (20) 1/4' x C12 1.8E Fb-2400 PSI 21/2" BOB WS & 7/e" EPDXY 7870 LMANIZED IF EXT. ANCHOR OR ATR"** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF#2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/SS 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2' ATR 6" EMBEDMENT FOR 5/8' ATR 8" EMBEDMENT FOR 7/8' ATR S. IF LO] 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 PARALLAhI COLUMNS (1.BE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DW / LENGTH PNEUMATIC GUN COMMON Vs. GUN APPLICATION NAIL DUA.-LENGTH NAIL SPACING Ed 0431" X 2'A- 0.131' X 2IA' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS SOd OR 12d 0,148" X 3" 0.131' x W SEE PLAN BLOCKING & TOE 0.148' X 3 Y," 0.131" X 3 +A NAILS & TOP PLATE 12d 0.148" X 3 4/4" 0.131' X 31.4 W O.C.(COMMON) STUD WALL 6' Q.C. GUN NAIL CORNERS 30d 0.148" X 3' 0.131' X 31 8' O,C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS led 0.162" X3%' 0,131-X3?A- (2)16D(COMMON) ISEE PLAN (3) i6D ( GUN NAILS) BEAM SCHEDULE MARK SEAM SIZE CONNECTIONS L/�\ (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSS FUT PLATE. NAIL SIMPSON LSTA18 OR (2) 4 BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W17/16" CONNECTION: PROVIDE (2) OW FLRCryI 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 O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. 121- 2 x 12 #2 SYP W/ 7116" CONNECTION: PROVIDE (2) 3M OS8 FLRCH PLATE. NAIL NMPSON LSTA24 ORW12) WOOD POST BEAM TOGETHER USING (2). SIMPSON HTS20 TO ROWS OF 12d NAILS @ 12' OR (2) SIMPSON HETA16 70 CMU O.C. TYP EACH SIDE COL: U.N.O. ON ROOF PLAN. (2) -1 314" x 11, 114" LVL CONNECTION: PROVIDE 12) 2.OE Fb=:2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4. TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4" x 3'1/2" SOS WOOD OSIMPSON2)I OR (Z) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C. TYP COL U.N.O. ON ROOF PLAN, EACH SIDE. (2)-13/4"x117/8'LVL PSI. NAIL BEAM 2.0E Fb-tTOGETHER Fit USING (2) ROWS USING CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) 1/4" x SDS WOOD 1/4" x 3 SIMPSON HTS20 TO WOOD POST 0 1 SCREWS 16' O.C. TYP. OR (2) SIMPSON HETA18 TO CMU EACH 8111 COL. U.N.O. ON ROOF PLAN. (2) - 13%4" x 16" LVL 2.OE Fb,2S00 PSI. NAIL BEAM CONNECTION PROVIDE (2) (y] TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4"x 3,1/2" BOB WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ is" O.C. TYP ' OR (2) SIMPSON HETA19 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY V41TH PLAN CORRECT LENGTH OF REAMS REQUIRED (MIN. 4' BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS S. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPR )�AL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS (2)"2XG#2SYP SEE GENERAL HEADER NOTE#5 H1 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET O(2) H3 - 2X10 #2 SYP - SEE GENERAL HEADER NOTE #5 W/ 10 FLITCH PLATE THIS SHEET F41 0 2 O - 2X12 #2 SYP S GENERAL HEADER NOTE #5 SEE W/ 1l2 FLITCH PLATE THIS S SHEET (3) - 1 3/4 X 11 1/4 ATTACH TOGETHER WI (2) ROWS 1/4" X 3 1/2 HS LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16' O.C, TYP. EACH SIDE (2) -1 314" X 9114 ATTACH TOGETHER WI (3) ROWS 1/4" X 3 1/2' H6 LVL 2.OE Fb=2600 PSI SDS WD SCREWS @ 16' O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS RED. AT OPENINGS OPENING 2x4 WALL : 2X6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE i EA. END EA. END FA. END EA. END (1) (2) (1) (2) 4.0" - 9,A„ (2) (3) (2) - (2) 10'-0" -1fi'-0" 1 (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 INSTR(IC71ONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS NO ON PLAN 3. IF HEADER IS 0 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 M LTPLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. AL NG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HE DERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS N T SPECIFIED CONTACT E.O.R. 0 171 h4 S-2 14'-0" n ©. I ) O 25 SH DEL 25 SH -1- PRECAST AB VE- - - - _ - _ _ 16" PRECAST AB VE - - - EGRESS' io iN - - - - - 11,-w 5' S" 2'-10" v / A.B. ° RBERGwss 1668 BW1 TTACHMENT 0 , TUB /SHOWER I UNIT fit Q LANAI w iIS Jv W' 0" CLG G� BEDRBEDR---POM 4 O TH m00 .-6, 2,$„ 2,�. 3,-10,; 10'-0"WNEF00 0 &'-0" CLG 3450 SH ZATTACHIAENI •+ 8'-0" CLG 8'-0" CLG T .. T ?d o H4 A,� sy �P O " (2) 3050 SH N O io 6'-4" 1'-6„ 3,-7„ " 5'-8" H2 14 28618 ° BREAKFAST H1BW3 I M 10,•0„ CLG ' 2-2068 668 2868 1k'T' w FUR q _ _ 8' CLG ; z LINE 04 - R /SH 36" FLAT BAR tD TOP ON 341h' �n a R/SH 7 ' . WALL 3' „ , .2'-8" 3'-6" 3'-10" 2'41" 18'-9" r' 13'-10" - - - - - lite'. 2-2068 2668 4'•10x 3,$I 5, 4 4'-10" N W.I•C. W ITC ` pp )e�c T1101. "0 �� 1 , FAMILY ROOM <o�, g y EDRT ti O ITK CHEN I 10,.0„ CLG N - - - - - - - ' 8'-0" CLG 10'-0" CLG p R/SH R/SH 1 _J fV r - T ;0 II II t x.:®.,. f G.T. ; II O S BATH 2'-2' x �q I 8'-0" CLG ul , 5" 2'-3" 5'-4" 4'-10" c J 4/010PIG g LL T F I, a 4" n O I , A (+7 .-1 8 , iv 8'-0" CLG I � DROP � 11'6" n ? 12'-11" CLG rl 11'-7" -- 7 2 _r(2468 LL 2468 2868 R/A - - �. 10" COL BEDROOM 2 ° CO 3X5 SHWR , -M , -M 8'-0, CL ` - o N " 6" WALL 8'-0" CLG 3'-6" � , FOYER , , BW3 VI JC5 5'-6" 3'.9" N DINING ROOM ;_ 4 ; :+ 10'-0" CLG C2 I .,+ HANS N BOX i i AT 10'-0" UT�-.Fr -iT1-I @36 3" X 10" AFF CORNER xQ imi. ip 8'-0' CLG Ij 1 -I PROJECTIONS Ia i m I.I TUB /SHOWER° 'a - 13 -. 3 m DRYER ALL VENT SHOWN ;a ; , , F39 S-3 H4 O 2 ❑ ;� I p I _ _ _ _ _ � LIVING ROOM N 3 , L r I ,. , INVERTS HIP TO 10' D 2-2668 .<W.H. a0 LLx I ; u =�` THRU MAX L ROOF T as, , I ❑1 R DOOR NIT 4� "N u I EEN WAL S ' `H I I o: o , i 1 VERIFY WINDOW TYPE \ cl R/SH ,T N H4 Lam_',... U WITH ELEVATION ' \ - - -� 868 N EGRESS (2) - 12" SIDELITES I \ M�13 BW3 H1 DBL 26 SH I,I TRANSOM ABV. ^ MET. T'HLD OTRANS. \ ' (1) SIMPSON H1T4 MS03 © ABV \ C2 REQUIRED BETWEEN S-1 III t SEE ELEV. OPENINGS "' 14'.-2" 5'-5" 9'-1" 4'-6" 6'-2" ENTRY SEE ENERGY FORM 0'0" T.O.M. "' ROOF TRS ABV 10' CEILING _ DBL 25 SH FOR WALL INSULATION III REQUIREMENTS i III F14 O BM3 Q ,11 n3 ATnc ACCESS ; O III 13M3 lu 10'.4" 4'-0' ' LOCATEINFIELD ' 00 � 22x36' MIN BMS W CEILING 1 2^ - -- III TOP OF. OL TYP. BEAM AT 36" H DECOR. HAND RAIL 3 CAR GARAGE 19 y NOTE: q 8' 0" CLG N O 12"X12" COL'S SrF 12' N N IN BOTH SIDES --- - - - -- - - - - ------------------ - - - - -- - - I i I , , , MS12 HOSE i S-2 - BIBB ' O ' H , I 16 X 7 OVERHEAD DOOR " 16,-0„ CD23 C5 CD23 S2 TYP.(-? S-2 ______________ _______ ENTRY in 7'-0„ 12' 10„ , I ' D ❑1 SEE DET. MS03 ON SHEET S-1. ATTACHED TO CMU W/ (1) JACKS CRAFTSMAN ELEVATION NOTE: MS12 S2 - ; W/ (2) ROWS 12d NAILS STAGGERE @ 8" O.C. D AT ALL FRONT ENTRY COLUMN LOCATIONS USE THE FOLLOWING: ALT. BASE CONNECTION TO HTT4 2 (1) SIMPSON DSP EA. SIDE @ ENT ONLY OL ' 8 X 7 OVERHEAD DOOR ' PROVIDE 18" SQUARE BRICK SABI WRAPPING POST AS REQUIRED SEE ELEVATION FOR BASE HEIGHT ALIGN BEAMS WITH POSTS FLOOR P LA N SCALE: 1/4" = 1'-0" ELEVATIONS "C" & "CR" 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 © +27.6 / -37.0 +26.5 / -28.8 O +26.5 / 34.4 3 +24.8 / -27.1 O +24.8 /-31.1 +24.3 / -27,5 KU 1� +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 'ALLOWABLE" PRESSURES WALL LEGEND 17- FRAMED WALL BEARING FRAME WALL Mrv' - HOSE ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING BIBB ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE, MASONRY WALL tit ,�,y*yGC'iv*�Fi't ��RQ WN v sot cr ; GENERAL NOTES 5.2 Q C..I 1. R30215.1 Door from garage Into house must be a minimum 1 3/8" solid wood door, solid or Lo N honeycombGore steel door, or 20 Minute fire rated door. ., 2 Bathroom exhaust must vent to of theend ��f7p�OFESS) soffitsor the building, xhaufens st to must space is not C��'0 /tff94EEi§lti'cRE acceptable. Ventilation shall be permRted to exit through the soffit if solid soffit Is Installed 5'-0" on each side of the venting. 3. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6.. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage aide. 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 B 'I' bl separation Ls a oorcel Ing assem y, e o v O structure supporting the separation shall also g e IS n protected by not less than 1/2 Inch (12.7mm) F s w Bg IB CQ r 00 gypsum board or equivalent. L? v H 52 3 e OD # 4. R312.2.1 Window sills In dwelling units,. where then �+� e top of the sill of an operable window opening Is located m' f0 N P" w a less than 24 inches above the finished floor and greater " Lo f0 `� 4 S a - than 72 Inches above the ffnished grade or other surface t °' 4 a w In IL u5 -..� LL a w 3: In below on the exterior of the building, the operable window 'I d iE 0 = $ w 5 _ o:.. o. shall comply with one of the following3 listed methods]. t ` t a y2 g '�� IL 1 P11 0'a I- GJ 5. R308,4.2 All windows within 2'-0" of doors and In R s _ [ W W 2 ^ Cc m -' shower or tub areas will be safety tempered glass. s a t in Z N N C d a ag F' IL ® a8 K o 6. exterior entries covered porches to e - 13 Ceiling for exte toe a po � � e 2 � have 7/16". span rated OSB nailed per zone on § s° W r-' '� w roof diagram nailing schedule or 5/8" CD)L =g YrvAV.FosENecoM 11 El El iX.T&G acceptable for substitution.. In 7. EC: R402.2.4 Access doors from conditioned spaces to z unconditioned spaces (e.g., attics and crawl spaces) p shall be weatherstripped and insulated to a level Z.N g equivalent to the insulation on the surrounding Q ;; da Surfaces. A n 8. M1502.4.5 Duct length - m The maximum allowable exhaust duct length shall be z N determined by one of the methods specified In sections V) 2ro M1502.4.5.1 through M1502.4.5.3 %a) 2 Fi' 9. Callings for exterior entries and covered porches to be 7/16" OSB on underside Of roof trusses Shall be Ij attached to all framing members With 2x blocking Ln w provided at perimeter. The OSB shall be attached w/ Sd 14L If V) c aS nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be Lro U - N -E attaches to OSB per manufacturer specifications '- w, 00 �. cccc V s �Ql. - Q N ob�0 CAMS HOIIMK FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY 0A GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: R8VIEWED PUt-,I ODD' COMPLIANCE T. LUCIE COUNTY 000 BOCC c U0 G 0) L1j y V nJ 11 I2 d3 0�0 " E 6 Z F- CU 00 0 a. 0 ♦ m. U) DO LL '^ FILE COPY `+Model Name /Number: 2265 AREA CALCULATIONS T1 Plan Issue Date: Monday, June 14, 2021 1st FLOOR 2277 S.F. ♦ KA PROJECT NUMBER: TOTAL LIVING (AC) 2277 S.F. 21-6776 GARAGE 617 S.F. Sheet: 4•p Of COVERED ENTRY (BASE) 176 S.F. 2 COVERED PATIO/LANAI 186 S.F. TOTAL AREA UNDER ROOF 3256 S.F. FLOOR PLAN 2" VTR 2" VTF� LAV. C/0 TUB W.C. �. LAV. LAV. D.W. SINK 2" VTR J�L 3„ 4„ 2" VTH J4 4" 3" I L.T. LAV. WASH, W.C. TUB PLUMBING RISER NTS 4_ 4'_2" 3'-10" 6'A" 59'-81, 23'-4" 14'-( 11'8" 11'-0" 2'4' 7' 0" Q 1'�" 4 + , 1 C4 HO ; i'o .TUB/SHWR i i F2.5 FM03 FM01 BBB - FMO1 3.1 —__-_ ----- ------' 4`-6" 2'-$" ' 1 1 JI 11 ♦ / 1 ?ill:. W/C 4" PATIO SLAB � I ; w W/8"x8"THK'N I EDGE ^ . ; ; ■ I;r� n CQ �` Ilo I ----------------- O I yam` " 1 L �I LAV ♦*, 4" STEP DIN cv i r C_ 1-o` I LAV FM01 3.1 �?O ■ 5) 3,-4" : T I T ' ; ' ® I (C I I ry9 �♦. J ) IC.J. : C / SINK ■ 1 N 5' 5" 1 7'-7" 8'-TI 2'-11" N I ' L'L ,J 1. LAV L.AV O ' v CO C.I. ; o �" :. 