The URL can be used to link to this page

Home My WebLink AboutBUILDING PLANTERMITE SPECIFICATIONS: STRUCTURAL NOTES: INDEX OF DRAWINGS R319.1 CAST IN PLACE CONCRETE CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED. BY REGISTERED TERMITICIDES,.INCLUDING SOIL APPLI D PESTICIDES, - I. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERM ITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202 , PLUS OR MINUS 1"; AND HAVE 2 TO 5%AIR ENTRAINMEN},L, AND,A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) REGISTERED TERMITICIDE). UPON COMPLETION OFTHE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS 0(' ALL ��TOP BARS OF BEAMS. EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSE PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUNCI CORNERS OR CORNER BARS WITH 25" LAP PROVIDED NFPANATIONAL ELECTRICAL CODES (NEC 2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE COMPLETE WITH RULES 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2',' TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACT 31814) BULL ING C AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVI ES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70E BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 53413) NOTES: OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 201S EDITION 1. METHOD OFTREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05.ON APA PLYWOOD DESIGN SPECIFICATION. E30-16 PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA OUST BE ON FILE LINTEL PLAN PAGE. IAMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL-AAF20 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PO TIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 1. CODE REQUIREMENTS: IT THE INTENT THAT ALL WORK SHALL CONFORM TO THE ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "I. OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO ADOPTED CODES, STANDARDSS AND RULES OF THE ADMINISTRATIVE AUTHORITY 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE HAVING JURISDICTION. PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. E IN ACCORDANCE SHALLENTS 2.EXTERIOR COVERING MASONRY WALL CONST. WHERND FOLLOWINWINGSG TUTS OF A LTHEWITH APPLICABLE: WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: W H THE REQUIREMK (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. STRENGTH OF 2000 PSI If m = 2000 PSI) INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C10 53, OR ASTM C1787 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C2#044A. 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 AMINIMUM COMPRESSIVE STRENGTH AT 28 OF 30DO PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: ' R703.7.1 LATH. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED M L 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 1OFr, ROOF RAFTERS LL/180 TL/12O LATH SHALL BE ATTACHED WITH 1-1/2- 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 C1063 OR C1787, OR AS OTHERWISE APPROVED 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOORFJOIST*** 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 OVER 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 OVER MASONRY, 9, 'TYPICAL FILLED CELL. REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. *** TL MAX 1/2" CONCRETE, CLAY BRICK, STONE, OR. TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED B VENEER OR OTHER 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. 'GROUT SHALL BE FLUSH WITH TOP OF WALL. GENERAL ROOF LOADING TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACC RDANCE WITH ONE WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY OF THE TYPES LISTED IN R703.7.2. ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) I. 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, WHERE APPLIED OVER END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL 25 WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR; PERMEABLE BARRIER WITH A PERFORMANCE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL' FRAMING MEMBERS SHALL BE S.P.F. #2 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRYIUSE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND TOP CHORD OL 7 7 15 LL* 0 0 0 0 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY PLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THEICONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD BOTTOM CHORD DL 10 10 SO 10 (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP T01" 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 ASTM D226 FOR TYPE 1 CBA-A OR CAB 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 5, 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. iNONCONCURRENT) INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: DESCRIBED IN SECTION R703.1. ROOF DECK: PLYWOOD C-C/4D, EXTERIOR OR OSB GENERAL FLOOR LOADING FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH RUSH TO EXTERIOR WALL FACE. R703.4 FLASHING./1 SHEATHING: 7. 6"STRUCTURALIOSB EXPOSURE 1 OR 15 32".RATED OSB EXPOSURE 1 WALL/ APPROVED METAL FLASHING, VINYL FLASHING,. SELF -ADHERED MEMBRANES AND MECHANICALLY. ATTACHED AMINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL ?OP CHORD LL 40 (PSF) COMMMENTS: 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 DL 10 (PSF) INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF) 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 SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN " FOR STRESS NATIONAL DESIGN SPECIFICATION SPECIAL FLOOR LOADING THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANTCOMPLYING WITH AAMA PRODUCTS SHALL BE SEALED E JFLASHINGUNCTURE C H LATEST EDITION OF THE 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM G -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED. BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 71A. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) 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) 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) LIBRARIES READING ROOMS 60 (PSF) • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. - THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS.. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDTTTON. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS, 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, 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 PS (PSF) CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (0 50 (PSF) • AT WALL AND ROOF INTERSECTION. WALL 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) • AT N GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM STAIRS 30 (PSF) 40 (PSF) UPLIFT CONNECTORS FOOTNOTES d• ASINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG' 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD iBALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR . HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ, FT. MORE INFO. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 180 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® 50 (+) 27.5 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.6 (+) 26.5 20 (-) 28.8 1-) 34.4 s 0 50 (+) 24.8 (+) 24.8 O (.) 27.1 (-) 31.1 0 (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 11 DIAGRAM GARAGE DOORS* SOFFIT