40/ I , V ,�. ' i ♦1 Ir — — —3X5 F.G. W/C '1 �I ; LAV _ rr r _ n� : �Ii I I SHWR ( r"^. it , I I I I Lo O ® ; PROVIDE CHASE �r ��'; FOR HVAC UNIT I II IA/G q ; $WALL= F3.0 : I : JJ 1 I --- ; ■ I, Ll _ _ , I I i, CI i I L 1 � 3.1 ■ ' -r ------ ---- ; ■ TUB/SHWR o;.. ;3 I I 31:I1 IJ' I ( 14'-0" FM 1 i :gg L _ J• 'a' co 3.1 w 1 ----------- --�---^ I in � : Q --'-`-------- ----- - ----- - ■ ■ ® ■. ■ ■ ■ 4- STEP ON ----------FMSi_--'- ------- ------------------I --- ----- -----'---------1 3.1 I •----- I 1 I , , : I FM01 I 7'_0" 2" 11-8„ _0" 81L0 op o Ilk i0 C.J. _d ■ ■ ■ ■ ■ : ■ iC.J.. C.l a ' FM02 I ; ® 1 I iv I 3.1 ■ ; ; � 3.1 ' 3.1 C.J. SEE NOTE cD wtN F3.0 F3.0 F3.0 w 7'_0' z O , i ; w 8'.4" 13'-2" vWwi w , 2" M1 HOSES BIBB ' •----'--------------- -----'--' `----------------------- -----'- -'------- -----' LAV. W.C. TUB TO SAN. SEWER C/o 0 14'-4" FOUNDATION PLAN SCALE: 1/4" = 1'-0" GENERAL FOUNDATION NOTES (U.N.O.) 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X610/10 W W M, OR FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 5 MIL VISQUEEN VAPOR BARRIER. GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. 3 • INDICATES FILLED CELL W/3000 PSI CONIC. FROM FTR. TO BEAM W/ (1I #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS IT' EMBEDMENT W/ 30".EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.k0. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUTARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 10- APART. FILL CUT W/ APPROVED JOIN( MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN, G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.14.1 THROUGH 11403A.4.2. 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. I6s FFI 0 1 V-0" X CONT. 1'-0" 2 05 E.W. DOT. 200D F2p 2'-0" X 2'-0" 1'-0" 5 #5 E.W. BOT. 7200 F2.5 2'-S" X 2-6" 11-0" 3 #5 E.W.SOT. 11000 F3.0 3'-0" X 3,0 1'-0" 4 #5 E. Y. DOT. 155ou 1'-0" 4 #5 E.W. DOT.: 215M F4 0. 4'-0' X 4'-0" 1'-0' 5 #5 E.W. BOT. 28000 F4.5 4'-5" X 4'-6" 1'-4" 5 05 E.W. BOT. 34WO F5.0 5'A" X 5'-0" 1.4" 5 #5 E.W. SOT. - 42500 F$.Q 61AI' X 6'-0' 1.4" 105 E.y .. DOT. 81.50o LEGEND INDICATES' SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING REVIEWED CODE COMPI ST. LUCIEp/��CC B:OCC IR <0 100 Ti 5 ei co P E c w � III 0 00 -6m Ati IO�Nnz LL, a Py� ■a'm$5 °- Rif ,f IF, O R .1 SS K 30 m �P.a ��$� ■H�,^y� nl m J 6 9 2 0 5cn — o vA6 o ■ 0 ? VU) e€ u °WWW.FDSENG.COM ❑ ❑ ❑ U z o N z N m ri n: Z N L/) (D m' Q) N W C f4 � u j r/ w C N (�.0 ENMA EIN ...... v U `n o j N o m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE hT Job Information: li 0 c `H W o U M ZZ = m to ai Q J Lu Th 00 o u- _I m U) U) VI Model Name / Number: 2265 VI Plan Issue Date: Monday, June 14, 2021 VI KA PROJECT NUMBER: 21-6776 Sheet: ^ OC FOUNDATION PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. REINF. OPTIONAL CURB FOR "� 8" F.P_, VARIES GRADE SEE PLAN MASONRY @ ELEV. 01-0"— W/ (1) - #5 BAR CONT.31 " r Y r w �`+ (� 2 STORY: 20" X 2.W '^ REINF W/ 3)-#5CONT. 16"^ (2) #5 SEEPLAN' , REBAR (2) # 5 REBAR 16" BEARING FM01 SINGLE STORY FTG 1/2"=r-0" FM02 FSECTION @ GARAGE 1/2"=1'-0" REINF. SEE PLAN (1) #5 REBAR ii I III FM03 I THICKENED EDGE 1/2"=r-0" =r-o" A\NN°I�ERow \\ 6 (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. e " IF GREATER THAN 24" CONTACT FOR OR SEERFLOOR PLAN FOR r %tG�l`Y rc, REFERENCE FMASW FOR STEM WALL OPTION MORE INFORMATION) - (Y t yj49 PROVIDE 13"WIDE FRONT WALL Q ' _ RECESS AT GARAGE OF GARAGE U ' C'� " DOOR. EXTEND 6" BEYOND ,. g4 F.O.M. EACH END, TYP. GAR. FIN. FLR. a t �, �•.•" F L ^" 4y. e ;Y rle- o E S 1 \\ ALIGN DRIVE W/ BOTTOM OF 4" 16" 4" °�0�f�'lSr6ltCC ft RECESS & PITCH DRIVE w # - 2 STORY: 20" X 20" ! (2) #5 REBAR 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. 7 STORY:. 20". X 20" v JOINTS 10" O.C. TYP. #5 16 (2) #5 REBAR CONIT. FM09 I SECTION @ GAR. DOOR 1/z"=1'O" FM10 INTERIOR BRG WALL 1/2"=1'-0" 2x BRG. WALL 2 STORY: 20" X (SEE FLOOR PLAN W 3) - #5 CONI20" FOR MORE INFORMATION) g LOm1- P"C F 8Lo LSj8 ii C'i�i EEPLANO��mg w sm�d�'rn a 1131 myM°>S a. 33E� Z Y 4" 16" 4" 2-#5 REBARg.�� FM11 STEP DOWN BRIG.I �y�U to YNNI.FDSENG.COM ❑ ❑ ❑ SEE PLAN OPTIONAL CURB SLOPED GROUT ( SEE PLAN (p `O OR MASONRY AT TO DRAIN 4"x 4"x 16" a TYP. SEC.. 22 n ELEV. 0'-0" WITH CURB m ... (1) #5 BAR CONT .,V 8" ,I• (G.C. VERIFY) _ �55 Z o Z , • ..•, � , F.F. REINF. .. :' (SEE PLAN) d 2 #5 CONT. INSTALL LINING -. •.. 2 #5 BENT BARS W/ MATERIALS PER ce MIN. 25" LAP SPLICE m FBGR P2709.2 ' " _ MUDDED FLR. 16" w d SLOPED TO DRAIN #5 CONT. MIN. (� o Y .• 'U O FM14 SECTION @ RECESS SHOWER 1/2"=r-o" FM18 TYP. STEP FTG. DETAIL 1/2"=r-o' cu c) _N E I" ALTERNATE: REINF: t O THE REINF. BARS SHALL BE GRADE CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN _ 060 ' BY COLD BENDING THE BAR WITH SEE FND. FOR Di MIN. BAR LAP OF 25" - QUANTITY Q o m #5 X 25" X 25" o CORNER BAR ONE w FOR EA. HORIZ. -DAMS.. HOM. REBAR, TYP. U.N.O. "•• i _ (2)#5 REBAR - 16" 2 FLORIDA CONTRACTORS LICENSE NO.CRC1330146 A/c cNASE STORY: 20" x 10^ 3000 GULFBREEZE PARKWAY 4" PVC SLEEVE' 2 Y: CONT. GULFBREEZE, FLORIDA 32563 THRU FOOTING DIVISION LOCATION: FM19 TYP. CORNER BAR DETAIL 1-1/z"=r-0' FM23 TYP. FND PENETRATION 1/2'=J.'-0" PORT ST. LUCIE STEMWALL SCHEDULE 5TEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) HEIGHT (h) d 1 STORY d2 STORY b 1 STORY b 2 STORY IN STEM WAL 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 6' " >2'-0"-3'-4" 10" 10" 20' 24" W/ (3) #5 BARS 674# 15 >3 -4" - 4'-0" 1.2" 12" 32" 32" W/ (4) #5 BARS 845# I4' W/ (5) #5 BARS CONT. >4'-0"-5'-4". 16" 16" 46" 48" & #5 iPiB" O.C. TRANSV. 1162# 2'S" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE , SLAB LEVEL NOTES" Job Information: IEWED fFuh COMPS CIE ® FILE'C®p'�I CC��.� ; � BOCCLLJ z o iA m `\ M �/ an 2 m m ai 1. VERTICAL "REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL ri d INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM a r - SPACING STATED IN SCHEDULE 0 J L'LJ W SEE CHART ABV. -MAX. F.C. �� 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND ' ^♦f1 00 V / V J SPACING (o.C.) QA. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND _j ® Model Name/ Number: W.W.M. TO BE TIED TO #5 ERT. F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO REBAR 1)CONT. PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB STEM (i) #5 HORIZ. CONT. TIED TO , / EA. VERTICAL REINF. BAR E NOTE 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #4 TURN BAR as STEM #9 CONSTRUCTION FOR MORE INFORMATION 2265 WALLS GREATER THAN 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK Plan ISSUe Date: . 4''0" HORIZ. CONT. TIED O .� FILLING IS TAKING PLACE T° ss " n - EA. VERTICAL REINF. B ` ` ,i6" 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK ®16" EA VERTICAL „ „ RN GRADE-8' MIN. + y .c. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" Monday, JUDB 14, 2021 TO TOP OF - �� ® „ . 6„ h • TALL (TYPICAL ALL CORNERS) ° KA PROJECT NUMBER: STRIP FTG, s _ e - D.D 6.IF STEMWALL IS WITH IN 5'.0" OF POOL OR WATER FEATURE FOUNDATIONS 21-6776 COMPACTED CLEAN FILL ". �,'s! 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. ' IN NM 12" LIFTS B.R403.1.4 MINIMUM qgOT{. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS STRIPFiG. W/ QTY OF "MIN. COVER a -SEE NOTE 5 THAN 12 INCHES (30t MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. REINF. PER SCHEDULE b �- Sheet: Of: WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO (3 SHOWN) SECTIONS R403.1.4.1 THROUGH R403.1.4.2 301 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL. FMASW I STEM WALL SCHEDULE INrs FOUNDATION DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,277 x 3 = 6,831 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRLPOOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 1 400 GEN UGHT'G & RECEPT. +APP CIR. = 35,381 SUBTRACT 100 % OF FIRST 10,000 -10,000 A= 25,381 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 (AO x 25,381)=10,152 + 100% OF "B" _ (20,000) = 20,000 TOTAL WATTAGE=40,152 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 167 INSTALL FAN ("�( BOX PREWIRE,,I 1\ 1 , O INSTALL FAN BOX PREWIRE INSTALL FAN BOX PREWIRE 1 ^ WP GFI CM GFl ---------- ------------ GFI 1 / 220 I O FOR HOOD INSTALL FANS GFI i O Gh BOX PREWIRE L J W' J GPl I I I 1 m I \ II I, I� INSTALL FANS BOX PREWIRE O 220 T y I GFI -� III GFI, II L —IJ ' L _ � IJ _ r , n I 220 W H. VERIFY COMP. LOCATION W/ BUILDER WP GFI 7 INSTALL FAN /BOX PREWIRE It 1 p•'/yam / - \ �'y I / � I I I v-v I I Fl FOR O/W ATTIC ELECTRIC All- — — — — — — — — OCATED IN n IF Rf�Q'D BY CODE - DJACENT CAB d. cA GFI .;:.. GF C=D Q=� - FAN,� w IPREWIRE —01 1 „ - \ ------------------ • I , i I � I I c / — — INSTALL FAN ` \ X PREWIRE r GFI • 111 I / \ @ 42" A � WP GFI , 4 NOTE LOCATION OF METER AND PANEL BOX / ' III TO BE BY BUILDER. IF NO GARAGE SEVICE ----- ' DOOR IS PROVIDED A DISCONNECT SHALL ATTIC ELECTRIC III " o BE ADDED AT METER LOCATION.. IF REQ'D BY COD / • / GFI lil III --------'-- W / / m c ®42" 11� _ — GFl. GFI (bF COACH LTS. FOR GARAGE / FOR ELEV. __-_ FOR GARAGE ' DOOR OPENER // "C" ONLY ' __________________D__OOR_____OPENER_____________________ � � I PLACE COLUMN COACH LIGHTS ON WALL BEHIND WHEN GFI CRAFTSMAN ELEV 42" ' / IS USED HOSE BIBS 1 �. NOTE: i KEEP COACH LITES OUT OF BANDING, QUOINS, AND / ROUND COLUMNS WHEN - / - POSSIBLE, REFER TO ELEVATION - --- - - '� COACH LIGHT FOR TRIM, COACH LIGHT �- — - — - -- COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALLTRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3, ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY.:. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING &ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314A AND LISTED IN ACCORDANCE WITH UL 22.7 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA70 (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. 1.2. 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 LANKY U D ROOMS AND UTILITY ROOMS OF M 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 CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT t4 FOUR-WAY SWITCH $DM DIMMER SWITCH lU FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE III— TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET y W�,I, GROUND FAULT INTERRUPT ua ' 2 DOOR BELL CHIMES W WP WATER PROOF W/ GROUND FAULT U 220 VOLT OUTLET (9— DOOR BELL ® SPECIAL SERVICES OUTLET DISP p DISPOSAL T.V. CABLE OUTLET DISCONNECT SWITCH . TELEPHONE CABLE OUTLET SP III PREWIRE SPEAKER RECESSED LIGHTING J JUNCTION BOX (WP J WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN 0 LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT C INTERCOM SYSTEM ® L.E.D, DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEgED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE � 200 = 21O COPPER OR 410 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYPELECTRICAL '#12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #BTO HVAC BONDING TERMINATION #4 GROUNDING WIRE WDH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W1 MIN. B' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. REVIEWEpI FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCCI OWN G NS to•'x•a v •, SO r •., F L .r r °/rFdllliilOLE`��- > m a G 2 m gg g N m00 }}}44444}peeee ��55 sgsg DLi WHE acO oam:" WNAog ii a my tc ZZ �ws�� W�fMu m 0 J g z- d ¢ K ppp a y'E3� O C ¢aJ N 0 V 5 WWv.FDSENG.COM ❑ ❑ ❑ O Z po Z N W d � J N 0- -1.0 Z m CCU y TLS Y.1 C ( p w f fI ZD O ENE r OOp y� • V y01�o y �OO d aduo FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Ivl Job Information: 0 z �L0 In LLJ O In m M W Za .O 3m m ai U 00 y d OJLuz) o J m U) Cn u- VI Model Name / Number: 2265 ♦ Plan Issue Date: Monday, June 14, 2021 ♦ KA PROJECT NUMBER: 21-6776 Sheet: A Of ELECTRICAL PLAN TOP OF BLOCK W'Dq V HEAD HOT 0 x ro 23 SH 25 SH FIN. W Drr Roes Vwr LITE TEXTURED CEIVENTITIOUS COATING 48"OFF RIDGE VENT 48.OFF RIDGE VENT 12 6 TOP OF BLOCk LW_qg kO HGT 0 D dD io FLR. RIGHT ELEVATION "CR" SCALE: 3/16" -1'-T 12 6 CP OF BLOCK VPDO HEADH(iT 4 m RN. FLR. LITE TEXTURED CEMENTRIOUS COATING TOP OF BLOCK _ TOP OF 8L 4 50 WOO ED HEAD HGT FIN. FLR. - ■ DEL 25 SH LITE TEXTURED CEMENTRIOUS COATING 25 SH W'DOW H N FlN, FLR. D HGT — - E DBL 3050 SH 2650 SH 3450 SH 2868 BRG. @ DINING RM. c �r BRG. @ GARAGE o a o F.F.' REAR ELEVATION SCALE: 1/4" =1'-0" 12" x 22" — DECO LOUVER (TYP 2) 16 X 7 OVERHEAD DOOR i 8 X 7 OVERHEAD DOOR q i 12 4H'OFflIL6E V@i 6 DOL 26 SH 16°TRANSOM VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 nut eq inches of vOnting needed equally for Intake and exhaust Soffit product provides 4.12 net sq in / sf I Ridge vent provides '� 18.00 net sq in If Off ridge vent provides .I 138.00 net sq in / sf Overhang distance- I 1.33 ft S.F. of Area to be vented(sr) 3256 s.f. Total needed for exhaust for upper 1/3 781 net sq inches Total needed for intake (soffit area, lower); 781 net sq inches N umber of Off Ridge Vents for upper 1/3 needed 6 It. of Ridge Vent needed (can be used 1n combo with OfiVf" ;. 43 Lineal Feet of Soffit needed to meet required "G 142 —I c c ,'-1 :, .. :ass TOP OF BLOC W'DOW HE HOT 4 w RN. MR. LEFT ELEVATION 'R" SCALE: 3/16' =1'-0- REv IEWEFOR 12 CODE P COMPLIANCE 6 ST. LUCIE COUNTY EOCC'I ITE TEXTURED DECORATIVE CEMENTITIOUS COATING BRG @ ENTRY T.O.M. W'D W HEAD HGT ICI ICI , ■■■ ■■■--= ■■■ ■■■ _ ■■■ ■■■ _ ■ioI0001111 . •tee g FINISH ' ' ciTi oia FLOOR FRONT ELEVATION "CR11 SCALE: 1/4" =1'-O" PENS 2 Q `y0 63 •• ,F�`� A •ue 0FESSt0� m g99 � q) ((Vpp O EP FaomWZo iNyN13 m ¢wm awam�m600 k ati Eli a•pCi M1 uy mVas LLZ�3 2a W1m LL 2 Mh0xgy3J¢e £ WWW.FDSENG.COM� ❑ ❑ z � LO z $ � z •O J N a .1 Z N t!5 ro w d / — �J. W 2 (A c c m 0 z 00� I' ffi o Q N DAMS "OMIJIS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE f Job Information: FILE COPS` O Z N c-i � LO W m N U M � a 3 E 4 N eo 'a ® ® J W DO LE / Model Name / Number: 2265 / Plan Issue Date: Monday, June 14, 2021 / KA PROJECT NUMBER: 21-6776 Sheet: Of: ELEVATION - CR -m FOR WIND SPEED$ < 155/0 MPH * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 201.0. MAX 20 '-0" MAX THICKNESS IS 15/32".) IF 18/32" IS SEE DET. TB03 USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS FOR WIND < 155/C M G.C. TO PR BLOCKING W APA RE FOR SPAN SHEATHING SEE "HIP R C BLO KING" 0 W a_ x k a C� BOTTOM CHORD GABLE END BRACING @ ZOP CHORD 2X4 #2 SYP. 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST(4)BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN I NTS DETAIL TBOi Due mill !rA rii PON I I logo 1111 11110 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 C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WINDAREA (LE) VALUE DENOTES PRESSURE (SO FEET) (-) VALUE DENOTES SUCTION [4:12}[12:12] a-aIL AREA ROOF 1 2e 2n 1Zr 3 1 3e 3T Lee 11 HIP 49.98 68.93 -6&93 68.93 a /� 10 GABLE 1 -49.95 1 -49.95 1 -79.64 1 -79.64 1 1 -79.64-102.64 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): T 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 INFIELD ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: Q Q SHINGLE: 1232" EXP. 1 (422o) r TILE• 1a3j'EXP.1(4'20) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 SB" x 0.113") NAILS m r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN ]A92", SHEATHING SHALL BE FASTENED I,a IxB I� WITH ASTM F1667 RSRS-03 10d (21/i x 0.131') NAILS OR ASTM F1667 RSRS-04 (3' x .120") NAILS fix(' e=4ft 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 14:12]-[12:12) @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS Wl BLOCKING PER NAILING. SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLACKING AT ALL EDGES A MINIMUM 1j" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN V. O NAIL AT BASE 2 ROWS @4"O.C. w/Bd COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @4" O.C. w7 Bd COMMON NAIL. © NAIL OPENING PERIMETER W(2) ROWS 0 N'O.C. wfBd COMMON NAIL. O NAIL INTERIOR AT WO.C.w/Sd COMMON NAIL O STAGGER ALL VERTICAL JOINTS & NAIL @ 4' O.C. W/ Ed COMMON NAIL. O PLYWOOD SPLICES@HEADER - NAIL SHEATHING TO HEADER W Ed COMMON NAILS @4" O.C. (2) ROWS @ TOP & SOTT. © (2)8d NAILS 03"O.C• TO EACH TRUSS END OR VERTICAL MEMBER IF GABLE END. B I EXPOSURE SHEATHING PROVIDE BLOCKING I II It AS REQUIRED PER I it II SECTION X-X IF NOT FULL HEIGHT SHEET - © FLOOR SYSTEM 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTI 3/4' SINGLE NAIL EDGE SPACIN NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2112'. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN }" (2).2x TOP PLATE BEYOND ISQ2" OSB EXPOSURE 1 ISHEATHING II II 11. II SOLID 2% BLOCKING II rl I. @ALL SHEATHING w 111 111 II II II I III EIXE III II 11 (SEESECTION%X)OPENINGJ Tv--- III C. IT IIL--x-L- aO� JL_ a_ III 11 E I III III _t7.____,T-� III II II II I II II II I F STU NDSBEYOND. W B IIII IIII IIII I I II IIII 11 II IIII 1111. I II If II II II II I SEE PLAN 3=-' III IIII II 11 II If LIII 11 11 IIII I 11 I I o� IIII IIII II 11 IIII I I 11 1 II I II 11 II I If II II J y� IIII I I 11 1 II I 11 II II I IIII 11 II I Ilu II II II I Hg$ a�FgF..¢�¢ yFF �O Wso c10 �i4 --2x4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/18" FLITCH PLATE TO W/ (2)12d TOENAILSEA END, NAILFLITCH PLATE TO VERTICAL WI (4) Ed NAILS (2) SO NAILS @ 3" O.0 _V VERTICAL BLOCKING SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATIO AND NAILING SCHEDULES N.T.S. (9) 10d x 1-1/2 A01, 821<� - ;: L/M 'R, ,_ -�89 #nrleds-uHETAIS jkioAf H�A16; .9,8�0#j gbap /1$1�U#-(18)10dx1-1/2', - -, 910dX1121i A02-A04, 69C-B13C, D21 Lim "862 #ur fe&3 . ` HETA16-J WSOAj H10A 1810#f1040#{ 046# (18)10d 71 18 10d X 1a1 " 37C L M . R 1 ��21Z #'OTI s� Tk E6 2 Z HETA16 2 HT$2a HETA16 /() 1) 1) /. �236 620# Z3 5# & 2 6 S J % 48 lOd x1-1 2 ( I ! 12 16d D9 -D79 - L1k""'- - -795 #Or Ig55-: H@iA16/H10A10d 1'i81A#IY040#-� 9 - (I lOd x 1-1 1Z r' j 9 2 iloa X 1-1 t / G7 - G19 L/R, -5,30%#Drlesfi '. , , HETA16 /.HETA16 ' ;.1810#11$16# - (9) 10d x 1 1/2" ) 910d x11x12 815 -B19 U/-M"J-R ,89211Df (ESB' H H1aA P is E.bf 1 ER TR SNIFR i 1a . ia4ou 8 7EJ(18) 10d x11/2'. D7 L1&I -1$O4#O11es5 - MHIETA115,117)IM2,Q 2365#12620# (12)16d- `. _ ,; ,. 48 lOdxl 1/2 (18) 10d x 1 1/2' M MX=J55#D L �M. R ( less H1A '" H A 0 - 10 H1 A! 0 a d 40# 104 # 10 0# 10 1 18)10d x112', ( ) / . .. - 1810dx1-12 " M01, MX1 L/R 387 #Dr less -. , , H10AIH1aA „ 1040# 1040# , / 18 Ind ( ) 1 .> - 18 Ind x 1 1/2 (24)10dx1-1/2'. -. 1 M6 l 8 Tes HT SZ . E7 / 1 1A J1 1 9 10d x 1-1/2" GX to -10 PLf Ghlefi,6' NAIL$ .. 830PLP" (1)16d@4"O.G� VER GE0tot /S-4 PB EEL CONT ,q91;#gr,lBss „ PER TRUSS MFR. B7C 613C D7 COLUMN SUPPORT CO ' 0# F1 S �'212 D - I'St OTT2Z' � 214 # 5 1/2 WA. 3` 0S SCREWS ' TRUSS MANUFACTURER: PROBUILD/BFS DATE OF LAYOUT: . DATEO�TRUSS'CUTSHQETS: 4/2i/21:1 L=LEFT,R RIGHT&M=MIDDLEBEARINGS -OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE TYPE CONNECT0R6FABTENERB BPF SYP CONNECTOR&FASTENERS SFF SYP FRAMEM HETAI6W[O)IDd.I--mWAI 5 W(IDIWx 11W ORMASONRY 18T0 HETAM W(NOW x1 VT 1910 tHrmw/(10)10dx/1/Y'ISM FRAME TO H2.6AW(10)8d NNLS an fiM RTTA.1(IU)WNALS 615 SMFRAMEFMME [MAIRK TO H10Awl(Y9)10d"WtO1a 1M0 RTAWD7)IWx112-9M lam FRAME HIOA2W118)IMx 11/Y'AT2PLY TRUSSES 10900.TI6-2WN0RSS 117002PLYTRU88E8 835 IND FMWTO MTS13w#14)IOdx11W[AT EMFAIdi MTW12W(14)1W x112'(ATExTENORFRAME LOCATIONINCLUD6(3)12d TOENAILS) SM MO LOCATIONINCWOE( iW TOENAILS FRAMETO MGTW(22)l0dNNL9ANDM8' A,TR.WI£'0130 99M MUGTT6W(28)1DlNALSANON9"A.T.R.W�� 1983 MASONRY EMSEDMENTW91XP9ON'SET'EPDXY 12 EMNEDMENTWSIMPSON-SET-EPDXYFRAME TO H7MO W(24)IN. 1 lfY'WT E)(TEMOR HTW20W(4)IAdx 11W(ATEXTERIOR FRAME LOCATIIXJ NCLUDE (912d TOENAIL$ 1Ua 1310 LOCATONINCLUOF(3E2d TOENALS 12M 1M0 FRAME TO (2)HTWOWM1I)1Ydx11/2•(ATEXTERIOR PI NTW20 wl(48)1Mx11?'1AT FMENNXi FRAME I LOGTIONINCLUOED1E2d TOENAILS 2,18p 2931 LOCATOHINCLUMOB12d1`09NAILE(EA) 2570 30M HOT4w/1810d NAILS AND 58'A.TE. D) HUGT2w/ 81Od NNL8AND 5B'A.T.R. O 4? OG HRMIE TO MASONRY '8ET' W 12EEPMOBXYDMMOMT3w 4M80 viz-E S"ST' 1020 9TM FI OSIRM3PSPOLYN) EPDXV(HUG7MFORSPLY) FRAME FGTRW(IB)1/1Px3"SMWOODSCrd:WS RFU6Wn2)WS WX09OWffl AND O MASONRY ANDT4112'x6'TITENHDAMHORBOLTBRm�p 4/25 (4)&Yx8'WEDGE-ROLT J1M (1) LGT2 W (1611 W SINI�RB FRAME TO dmYM x01N"TREN2 `e030 MASONRY OEE NOTE#0BEL0 © FRAME TO MASONRY/ LGT2W 21W SIN(ERS d 4 RI Is l 0 1 IH"x21MINWER (2 PLYTRU99) 40M4& LwnW ffi IOU SNK9M& 1 (� WIN) I S) iM"x3'VlFDOE.80Li (2 PLV THll99)MOO.F 3100M 31 M4a FRAME OR(2811WSINKERSFOR WE(EA) 3770-F ORIN) IWSINKERSFORPRAME(EA)FRAME 4626E TO (Zj LCTT$WQ4)1/4'x3'90B ECPEW9 8(8) W6'x5" TTIEN(2 PLYTRUW) (2)LUBMw/R4)IWx2IWW326MASONRY/ SCREWS 8(4) Wr x9'WBI2 PLYTR(19B) OR tW MNNER9 FOR FPMIF (62I (EA) BMB7B0.F CRFB 16dSINKERSFORMAMEEAFRAME ( I ( )SPAM 64480F1 7n50-F40 TO HU410 OFT HUUIO W(19) IOd&(10; 10dC928M HM10 OK HIN11DIF W(20) ISO &(10) 10d 43,1'30& BEAM HAMS U#/3M MILD UA w BEAMTO HU410 OPT HUNTS w/(18)TIMN 0044E00 HU10 OPI IW1gF W(20) 1H-.T GYJ3'., ©. MASONRY 1M"xll M•&0010d NAILS U91800 WEDGE-eMT&10)Ica NML5 UNWD L2 O T BEANTO MASONRY/ HU46OPTHUU9W RMNAILS& (&) 1 MA6. (2) Trd ) O p1ED V#BBO GN3000 U#NM HU60PiHUMW BIW NML93 ( ) 1 ITC ) 21/4' (OM r3Yea W (w,201 U#MO FRAME 2)ISO&M)IM(F OR (1211W 8(311W(FOR FRAME) SYQF BYP44 ISO&O1 Od(FE FRAME) (YZ) 1W &(8)10d (FOR FRAME) F SY0.F 9YP4r FRAMO R)IET.AISOPT NI HETA20 192D 19 D)HTA16OPi S HTA2D I8)0 OO MASNR 1-0LYw/110110dx1L"OR 23 2 1-PLVwtl11/2OR A3M 2RVW 2 Y9i 2-PLY.(I )iBd W3M16 W (8110d NNLSAND (4)1N'x21/4' Ma 1110 HTWM16 W (M1 W NALSAND (41114'X1 W- 1I46 INS FRAME TO TAQRONS WEDI BOLT O MASON" HMMM W(10)10d NAILS AND(4)1/4W 1M" SM 1110 OR HTIMMO w/(I O)I M NALS AND (1) 114W BM" WEO -SOLT 1146 INS OP FRAME TO H10SW(0) adxl12 NNLSAM (2)3,TM" 780 010 MASONRY TRAM FO FRAME M OTT22W W"x11/T'9O9 WODD M T aIW' UPW91aWOOD DarzW 0 O M,180NM 9CRESIMPSO 1 ET-(WEMcTEOXIEDwI. ( ) 1135 a 21fi SCREW9ND'11/YS AT R.EPONEOW O 1510 IB35 SI(Ma NIrlS SIMPBON"SEI'" SEE NIUSM R(AMETO ISO MILE AN (1 HTT6 .R EPCMED2-SIABBAN-aLT1 'B HTTAT.R. 1XIEDWVMLSN% RO M�0Ni0, PBON "BET' AT.ROSE 437a 5080 518"O AT.R. EPO%IED WEOW) SET' ' BOOB NOTEAB BEE NDIEpb BELOW SEE NOTEM BELOW) FRAME TO HR4W ISO In -NAILS AND EATS (1 > () NTT 1E 1M# 1WN AND1 ( ) 11 9 O ATA. W SET' 3940 42M SIBS AT.R. EPDXIEOw/BIAB'80N '6 ET' XT. MPS 41M M0.9pNRY ENOTFUSELON SEE NOTEa4 BELOW BEE NOTENI BELO �{ FAME To FR MOSWW)1wxI 12-NAILS TM 910 LUWl W I23)WxI 12' NAILS B7d 1048 FRAME HM9KTW(4)1l4'x112"6OR W000 PrOw W(9) Iw x I LIT MLEA MASONRY SCREWS &( 1'Z12V4'TAPCONB 70 7M (4) IMx1 Y4-TAPCONS 13M IBM TO W3TW(I8)1M'XY6DSWOOD 6CREW68 OFRAME MASON" (I)NB'BA.T.R. ELO%IEDWBIMP60M1"SET' a66.5 4WD W 12' MIN, EMBEDMENT FRAME (2)VGTW(32) 1AN? WOMOD SCREWS OW MASONRY a(2) a1WO A.T.R. SMMED W SIMPW 51n rw 'BET' W Ir MIN. EMBEDMENT MOT DB) 114W ADS WOOD BCREW68 MWTi6w/(i2)10d NNLB&HTT45W(18) OFRAMETO FRAME HDLI48D925 w1 (10)1M'M 12"SDS WOOD 3286 46M 10dNILSAR)NB'BAT.R. _ 4160 SLREWbb111 S8"BA.T.R TO (2)HITS- DED 1 WXY 112" NML68 (2) HTrdfi Wl(W led'Y21/Y NAILS OFRAME V FRAME 11)6N"BAT.R.ISEENOTEAj 4373 5090 &(RWOA.T.R.ISEENOTEq) Elms GPu e, rnx"iPCrnR n..m i. CONWOTALLFLOORTRUMESMINMRIORBEAMNGWOODWALLS/BEAM6W(2)JUTOENAILS. 2. ALLTROSSTOTR MCMM"ONSAREPROVIDFDSYTRLIBSMANUFA MR,UN.00NPIAN. S GC.MAYUSEEITMR9MPSq OR1J9 NNECNON9,MEFRAMINOPLAHFORCONNECTORCN OUT. 4. FOR SINGLE PLYTRUSSES, SCAB ON FULL NEIGHTSYP#1TWTOTRUSS VERECALWEBW(2) ROWSOF iW NAILS a 7 O.C. STAGGERED. S. 12'MN.A.tR. EMBEDMENT@ CMU BOND SEAM U.N.O. & SCAR TRUSS CHORDW4'{1"NSYP#2(MATCH CRORD LUMBER SPE)wl(P)ROWS Ra@4' FROM END& 4' O.C. STAGGERED; CENTER At CONNECTOR wCATION AS MUCHASPOSSBLE. AO MINNIALCONNEUMUNOONFRAMINGPUAN 1. CONWCTICNFOR MOFIFLOORTRUS�STONM9CtWWAM91LINIEL911CFWNLSUNOONRAN 2. CONNEGTIONAT24"ORU'O.C.PENDINGVERTICALSFORA FLOORMUSMSPARALLELTOM AIRY WALLS SEE DETAIL M1213.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP LACK (DORMER JACK) TO MASONRY WALLMCF WALLSILINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BMW M TOP OF MASONRYAT M' O.0 MAX. W 12) AT EACH CORNER.O.C.TOVMIFYLOTATIONDOESNOTCONFUCTw JIOFAPPLICABLE)LAYOUT S. CONNECTALLPLOORTRUSUSMINTERMR MNGWOODWALL/BEA1(2)IMTONAILS O MINMALCONNECTORUNOONFRAMINOPLAN 1 LONNECTdHFORJALKTRUSSTOWOODWAILORBEPA ©MINMAL CONNECTORUNOON Fl4AMINtl PLAN 1 CONME MFORALLTRUSBESTOINTMOWEX MORBFARINGWOODWALLSAM*RBEAM3 ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH[ SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL. PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING 15 TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN S" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 IF ROOFTRUSS LAYOUT SHOWS SS,T IHAS 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 ReVIEWED FOR CODE COMPLIANCE ST. UCIE�+COUNTY REFER TO ROPOCO PLAN & ELEV'S. FOR O.H. DIST D - -METAL DRIP EDGE C.M.U. OR ICE WALL 2 x SUB -FASCIA SEE TYP. WALL ---- w ALUM FASCIA SECTION 2n2 #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, TYP. (**) (* * *) BLOCKING W/ (2) 12d NAILS CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE. 2. 2x2 #2 MIN. P.T. W/ J-CHANNEL SECURED AT 24" O.C. FASTEN TO CMU W/ 3/16"x3" TITEN 2 AT 16" O.C. (IF WOOD WALL, FASTEN W/ OA49"X32A" AT 16"O.CJ 3. (F) CHANNEL APPLICATION: 2x2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVAL FOR INSTAL.] ANON DETAILS v c Rio CD It 0 ffi " F p IN w LO CD 1- geW "� N In W .00 �R9ate' BRX LL LL LL B A�T'ti pdi m.�E w a F Q"9vl>L� W uj N. # E Z m i OF O SSE$ LL oN OU N O E g25 W U J N s p. _ r R '� � VA POSENG.COM ❑ ❑❑ zR O Z N NQQ < j ¢ D v7 `-I In 4 Z N Lt) () M Q y Er!w {'� 0 I. . 71 0 w L/1 c d r U ENE mom, 60 <.NO bD O DA S EfOM -R.ORIDACONTRACTORS LICENSE NO. CRC:. 30146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUC_I_E ♦ Job Information: O Z 0 L0 O 0) Uj m / m .4 3 � = m m 1u 01H° 00 a. b J Lj m lo- co w U) GD ♦ Model Name / Number, 2265 ♦ Plan Issue Date: Monday, June 14, 2021 ♦ KA PROJECT NUMBER: 21-6776 Sheet: ^ Of: ROOF PLAN C-CR LINTEL SCHEDULE LINTEL BEAM: - 1 COURSE LINTEL 5 BLOCJA NON-SHEARWALL SEGMENT BAR I GRO5" LAP ( TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL ELK. CELLS WITH 3000 P.S.I. GROUT ONE #5 V LOCATIONS SHOWN ON THE FOUNDATION CONE PLAN AND FLOOR PLAN. FOUNAN MIN. LAP 25" (ACI 530) FOR TOP OF SLAB Ak I M5021 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 W/(6) - 10d X 11/2 SP6 OR SP8 FOR 2x6 AND 2x8 WALLS DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. T RING WALL ARWALLME WALL U.SYP/SPF P.T. W/ " X 8" "1" BOLTS OR " X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO r 1.nln� t..i.1/...nu/.., ter., .� . MS03 •nAnnnlnv nnnl ni nTlnAr mCTAII N.T.S. 20" MIN. LAP #S REINF. qq BAR #30R #4 REINFORCING 7� BAR #q &#41 AP SPII. ice" I 25" MIN. LAP #5 STD. 90e HOOK #5 REINFORCING BAR #5 I AP SPI IC.F SCALE:1"=1'.O" 3ti M P #6 REINFORCING BAR * GRADE 40 O.N.O. #6 LAP SPL I MSO5I REBAR SPLICE DETAIL - GRADE 40 1 N.TS. ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 21A" 12" O.C. 1 2 x 6 1/4" X 2`A" 12" O.C. 2 2 x 8 1/4" X 2"A" 12" O A, 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER, :PREC.AST- ----- _ .LINTEL w a (2) 2X P.T. > BUCKS W/ 1/2' O.S.D. BETWEEN FASTEN Pr 2X NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I MS11I 2x BUCK DETAIL I N.T.S. LINTEL NO. LENGTH=FT. SAFE GRAVITY LOAD PLF APPLIED GRAVITY LOAD (PLF1 SAFE UPLIFT LOAD APPLIED UPLIFT LOAD PLF COMPOSITE BEAM 0 17'-411 950 PLF 138 PLF 404 PLF 93 PLF SF1 16"M NBMUM 20 4'-611 6113 PLF 1471 PLF 2724 PLF 832 PLF 81`16 -1B/1T 7'-611 2661 PLF 737 PLF 1634 PLF 286 PLF 8F16 -1B/1T ® 7'-6" 2661PLF 1719 PLF 1634 PLF 963 PLF 8F16 -1B/1T 4'-6" 2931 PLF 200 PLF 2724 PLF 105 PLF 8F16 -lB/1T ® 12'-0" 1254 PLF 184 PLF 723 PLF 121 PLF 8F16 -1B/1T 13'-411 1075 PLF 164 PLF 606 PLF 120 PLF 8F16 -1B/1T ® 9'-4" 1843 PLF 307 PLF 1133 PLF 173 PLF 8F16 -1B/1T 16" MINIMUM NOTES: 1. ACCEPTABLE LINTEL MANUFACTURES INCLUDE: CAST-CRETE OR QUAILTY PRECAST COMPANY ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE O PRODUCTS.) O O O 4 O CU 0 O -5 REBAE AT TOF MIN. !U REQJ -0' CLEAR C.M.U. y1 GROY- r = •Y. N ,a, "5 G£BP.R AT BOron - O O=LINTE CAVITY 60rcm RE FrOsicli 1-5/0"401AL PRONDEO k LINTEL NARIFbi 0" NOMN4_ JIIDIA TYPE DESIGNATION P ' YILLCO LIYN'+ROII' / L : Wf LLEP r WAi nt- O^ .6 REAR AT 1507-01 OF LNTEL CAVIY IF SIIFI6-IS/IT J NOH NAL WIOT4 L c,AW11 OF 5 N0 1r,A_ I-EdArt JI REBAR AT TOP MATERIALS I. fc precast Ilnte[s = 3500 psi. 2. f'c prestressed Ilntels = 6000 psi. 3. f'c grout = GOOD psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) par ASTM ego w/ minimum net area compressive strength =1900 pal. 5. Robar provided In precast lintel per ASTM A615 GR60, 6. Feld rebar per ASTM A615 GR40 or GR60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510, 8. Mortar per ASTM C270 Lype M or S. GENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shore filed lintels as required. 3. Installation of lintel must comply with the architecture] and/or structural drawings. 4, Lintels are manufactured With 51/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5, All lintels meet or exceed L/350 vertical deflection, except lintels 17' 4" and longer with a nominal height of 8" meet or exceed L/180. 6, Bottom field added rebar to be located atthe bottom of the lintel cavity, 7, 7/32" diameter wire stimpa are wattled to the bottom steel for mechanical anchorage. 8. Cason -place concrete may be provided In composite lintel in lieu of concrete masonry units. 9. Safe bad ratings based on rational design analysis per ACI 318 and ACI 530 10.1-intel min, depths are called out on Intel plan. If contractor installs a deeper lintel than indicated on the plan, doing this Increases the strength of the lintel and Is approved without engineering leMr, If a smaller lintel Is Installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled I lntele must be reduced by 20% d bearing length Is lees to an 6-1/2". Safe Piece Tor all recessed lintels based on 8" nominal bearing 2. N.R. = Not Rated, 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 Feld rebar. 5. Additional lateral load capacity can be obtained by the designer by Providing addional reinforced masonry above the precast lintel. 6. One #7 mbar may be substituted for two 95 rebars In 8" II nets only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at cl from the face of support. 8. For composi Le lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. REVIEWED FOR CODE COMPLIANCE ST. 'ILUCIE COUNTY R01171( ° "U" LINTEL w/ 3000PSI CONIC. GROUT SHALL BE FLUSH IGS SEE GENERAL CONCRETE WITH TOP OF WALL HURRICANE n R ANCHORS 41 4) (TVP.)= REBAR ON BOTH SIDES 17 OF OPENING U.N.O. PROVIDE KNOCK -OUT BLOCK FOR FIRST ' COMPLETE. CMU COURSE BELOW SILL h FILL SOLID _ W/ (1) 05 BAR FOR ALL - WINDOW OPENINOSO'-6" . AND LARGE 101. STD. 90 HOOK HOOK, 131 i �a w N � STD. 90 DEGREE ylJj N O ANGLE 3000 P.S.I. CONC. W/1 #5 DIA - - TYP. BOND BEAM REBAR 8' x 8" LINTEL BLOCK FILL W/3000 P.S.I. CONC. W/1 #5 DIA. REBAR " INDICATES FILLED 8' x 8- x 16. tI CELL FROM FTG, TO CMU U.N.O. DEAM WITH 1 #5 EAR MIN. SEE FOUNDATION 4-�LE FOUNDATION PLAN PLAN FLJR LOCATIONS TYP. DOWEL 25" MIN. LAP (ACI 530) \w®`yyyyyE� OIW A s � • J�O e F ki •�.••.....•. Ve 13 °Y ` OZ OD w gm W f o t~0 W LO m ti €C� eB a C 0bm 4389g LL LL tJi uJ m = w^m8'p tlI � env r_ Olmm�o A, G. Il ' Q. Q v m- J LL W ' 'S eg yLca� a 3 Xw Y dadrc g�Qo 3 3 LLs isIN ¢ O J Z Nd m Q F gCF sRm@ Ba a oo' 2 -1 rn O O S .1; � 21 W O L)J to WWW.FOSENG.COM aao urb Z o O O N O Z Q N Q Q I i � J N ri _ N Z � tJ7 ro I�FJ 0 LL � O y Ow VT m C6 J o 0 j t 5h 0 r ' Q N O tl0 LQIW JA FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: 0 F- z G � W 0 a00 m i �= z 0mDa oJLLJZ J M V) (1) Model Name / Number: 2265 Plan Issue Date: Monday, June 14, 2021 KA PROJECT NUMBER: 21-6776 Sheet: S./L Of: I MS01I BLOCK WALL REINFORCEMENT I N.T.S. I LINTEL PLAN 2x6 #2 SYP P.T. O W/ (2) +'%NS' WEDGEANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1!2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o "ill BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. o Z—SECTIONAL ® OVERHEAD DOOR -rr WOOD SYP 2" X 6" o o tt`ttjgOWNP/ v TRIM Q 6E 0 2"x6" P.T. WOOD JAMB = U �o,o- DOOR AND CONNECTION PER Is 5 GARAGE DOOR MANUFACTURER GARAGE SLAB ✓�} •, • FL.. TYP. GARAGE DOOR �'�'iROFEsst TRACK MOUNTING DETAIL /�"f/tglfCll{{tt�►\N� m 0 o 0 MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. Sao $ ��gW a 0 0 H q W m r w Lo Chni w OMPM W a. s m a 2 M it LLA w I v - BLOWN -IN R-30 INSULATION PER FBC Q Z ga 0 0 AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES n x W h m 8 & o BLOWN -IN R-30INSULATION PER AT EAVES (FOR VENTED ATTICS) u a; W '' a d - FBC AND ENERGY FORM SUBMITTED 12 FIBERGLASS SHINGLES OR 12 WITH PERMIT APPLICATION ; SEE PLAN TILE ROOF (PER ELEVATION) ! B �' u Z •¢ r OVER APPROVED UNDERLAYMENT$ 91 PROVIDE BAFFLES AT EAVES u " U � SEE PLAN (FOR VENTED ATTICS) o g � .�S PER FBGR 905.1.1 OVER �i FIBERGLASS SHINGLES OR P ENGINEERED SIN 24, 0 CO ROOF SHEATHING - SEE SCHEDULE- e " w�w.roservc.caw ❑ ❑ ❑ TILE ROOF (PER ELEVATION) (RSH] - ON FRAMING SHT. FOR _ OVER APPOVED UNDERLAYMENT ' SHT'G &FASTENERS. ' ° - SEE ROOF PLAN FOR m. g PER FBCR 905.1.1 OVER ARA ' j I r r ''' -'-' r_ - - - _ TRUSS CONNECTION - Z $ ROOF SHEATHING - SEE SCHEDULE- r y;„ '„ ,; TRUSS ANCHOR SEE �� _xv _ Z ad PRE-ENG. WOOD [RSH] - ON FRAMING SHT. FOR. ' VLJ`.-KJJ�.!�..`�.J�.1�h-�.J�. SEE PLAN FOR ) rr. + INFO &LAYOUT DESIGN - Q 3 �f TRUSSES @ 24" O.C. SHT'G & FASTENERS - — - — - BRG. HT. n+n 4 - a U7 (�J SEE PLAN FOR ,'��+ _ 1/2" DRYWALL — '` `H o- -i to ' TRUSS ANCHOR (SEE PLAN) FELT PAPER OR . • n ETAL DRIP EDGE TOP OF BEAM ( , _ I' ai Z N I i r TO BE INSTALLED ON OUTSIDE TRUSS PLATE SEE ROOF PLAN �.V t/I 7, M I u u u v u a u v u u v v u r FACE 3 4" P.T. NAILER • i� 2X SUBFASQA r +� N] -- . I - JCONNECTI'ON INFO � w -o u :�. SOFFIT. SEE ARCH. • , - — - 1/2,r DRYWALL PLANS f6 -0-METAL DRIP EDGE CURTAIN NAILER 6 8 x 8 x.16 K.O. 0 w 1/2" DRYWALL SUBFASCIA i x 4 P.T. @ WINDOWS LINTEL. BLOCK : cm CONNECT ALL 2x STUD I x 8 P.T. @ S.G.D. n O.H. W/ (1) #5 OLh REBAR & n TO TOP PLATE WITH (4) n 3000 PSI CONCRETE ' U e N E 16d TOENAILS SOFFIT. SEE ARCH. n SEE ELEV. $ .� PLANS. PRECAST "U" LINTEL u ' �- 1/2" DRYWALL SEE SCHEDULE a HB&G COLUMN WRAP OR SEE PLAN FOR HEADER SIZE 2X4 #2 SYP P.T. FRAMING r9j u W/ MIN 7j16" O.S.B. < of v.x_ V SHEATHING ATTACHED PER Q or o e°o 0 l NAILING SCHEDULE OPTION 15/32" OSB EXPOSURE i ON SEE FLOOR PLAN FOR MAXIMUM _ O.H. EXT, WALL W/ ALL EDGES BLOCKED. 1 ' DAMS HOMES1' ' W ADDED BELOW THE - 2X PLATES MAYBE HE HEADER W/ EACH SEE ELEV. SEE TB33 FOR NAIL ATTACHMENT. � COLUMN SIZE &BASE ; i co PLY ATTACHED W/ (2) ROWS OF i6d (OPTION) STAPLE: 16 GA. 1 3/4" ! CONNECTION INFO. A FLORIDA CONTRACTORS LICENSE NO. CRC13301¢6. NAILS AT 8" D.C. STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. ' ' �++ ALL BEDROOM WINDOWS, REBAR W/ 3000 PSI ¢ SECURE 2X4 P.T. BOTTOM 3000 GULFBREEZE PARKWAY n CONIC ALL LOCATIONS ; ; PLATE w/ 5/8" x B" GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN H ' ' p SHOWN ON FOUNDATION ' ' �IN (G.G TO VERIFY W/ FLOOR PLAN & FLOOR PLANS ANCHOR BOLT SET E LOCATION OF OPENINGS IN N i i SIMPSON HIGH -STRENGTH DIVISION LOCATION: EXTERIOR WOOD WALLS. 1F NO H 1 ' EPDXY 6" MIN. EMBED. OPENINGS AREI WALLS. IF r i PORT ST. LUCIE STUDS ARE REQUIRED). ! °. r o REVIEWED FOR ♦ Job Information: NOTE: 44" MAX. SILL HGT. ON x p ALL BEDROOM WINDOWS. y�a.•�+ ^V M^PLIANTCpyL. WINDOW STOO —VINYL FRArMED WINDOW ST" LUCIE COUNTY X 39 CEMENTIT[OUS DECORATIVE PER SPECS n PRECAST CONC SILL SQUARE CM BLOCK BASE W/ FINISH 7/8" THICK PER ASTM n (4) #5 VERTICALS FILLED SOLID ; g��1x4. P.T. WRAP or BAND C-926.98A a SEE ELEVATION FOR MORE INFO 0 �'� COPS PAPER BACKED FOIL R-4.1 u 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL v 1/2" DRYWALL MORE INFORMATION). SEE TB13 PER FBC AND ENERGY FORM - U r EXTERIOR FINISH - ON SHEET 6 (SEE ELEVATIONS) C SUBMITTED WRTi PERMIT ! z � .� LO FOR NAILING INFORMATION FOR APPLICATION ,O _ 07 R-13 INSULATION AT EXTERIOR WALL SHEATHING. 1 x 2 P.T FURRING FIG. DOWEL #5 DIA REBAR W M +� 1 WOOD FRAME WALL PER FBC 17"EX EN CONCRETE . ABOVE P.T. ZX #2 SYP. BASE PLATE 1 x 4 P.T. AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER SEE FOUNDATION 00 tl 3 E �• EXTEND (ACI 530) ABOVE > 00 2 � m WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. SLAB. ALL LOCATIONS SHOWN PLAN FOR FTG '¢ MIN. 6" FROM END -SEE WS07 SIZES AND WOOD BASE ON FOUNDATION PLANIL �v/ ' 1 CL SEE FOUNDATION PLAN WOOD BASE FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR LOCATION ~ y U CA FOR SLAB INFORMATION - — - - — TOP OF SLAB. _ — ' SLAB INFORMATION _ _ TOP OF SLAB— - _ - _ - — - _ _ - _ - _ J 'W'/^� r=r/^� 0 m w (n R to ♦ Model Name/Number: GRADE GRADE - 2265 {• -_� ' i• n ail CLEAN _ o ' SEE PLAN FOR _ N • ^ • '•• • I ® Planlssue Date: COMPACTED - w 4a RE -BAR QUANTITIES' FILL - }•'.; : .�: ° ` m `�I ` Monday,. June 14, 2021 • SEE FOUNDATION PLAN SEE PLAN • , �_ - P 16"• • ' FOR FTG REQUIREMENTS SEE FOUNDATION GU � KA PROJECT NUMBER: PLAN 21-6776 Sheet: S 2 Of: WS02 I TYPICAL WALL SECTION EXTERIOR FRAME 3/4-=1'-0" WS01 I TYPICAL. WALL SECTION - 8" CIVIL 3/4"=I'-0" CD23 I COLUMN @ ENTRY - CRAFTSMAN STYLE N T S- TYPICAL FRAMING �— DETAILS i WHEN REQ'DRECESSED PRE -CAST LINTEL 8" D BLOCK TIEBEAM ' STRUCTURAL W/(1) 45 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ I SHEATHING TOP TO ALLOW CONT. 2x4 BLKNG CLIP EACH TRUSS AROUND CURVE. MIN. 2 TITEN (SEE ROOF PLAN CLIP EACH TRUSS ANCHORS TO 2)LS FOR TYPE) (SEE ROOF PLAN FOR TYPE) FRAME OUT TO I BLOCK EDGE FRAME OUT TO LINTEL BLOCK EDGE ONLY (SEE PLAN) I IF NEEDED. SEE PLAN EXTERIOR SHEATHING ' I ATTACHED PER NAILING '• 7/16" O.S.B. �'- 2x8 W/ (3) 12d ' EA. SIDE TOENAILS EACH END SCHEDULE T013 ON , ' SEE PLAN FOR SHEET 6 � STUD ANCHORING: BEAM SIZE STUD TO TOP PLATE: 2X BLK'G. /16" OSB W/ 6d INSULATION AT EXTERIOR ; INSULATION AT EXTERIOR SIMPSON SP4 BC TO O.S.B. NAILS @ 16" O.C.. WOOD FRAME WALL PER FBC ' WOOD FRAME WALL PER ITT EIC / TO SIDE & TOP NAILER I WITH PERMIT APPLICATION I 2 X 4 SPF W 2 - 8d AND ENERGY FORM SUBMITTED AND ENERGY FORM SUBMITTED EA. END WITH PER MIT APPLICATION , EDGE VIEW (WHEN EXTERIOR WALL IS 2x4 SPF CONTINUOUS (WHEN EXTERIOR WALL Hi AT 16" O.C. EXPOSED TO INTERIOR SPACE) BLOCKING ATTACHED EXPOSED TO INTERIOR SPACE) 2 X 4 SPF 2 X 4 P.T. ' TO 7/16" OSB W/ (2) 8d AT 16 O.C. STUD TO BOT PLATE: NAILS. SEE DETAIL ABOVE EXTERIOR SHEATHING SIMPSON SP4 ATTACHED PER NAILING SCHEDULE TB13 ON SHEET 7 AND 7.1 I I I I ; LINTEL 2x BUCKS SEE MS11 i i n 'Ul� 1/2" X 8" FOR MORE INFO NOTE: HOLD FRAMING 1./2" ANCHOR BOLT BUILDER RADIUS FRAME FBACK FROM FACE OF OR SHEATING TO BE FLUSH OCK @ 32" D.C. \�aO11fA3)PfDi ' AS REQUIRED WITH BLOCK FACE 8" CMU WALL ?,OW ••••• ., IL WINDOW OR DOOR OPN'G� N P', r Nc, •I �V 0 m WF01 DETAIL @ARCH WINDOW FRAMINGFr 14 KNEEWALL @ENTRY FRONT WALL 1/z"=o" N.T.S.N.r.s.3/4" =ro" ] WF21 KNEEWALL @ENTRY FRONT WALL PROVIDE 2x4 ON TO dP/P�4/� ROPE&91 OF 2xB TO BLOCK OUT 2 ROWS 12d A/tIUNOl09m4t \ TOP PLATE ATTACH w/ $" O.C. UBLE 2x4 (2)12d NAILS O.C. coTOP PLATE - STRUCTURAL SHEATHING (SOLID BLOCK w/ 2x6) q8* 0 •\ �� - 7/16" MIN. NAILED W/ Sd M/�y COMMONS @ 3" O.C. @ 2x4 STUD EDGE & 6" O.C. FIELD RUN PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OF SPLICE BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 SEE GE05 FOR \` I TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE STANDARD ` I ` SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE `� I ` (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING D l� I�� TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 " I \h `�` *NOT REQ'D. WHEN QT SYSTEM ISAPPLIED 2z4 w/ 2 ROWS OF STUDS) 00 12d NAILS @ 3" O.C. WOOD BEAM SEE SIMPSON HUC410 OR 2 g ° F f , TOP PLATE TRANSITION PLAN FOR SIZE HUG21D () Z ,i TO BUILT-UP COLUMN �m V$n �� w PIPE OR DUCT w/ OUBLE 12d _ w PENETRATION THRU TOP SPLICE , - ",l SUPPORT COLUMN BUILT-UP MIN.Lo 4 +1 y TOP PLATE w/ MORE (3) 2x4's OR 4x4 W/ (2)-10d 5 g � Q m LL . y O THAN 50%OF TOP NAILS 03� ¢ I , (3)2x 's 8' D.C. EACH PLY ° w a w LEA ROWS 12d. ' ' (SHOWN AS 4 x 4) » " Q z t.d z O 2X TOP PLATE TO 0 PLATE WIDTH INSTALL @ 3" O.C. - X3GABLE fND W/ 16d SIMPSON PSPN518Z � c OFWI. I (2) SIMPSON HETA20's F W� m q@° M p8y I I goy" , �.aJa w/(12)-16d EA. TO COL, M f p NAILS @6" O.C. w/ (12) 16d NAILS TYP. M,,''' TOP & BOTT. ,.� ++ ALT: (2) MSTAM36 STRAPS� BOTTOM: SPLICE TYPICAL BLOCK �',.WALL� `.�, Ea TO COI. 2 CENTERED W/ (13)-10d NAILS 8 9 19 o w o NOTE: @ ALL CIT. CONDITIONS ATTACH 2x STUDS OVER STUD s 5 N TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. •„ TIE BEAM s ". o W SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ § WWW.FDSENG.COM 11 El 2X4 STUDS @ 24" O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SINGLE BASE & TOP TOP PLATE W 8d 2 1 2" x 0.131 NAILS m 0PLATE W/ PLYWOOD * NOT REQ'D.. WHEN QT SYSTEM. IS APPLIED Z o SHEATHING o COVERING NOTE: z N PLATE LENGTHS MUST BE AT Z ;; LEAST 8'-0" LONG. TYPICAL �a Q K CIO. a GE15 FALSE BEAM AT GABLE END N.r.s. WF17 TOP PLATE SPLICE DETAIL 3/a"=1'-0" CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.s. z („ N - M vW 2x8 SYP #2 O . / c TOP & BOTTOM .�LCCS U= cN E ATTACHED W/ 17 L O U W m W (1) ROW 16d 2x6 SYP. #2 . _ 0 — NAILS @ 16 O.C. RIPPED c o BOX HEADER DETAIL * CRIPPLES MAY/MAY NOT BE PRESENT. a N O UD dI� I IT VERIFY HEADER ELEVATION ® DAMS, iH4 It 4 4 &F ONLY (1) KING 7/16" O.S.B. (1) JACK USED AT EA. SIDE (2) 2 a 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 z6 LAMINATIONS W/ (2) EACH SIDE OF 2X BLK•G. TO O.S.B. ROW OF STAGGERED TOO ROWS OF STAGGERED 16d COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS OPENING G.C. TO W/ 2 - 8d COMMON WIRE NAILS (D=0.148",L=3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) INSTALL (3) TITEN HD. EA. END (D" 0-182• Lr 3-1/2") OR EQUAL (D= Oa82". L=31/2") OR EQUAL HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK 0. &SIE OFLORIDA CONTRACTORS LICENSE N0. CRCd93Q NZF i HEADER SIZE O. TER&SI SIZE 3000 GULFBREEZE PARKWAY &GRADE IES EACH END GUILFIBREEZE, SEEEPPLAN FOR (2) LSTA 30 DIVISION LOCATION: M SIZE 5/8 x 8 EQUALY SPACED 1) A�DIACENT NAILS ARE DRIVEN FROM 3) FOR 4PLY, PROVIDE I/4-DIA..51/2"LAC PER SIDE INTO emu AT PORT ST. LUCIE OPPOSITE SIDES OF TH E COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) ♦ J01O Information: 2) ALL NAILS PENETRATE AT LEASE 3/4"OF 4) REFER TO NDS SECTION LS.3 FOR JACK TO HEADER, NO BASE EDGE VIEW 2X CRIPPLES @16"O.C. SEE SCHEDULE HI VI ED FOR THE THICNESS OF THE LAST LAMINATION. ADDITIONAL INFO. CONNECTOR REQUIRED 3 16d W/ SIMPSON SP2 TYP. �"I CODE ��P�fI_��iNll:�� SP4 AT O SEE PLAN TOP AND BOTTOM 2-ROWS 12d NAILS `+OD N.T.S. COMMON ST. L Ug+IE COUNTY WF37 TYPICAL COLUMNS DETAILSoR WLL STAGGERED@ 24 O.C. NAILS(TYP)HGT. 12"O/C EACH 1L * WHEN STUD LENGTH FACE OR 3-ROWS FOR OVERHANGS GREATER THAN .' FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) :r. •Y• r. F.F. OVERHANG ".. .:r CMU, FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. Li U /T/III . III r FnM // EACH END TYP. © • . •" BOX HEADER EACH END 7'-0" MAX WINDOW OR DOOR OPN'G HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WAIL JACKS KINGS JACKS KINGS SIZE EA END EA END JEAEND JEA END LESS THAN 4' 1) 2 1 (2) >4' BUT <9' (2) 1 (3) (2) (2) 4 3 4 15 LESS THAN 12 USE LSTA30 STRAPS AT EACH 12d NAILS STAGGERED @ 12" O/C FOR 2 x 10 STUD WRAPPED OVER TOP PLATE &NAILED OR GREATER HEADER ® FILE COPN,, TO HEADER EACH SIDE FILL ALL HOLES IN DOUBLE 2 x #2 Z (D 1-1 STD' S.Y.P. HEADER W/ Lo '= 1/2" FU[TCH PLATE Sod NAILS @ HEADER. (U.N.O.) M 4) w M 8" 0/c TYP. 11 �; ` FILLING AND BLOCKING AS .��. DOUBLE 2 x 4 REQUIRED FASTENED TO Z CRIPPLE STUD TYPICAL HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS 0 J W'�r•) (U.N.O.) M NOTED OTHERWISE J V^ / V ® Model Name / Number: 2 x 4 STUDS TYP. all 2265' SIMPSON HTT4 W/ (18) 16d NABS & A 5/8" EXPANSION ANCHOR ♦ Plan Issue Date: CMU OpF � W/ 6" EMBEDMENT U.N.O. OR 81/2" AT GARAGE Monday, June 14, 2021 ♦ KA PROJECT NUMBER: NfNG STEP DOWN HOLD DOWN CONNECTIONS C*'k NOT REQUIRED @ BEARING P.T. BOT. PLATE 21-6776 WALLS WITHOUT UPLIFT Sheet: Of: V V MS18 RETROFIT WALL OVERHANG DETAIL N.T.s. WF39 TRANSOM DETAIL AT ENTRY 1/2"=1'-D" WF09 WALL HEADER DETAIL N.Ts. TYPICAL WALL DETAILS 2X4 #2 SYP BLK'G @ 16" O.C. W/ MAX 9" UNSUPPORTED *DIAGONAL SPACED AT 20'-0" O.C. MAX [RSH1 TO LESS THAN SAME SPACING AS BOTTOM CHORD LATERAL BRACING SCHEDULE FOR SHEATHING ATTACHMENTS. IF > 9" 2X4 #2 SYP QUAL TO 45 - OR EE _ - (MIN. FIRST 4 BAYS) BLK'G @ 16" O.C. MINIMUM 2"x4" "- - ' 8d NAILS @ 4" O.C. IF 9" CONT. 2X4 #2 SYP W/ (2) CROSS BRACING ., 10D X 0.1310 8" O.C. EA. SIDE (SEE PLAN FOR , z j WALL AND ROOF LOCATION) � , , , BLOCKING SHEATHING, SEE T813 FOR SPECIFICATIONS y .0.'- •� . 2x4 SYP L BRACE FOR ' ' 4''• 2x4 SYP OR SPF CROSS BRAC GABLES 3'-0" TO 6-11" TALL. APPROX. S" FROM RIDGE 2x6 SYP L. BRACE FOR XFACEN(l) THEN 4g8 ddC A�FpT�R.�NNApI�g,w GABLES 6'-0" AND TALLER. CRSIG AT 45° ANGLX ATTACH L BRACE w/ _ (NOT REQ'D WHEN GABLE IS 12d NAILS @ 4" O.C. 4'-1" OR SHORTER) ON HGA10 CONT 2x4 SYP OR SPF SPANNING BRACE CONNECTOR FROM GABLE TRUSS ` ` - �4) TRUSS BAT ACE TO SILL PLATE w/ 10d @ 3" O.C. ILO (3) 12d , , . CHORD (MIN K�PLA EAGON NAIL GABLE TRUSS PER JOINT 1ST 4 BAYS) TO TOP PLATE w ' 16d NAILS @ 4"O.C. CONTINUOUS LATERAL BRACING- :, 2x$ .T. PLATE 1/2"x8" ANCHOR BOLT ' NAIL OVER X-BRACE AS SHOWN- _/� 2x4 SYP OR SPF BLOCKING a 4 BAYS - AT 48" O.C. MIN. CONTINUOUS BOTTOMCHORDBRACING 2"x4" MIN. INSTALL BLKG. AT TRUSS WEBS FOR NAILING IIX•BRACING -2x4 SPF OR BETWEEN TRUSSES @ 48" KNOCK OUT COURSE O.C. MAX. FASTEN TO EA. - 5YP W/ (3) 12d @ EACH TRUSS W/ 3-12d NAILSEND MASONRY WALL ` TRUSS WEB NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE �\ TRUSS W/ 2-12d AND 1 OVERM13 FOR ATTACHMENT JACK TRUSSES, SEE TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. SIMPSONHSW/ I PLAN `� 10-30dx11/2" NAILS FASTEN SIMPSON@ 1/2" `\`\\\\\�¢Oiw em 48" OA) w/ 81/4"H1 PROVIDE 2X4 MIN. BLOCKING AT SOS WOOD SCREWS GABLE NAIL TOP OF "T" 2x4 BLOCKING w/ 212d TOENAILS w� ,.•' �` r NS E • •••� CENTER LINE OF HIP/RIDGE, TYP. END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d ` • ••• BETWEEN TRUSSES W/ (2) 12D FRAMED WALL OR BEAM AND 1-SIMPSON H8 W/ =" NAILS EACH END TO TRUSS TOP BELOW, SEE PLAN. 10tl x 1 1/2" NAILS ••�� !� CHORD @ WOOD FRAMED WALL @ DUTCH GABLE v QO F i.0; A TRUSS ALTERNATE TO BLOCKING �', PRE-ENGINEERED VERLAP TRUSS BRACING RUSSB A ... ��''4�o Ess+°� '�� GE01 GABLE END BRACING N.T.S. WOOD TRUSSES AT ONE 6" OVERLAP trdiiiiiEiat\4\\ T A TRUCTURAL --- -- PACE co G.T. SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 c c TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING ACK - - - - - OF HIPPED TRUSS W/. SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" D.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d LMINIMUM ROOF AT 12" O.C. MAX SHEATHING PER JOINT 2"x4" SPF OR. SEE * SPACED AT 10'-0"MAX SYP TRUSS BRACING W 00 ro PLAN F w m aD r m8g F a� LO 0 u � 2X4 BLOCKING 8� �i v N� z w BETWEEN TRUSSES HIP TRUSS W & to �+ $ n. 1$ 1 9 a_ W a i 'w Ln n. CCT, T ��A A -A s? Q O m � �j it o. ail.CT.. O TB03 HIP / RIDGE BLOCKING DETAIL N.r.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N-r.s.gs a 8 8 p� Q C a m rb lz ~.FDSENG.DOM ❑ ❑ ❑ Z 8 TRUSS NOTES: Q f = 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPi-2014. (TRUSS PLATE INSTRUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND LO BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES RE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT z N ID IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OFSHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED L/1 M I TOO SHEETS OF SHEATHING ON ANY PAR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO. EXCESS CONCENTRATION OF ANY A CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT rn EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. w c 2. ALL BRACING (DB,CB,BB).SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSMANUFACTURER. MANUFACTURER ALL _� O LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0' O.C. MAXIMUM- 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 12) 3.12d NAILS AT EACH TRUSS INTERSECTION. U O wI 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING RE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OFTHE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALLTRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEELHEIGHT- u c M SEE TYP. TRUSS BLOCKING DETAILS CN �.. SHEATHING _ {� 3TO 4TRUS5 AS SHOWN[LT TRUSS SPACES DIRATE RERC ON Q N a RUS � oaMs HQMwras, VERTICAL SCAB 2X6 42 SPF 48" O.C. W/ (4)12d TOP & BOTTOM OR H5 SEE TRUSS (2)-1 NAILS I/aq OR HCLR/LL IN PLACE OF (4)10D SECpON TO E TRUSS FLORIDA CONTRACTORS LICENSE N0. CRC1330146 .REWIRED 0 RAFTERS GREATER THAN 8'-0" 3000 GULFBREEZE PARKWAY SEE PLAN OUBLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 PRE{NG. TRUSS PLnTE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS, 2xSTUD WALL OL VARIES w ROOF DIVISION LOCATION: SLOPE \ ,. PORT ST. LUCIE SEE PLAN RAILED RIDGE \ \\ // / ♦ JoU nformation: MAY BE MAYBE NAILED w/ MIN. VERTICAL SCAB 2X6 42 2X4 SPF BLOCKING \ / RE EWED (4) 12d WHEN IT LANDS SPF 4W O.C. W/ (4)12d \ BETWEEN TRUSSES / \ / Y'�I FOR NEXT TO PRE{NG. TRUSS 2xS BLI(ING. NAILED 0 EACH TOP & BOTTOM OR H5 OR \ @ 48" O.C. MAX. / �'1 D SIDE w/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED 0 RAFTERS GREATER \ \ / / E ��'^LL1,Y 6/� ®NC REQUIRED w/ (2) MTS12'S B THAN 8'-O" \\ \\ 2x4 SPF BRACE . ��oo-p , `�® S1. LVC'E j(- @ 48" O.C., NAIL w/(4) COUNTRY COLLAR TIE 12d AT EACH END & \ Bocc sxEATHIN pq�p d \ \ \ ALTERNATE DIRECTION C6 2x4 BLACKING BETWEEN BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) i � C 0 EACH END, OONT- EACH BAY �_ I- D TB 2X4 SPF W/ (2)IaTX&1/e• TRUSSES ALTERNATING DB WOOD SCREW &LOOCH TR�155 OR HS 2 48" TIC. / / SEE PLAN N TO ALTERING > (n d) N PREEVG. TRUSS \ / / 00 = @ a a CONT. SHFATHING AT TRUSS \ 00 O STRUCTURAL SHEATHING 14ORDFT ALL HAND FRAMED AREAS TYP. \ \ // // /�o/� W N R SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / JW�/•� = G BLOCKINGB 2X4 P.T. BLOCKING BETWEEN DIAGONAL N DI GOON ooD -*. 2XB #2 SYP RIDGE BEAM (USP MP4) @ \ \ / / 2'-0" ON CENTER \ \ / / W LL O coW V ) TRUSSES NAME TRUSS \ ^ / 2X4 SPF BLOCKING ♦ Model Name/ Number: EACH ENO MAX 2x8 RAFTERS 0 2'-O"O.C. Y � MAX. w/ (3) 12d COMMON TOENAILS TO RIDGE BEAM @E24"EOAT MAX.w/ \ / \ WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN 3 12d EA. END (TYP.) / • . .\ ( ) 2265 (SEE PLANS FOR TYPE) CDNC. MASONRY 4 FT 0 2'-0" O.C. MAX.W / (3)1DD SEE PLAN — STEELDR WOOD COMMON TOENAILS TO RIDGE BEAM — 2X4 CONT. AT ♦ Plan Issue Date: T & 8 CHORD BEARING SUPPORT Monday, June 14, 2021 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE ♦ KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING INFORMATION 21-6776 2x4 S.Y.P. @ 16 O.C. Sheet: ^ —4 Of: `i.,J; TB06 I BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.s. ROOF FRAMING AND BRACING DETAILS 11 6" j 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 rougI'l opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling Increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. 6" SPA EVE (l 6" 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITES SINGLE DOOR W SIDELITE 'A rE m Y G.5 r. 0 0\0MMMM\ SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE V-0111 IN FRONT OF MECH. OR APP. WHEN REQUIRED _ 4" DIA. CONCRETE FILLED PVC. PIPE. Q m -----TOP OF SLAB 00 2 I°III°-II° 1 f - It - Ir I 16" MIN. DIAMETER ° ° I CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. B a� sEA M L NAIL SHINGLES W/ It OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. Ate{ icy ° Wit V \305oael, tre`Dpo'ga 0Coosa 316Da se zo� Rake EP I e 6' 2e eye. saw T" pieces to use in 9tlt[emice r Extend the shi, over the rake e wares about 1, H ❑eo edge Is " SHINGLE INSTALLATION GUIDE ROOF CRICKET: — MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPUED ALL LEVEL VALLEY TEXTURED, PAINTED EXTER, WALL FINISH BEHIND FLASHING LOCATIONS MINIMUM orAND 6' ABOVE C'X6'HGALV. VERTICAL RISE OF FLASHING VERTICAL WALL RASHING CONT. AT KNEEWALL T ENTRY PLASTER ST BEAIAM ROOF SHINGLES B"X8'HGALV. FASHINGCANi. rn " FLASHING DETAILS Y 8° HOR6. NOTE' THIS DETAIL IS REQUIRED wNG AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW •;` AND/OR SGD FRAME MIN.) GLUE STRIP Y w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF Wow. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS u' .' \ 1/2" DRYWALL FLAT HD. "TAPCON"SCREW THRU THE W'DOW FRAME INTO MASONRY \ JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH o DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S $4f21tl MYN. RAd,IJIEbMEM11T T-'lo WOOD SCREW GAIJLK 1/4" MAX. SHIM SPACE; BY OTHERS O.A. WINDOW HEIGHT x--. INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S Ena�aa o LLBEA NGTALLED K SHALL BE OF 121n ON NED W s ila EPH ROOF HEIGHT :DGES 91ALL BE OF4INGHES Ms"mum Fastener Spadng Wall Framing: (Jambe, Head and Sill) 02 SpruW\Nne/nJr 9' 8"4II Or Beam 1-4 1 a 4---d ,----+--+---I x3g Saews MwutUng FMB '6rtenar Neu Or Minimum Penstratim, Gsrlmt8ead 1 3/8' chose Section View n FihNor SheatlHrq variation In miles and bolld/ng types, It Is leR up 0 the end user to determine the properinstellathn o/these items. EAVB THE 6:aAaLE WrAle ONI Before instating you4daw, the bdbtne map may ba peeed back for inspedlon, but. please re-sr,K the wrap to prow the bbpks from scratthas and oiler damage Loft construction 6 wmplete. Step Measure to be sure MeOpening is 31Vto U2" lagerthap the Wndow six both vertioN and hbdtonlalli. " You may wish to pre ild the Installation holes in the On at this time. DIagelard Ore hoarai the Ea An as are mf nstss'amA Sap 2 Apply a gersrass bead of Idimos to the heLkside of the rimmdng fin. Use enough silicone to suRidently roll all yids between the fin and the well sheadeq. Step 3. IroAthe wmdm mW tin openmg fmm the wAWe. The window is labeled "inside° end °outside",.but if throe labels have been returned, the bud should always be loft insdeafthebuildi \\\\\\\415111111/ A Sep 4 install shims under the sill, adpsung drain until the unit 6 plumb In the opening. Shims should be oataled under the IrB evert 2 feet The window should be baRcel centered in de n with W moue than VEV betwea fe whdaw and wall fans . \ C` 'v \\1 W """• Step 5 Instada#10z 1-12" seems V from the mrwr of the fen at each end of the had, ad and both jambs. ti v Q" I ".:\OjEnQ : GYG\.` V Sap6 Install de remaining fastenersm 8"increments from the comer seam to the cant of eam frame member. Usearenotteovert- tighten the screws and poll them through the fin. Also, make sure the screws 90 in straight and do not cause the frame to bow. oll Naming shdild be a minimum of x2 SDI/SFr. risen should be#10 stews of suffidatl to arhsve 1-3/6' penetration Into the wail and am Iasi than]/Y fromedge of bamm. s -... Q : 0 V rtmerGfaidises rxteded In aadusde of hameloernfeve 8' m ft FL ••°•.....•••. % ofkdme MeiMer ,NuiibesofFasteners 10" 36' 26° 31" 42" s0". s8" 66" 2 3 4 3 6 7 8 9 10 13 !I 13 Step7 Remove excess Atone ant" from aroun0 the fin ands for hales or volds. Use silcone to file voids.. Step 8 If desired, a foam insulation on be applied to the interim gap between the window and wail homing. If applied, mxmostbe me Q +"{ Step 9 Shoe these Windows am irafly used in moms with high maNstue, kftiafrmme, d s recommended dut the interim gap between the window and mH hearing also be saled with sgkone and Woad so as not to Interfere wah the Installation of eallbard, die our trim. Sep 10 Once all constructions complete, Rmoe the bubble tyrep from the inside and outside ofthe wlnAow. Y nemssary,danthe blacks with a mind detergent and waml water using a soh cloth. Failure to follow these procedures will void any and all warranties. to 'r 0 Lys 'E'EXnw ti..Z W ge (� frogs o Y Product Approval Submittal Affidavits 3 Building Address: Contractors Building Permit:LL °z ad U U) N Design Attachment A nova► # v Product Pressures Manufacture Model # Method pp �51� W TDSENG.COM Roofing: DAD 1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 z g o NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. ��""" z C4 "o W/ 3/8" MIN PENETRATION THRU SHEATHING - 1W ROOFING VENTS: (�j DADE Florida Metal - FLAMCO FASTEN WITH 11 GAUGE GALVANIZED RING SHANK ROOFING NAIL, COUNTY APP. Products, "Off- t" 1" ND 4" 0 AL M FL21580.1 R-2 ,� M I�t ROOFING UNDERLAYMENT: 1St Ch01Ce T ,MKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FLJ2328-R9 ro C)a PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH U —'a R905.1.1 - 0 Ln Overhead Garage Doors: (a - 3 2 E - 1st Choice +30.0/-30.0 CLOPAY 16 x � 2"x6" P.T. WOOD JAMB WITH FL18546.8 F $ 53W5 (5)1/2' DIA, x 8' "J" BOLTS — 5 GD FL15279.84 = m o 2nd Choice +30.0/-32.0 CLOP AY 8 X 7 ' U a �) Swing Doors:' a N o °a r41 +67:0/$7.0 THERMA Ti ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" x 3" FL20461.11 1st Choice FIBERGLASS DOOR TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.12 +67.0/$7.0 THERMA TRU:CORP. SOLID AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 0 DAMS HOMES FIBERGLASS DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 2nd Choice pLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. FL15215.2 LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 THERMATRU FL20461.2 Sidelights PLAT PRO FL15215.2 3000 GULFEIREEZE PARKWAY Sliding Doors: GULFBREEZE, FLORIDA 32563 1st Choice MI WINDOWS &DOORS AE IIES42O'SGD FL15332.4 DIVISION LOCATION: Fill2nd ChoiceMI WINDOWS & DOORS AI�'ES`4 aid FL15332.12 PORT ST. LUCI E Jab Information: In ow $540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 1st Choice H-00/-50 Mt WINDOWS Single Hun (fin) ANCHOR WITH MIN. 10.A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL ` 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/$0 MI WINDOWS Single Hu (flange) OF INSTALLT LTH. ATION THROUGVIDEH 2X BUCK USE #8 WOOD INTO OFBUCK. FL 17894.2 +50.0/-50.0 MI WINDOWS 3540, SERIES SUFFIENT LENGTH TO ACHIEVE I'la" INCH MINIMUM EMBEDMENT FL17676.2 s� Single SERIffln)ES IN WOOD SUBSTRATE. ® '�� ®�� MI WINDOWS Hung SERIES Single F117894.4 Hung (Flnless)from e Mullions: M-192e Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE TH 1st Choice MI WINDOWS Mulllon 3 Is" TAPCON ANCHOR WITH SUFFICIENT LENGTH 0 ACHIEVEA 11i FL 18504.1 ' , 1 0 ` � M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 I„IJ y U M M EDGE DISTANCE M Fixed Glass" > °0 0- 3 a • +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATIONUSE 8/16" TAPCON ANCHOR FL18644 R$ p, 1st Choice WITH MIN. 11/a" EMBED. TO ALL FACTORY DESIGNATIONS 00 BE FILLED W/ #8 SCREWS OF SUFFlWITH ALL HOLES NOT DESIGNATED OIENTLTH. TO PROVIDE O ON SHOULD J��ar'� 'w'^^ r�^ Do — Soffit: Ili 5/8" MIN. EMBED. INTO WOOD BUCK. J W V / v J VI Model Name/ Number: +66.0/•71.6 KAYCAN LTD Standard vinyl Staple 10" on center in direction FL16503.4 R5 1St Choice of length 2265 Plygem / Variform Plygem Double 5 Double 5 standard (virryl) 10" FL12194.1 Double 5 standard standard win I sta les solid 144 vented -145 FL12194.2 plan Issue Date: Hurricane Panels: Monday, June 14, 2021 1st Choice Dade County App. SHUTTER &GLASS Sto m Panels ALL Al 24 GA, STORM PANELS FL16293 R3 KA PROJECT NUMBER: I have reviewed the above components of cladding and have approvetl iE iOED FOR 21-6776 use in the structure. (Architect or Engineer of record) N DE COMPLIANCE Name: Carl A. Brown Certification Number: FL. # 561v Sheet: ^ _5 of: Name: Luis Pablo Torres Certification Number A. # 878g LUCIE COUNTY J BOCC MATERIAL Name: Certification Number: REFERENCE INFO (PSL) FLASHING REQUIREN TENTS MECHANICALLY FASTEN AS _ FOLD Up$ WEATHER BARRIER& WEATHER. RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH .� RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILYSECURE BARRIER R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall - DOOR HOUGH OPENING TO BE USED. envelope shall include flashing as described in Section R703.4. WEATHER WINDOW UNIT rf RESISITIVE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructeal n a manner that prevents the BARRIER TAPE s EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN 3/DHESI E T. OF APPLIED .ADHESIVE TO F CON TR. UNDER SLOPE 0.3 in :12.0 in SELF -ADHERED F LAS H I N G accumulation of water within the wall assembly by providing a water-resiscant barrier behind the exterior cladding as required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. OVER RIM JOIST AND UP WALL 8Y6IN. THRESHOLD OF DOOR AND RETURN UP JAMBE". USE LIQUID BRAND (0.6cm: 30.5 cm) SELF -ADHERED FLASHING PRODUCTS DETAILS R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM 0226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior wails No. 15 vacua �wwooxl OR EQUAL WEATHER HERPROOF CAULKING asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 8 inches. Other approved materials shall be installed in accordance with the WEATHER SELF FLASHING - EXTERIOR barrier Installation Instructions.TheNoAS asphalt felt or other approved water -resistive -ADHERED WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive manufacturer's RESISITIVE BARRIER r {� CEMT. FIN. PER FBC R (CURRENT EDITION) 703.7.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a SEAL TOPS OF JOISTS ;ii manner 4o meet the requirements of the exterior wall envelope as described in Section R703.1. UNDER DECKING (SEE DETAIL WP07) SUBFLOOR R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where SELF -ADHERED FLASHING applied over wood -based sheathing, shall include awater-resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper, The individual layers strait be installed independently such that each layer HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain securerather s 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. e allow flashing installation resistive banter above header BUILDING numbered Items In the IISt Of nStrUCtlOnS below: Exception: barrier that is s wood-basedied ever r 2. Sett -adhered hashing plus head flashing under weather resistive barrier t PAPER 1, Install self -adhered flashing in order as shown by numbers than that of60 minu a Grarde D paper and sve eplarated from the tucco by an intervening, substantially nonwater greater absorbing layer or designed drainage space. 3. Fold weather resistive barrier hack over head flashing and seal with tape t 8 8 O 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered Flashing can be substituted for building paper 4. Split the release using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible paper embedded in the adhesive layer) - for ease of installation and to minimize flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING WINDOW WPM SELF -ADHERED FLASHING IWPO2 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER P03 scoring Cuts instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of building framing Self flashing with FLANGED EXTERIOR DOOR WITH DECK- SECTION A y d 5. Remove all release paper per standard installation instructions and water to the structural components. -adhered membranes used as shall comply FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) AAMA 832, or other approved standard as appropriate for the type of sealant, Fluid -applied membranes used as flashing in EXTERIOR SHEATHING" 314"-1"BEAD OF CONSTR. INSTALL SELF -ADHERED 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 flashings shall be installed at the following locations: ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 7. Angle of comer may adjust folding of the flashing accordingly to fit g y very, j g g g y THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING FLANGED WINDOW (SEE DETAIL WPOI) tight t0 Comer 8. Mechanically fasten as necessary 1.Extedor window and door openings. Flashing at exterior window and door openings shall extend to the surface of the LETTER ON CHEMICAL SCORED exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically COMPATIBILITY , RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed `\'� in accordance with one or more of the following: SELF-ADHEREDEXTEN SELF ADHERED FLASHING, AMI 6" (BEFORE FOLDING, SCORE RELEASE IVE AS SHOWN) ADHESIVE AS saowro 1.1 The fenestration manufacturer's installation and flashinginstructions or forapplications not addressed in the ' FLASHING FROM .VERTICALLY FROM VERTICALLY fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's instructions. Where flashing BOTTOM OF instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings, + 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 finish or to a the water resistive barrier for subsequent drainage. Openings usin gg pan flashing shall incorporate flashing or protection SECTION -A NECESSARY IN CORNERS THROUGH at the head and (SEE DErA1L WP02) SELF -ADHERED FLASHING the 1.2 In accordance with the flashing design or method of a registered design professional- with . 1.3 In accordance with other approved methods. SELF -ADHERED 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WOMA 250, FMA/AAMA/ WDMA 300 FMA/AAMA/WDMA 400. FLASHING 2 or SELF -ADHERED FLASHING 5 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on bath sides under stucco copings. NAILING FLANGE 4 2 6 3. Under and at the ends of masonry, wood or motel copings and sills. SEAL TOPS OF JOISTS 4. Continuously above all projecting wood trim. DO NOT FLASH OVER UNDER DECKING BOTTOM NAILING FLANGE $ (SEE DETAIL WP07) 2 ��v� 7 S. Where exterior porches, decks or stairs attach to a wall or Boor assembly of wood -frame construction. S. At wail and roof intersections - SELF -ADHERED FLASHING A W PO4 SELF -ADHERED FLASHING DOOR DECK p !/ V P ®5 SELF -ADHERED FLASHING INSIDE CORNER p c W 1"" O V 7, At built -In gutters. HALF ROUND WINDOW EXTERIOR WITH SELF -ADHERED FLASHING - DECK PROTECTOR ��%`X'E' __._ SHEATHING "i' IA"� a ��- • 7/8" Cement Plaster 7/8" cement Plaster . rkv in accordance with in accordance with ASTMC926 ASTMC926 y4 --_-_--"--- SELF -ADHERED .,, ,. ... " FLASHING PATCH ' '; . '`- Felt backed metal .' .. Felt backed metal lathe in accordance lathe in accordance SELF -ADHERED FLASHINGwithASTMC1 063 ,. ' - ': with ASTMC1063 DECKPROTECTOR •J _ Building Pape Building Paper 7/16" O.S.B. '. _ sheathing sheathing I DOUBLE - ` ,� �' f " edge SINGLE JOIST JOIST SELF -ADHERED FLASHING • Metal �� Flashing .' of weepep ed scree P screed SELF -ADHERED FLASHING t • - 2f bet :. ow top of • 3 1 /7' block 3^MIN 2 Unperforated Vulcum 4 Flange 7/8" cauk bottom 0 5 Weep Screed joint only y Maintain Metal Flashing 0 of Bottom „ 3-1/2 Unperforated SELF -ADHERED FLASHING \ /� jP ®� SELF -ADHERED FLASHING q A /1 1 o Q V V P APPLYA LIQUID FLASHING TO THE MASONRYOPENING (HEAD, JAMB, SILL) IN W P®� ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE Wee Screed p 1 1/2" to 2" Flange 7/8" Weep Screed \HO.8362x;DECK JOIST \f V OUTSIDE CORNER o INSTALLATION OF THE BUCKIRECEPTOR. Above Roof 1/7' Cementitlous Sheathing Decorative Finish - ,b'• ••o, All Inside and outside corner will need to be mher EXTERIOR WINDOW UNIT cut and caulked all CEMT. FIN. Cement Plaster butt joints need to BUILDING PAPER SLOPE in accordance °• °"' becaulked using ° ` SLOPE with ASTMC926 Vulcum caulk for all SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in (0.6 cm : 30.5 cm) 0.3 in :12.0 in (0.6 cm: 30.5 cm) over wood 2nd floor ' (0.6 cm: 30.5 cm) '_ _------ SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING ~-- EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 1/2" Cement Plaster Finish SELF -ADHERED FLASHING Block WIRE LATH Perforated o, Flange 1/2' BUILDING PAPER 'Cement °, Screed BUILDING PAPER Plaster '. over block t floor EXTERIOR.1s WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL I : �E® FOk = 2 Note: %04E COMPLIANCE CO ST, LWCIE COUNTY 3 ® lath The building paper and metal WEEP SCREED DETAIL BCCC must be installed +fiver the top of SELF -ADHERED FLASHING P 1 ® SELF -ADHERED �/�/ V V P WALL W P 1 2 the Weep Screed. SCALE: NOT TO SCALE � CEMT. FINISH WINDOW HEAD CEMT FSH WINDOWSILL CEMT. FINDISHR PARAPET `0 N f N OF FLO iof% "?O F IH11 %O' " E ckAv '£ m € 5 6 W g 0 ro OD h go a 0. L„ agm- o �+ a w $ �'o n. W � 2�9ga z x �;: m- •-•'� a ygq Z N 6. t oS ® a.0 0 pma Q S a of CJ J y �' FDSEVG.COM ❑ ❑ ❑ Z o Z g Z IN ¢ °- 6 a-1 ' -r LL i--i y Y 0 W Lam/) rr ° m � U ENE 0 2 oti cn 00 v kmrdm FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: 10 =1LE Z O LO o dn UJ U cf = ro m qi ago Z U00 00 0JWZD Jm(f)fn Model Name / Number: 2265 Plan Issue Date: Monday, June 14, 2021 KA PROJECT NUMBER; 21,-6776 Sheet Of, WATER PROOF DETAILS 5" bath duct to roof or wall cap w/ standard 70 cfm bath fan HE dS .. 3'VD9A TEADE99 ar 227 01 Hz -s JIG ro _ LANAI �� 5 bath duct. BEDROOM 4 { /H� OWNERS BEDROOM �T ,.o3s �% H2 oaM aao "o-'s to roof or wall Cap 95 1wcd 6 Ox6 1wcd 9M3T o��9 °ds 1 Hz oeoF ,) 170 w/ standard 70 45 �r sass - 14x81wca cfm bath fan 10x10,, rag B ' / CJo `o or D' M .i —Ew S-E 45 =I w 8' 10x6 1 wcd 16" xi rag N _ 6aos-s 8» x r 18x18 rag 8 , 8x4 1wdA 5" bath duct ` to roof or wall cap 10x \\\\ 5 20 � - \�� 1 g5 ��.1. c. �. w r c. p p rag 14xB 1wcd N w/ standard 70 o % 4„ ROOM 3 " ' � w KITCH N 10 FAMILY R OM BEDROOM cfm bath fan GJD 'D-'o r H2 s z 9 85 .�.. E N 10x6 1wcd 5„ 1Ox6 lwcd w n'e QAT 85 oJD "o— N 1O 6 1wc 1 1 0x1 0 g 10x10 rag 6 14" 5 4 N 41 c 8 24xl8 a EDNCOM 2 - g5 0-'8 3AT 4 ®'o-'e oT xoe'9o9G 10x6 lwcd 6„ yDtJ� ROOM TOYER 8„ t � OLD "0-0r ro N J ILITY 65 m 42X42 A/C SLAB SAD D1D 'G .$ �w loxs lwcd° 8x4 1wcd,VINO ROOM BY BLDR MIN owe 1, 10 50 ID �H o 0�p�' VVALL �—8 1w TN3\oT 91H a3rfl3vWl2 f-`ROM�s� - v , , H.w2JJAW N3 T38 It Hz � �H aaoE 111 ass G TIJ "sr - (s) 150 H2 ,aS JHO VIA M02MAfl GJH'T .T3M 14x8 lwcd OVIA .2HAFIT .V313 332 3.0 TON W/5KW 0240V 1 P 1Sx13 Alen 4° dryer duct ENTRY platform by to roof cap VeA 29T TOCH H2 eE LIN bldr dr w� Y er vent box scale :1 4 =1 0 3 CAR :GARAGE ai3 "o a " NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 5bath duct 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS to roof or wall cap Transfer ducts/grills sized in compliance W/ Standard 70 srzM with Florida Residential Building Code-M1602.4 320H Hai balanced return air. cfm bath fan —light sale sr2M EXCEPTIONS 1-3 H 00 OA3H9 V X 8 g000 GA3H93VO V X at AREA CALCULATIONS 1,[ FLOOR 2277 S.F. TOTAL LIVING (AC) 2277 S.F. GARAGE 617 S.F. " FLOOR �\ COVERED ENTRY (SASE) 176 S.F. fL A I v COVERED PATIO/LANAI 186 S.F. SCALE 1/4" = 1'-0" ELEVATIONS "C"&"CR" TOTAL AREA. UNDER ROOF 3256 S.F. License I# CAC032448 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. s O � - O s m Z O_ - W LU Of H a - V z REVIEWED FOR ® () CODE COIyAPLIANCI _ 1\0 W ST. LUCIE✓ COUNT`1£ W F-- BOICC Q Q � S � i0 = N Q z N o0 ® m UJI . . FILE COPY w 3: Rating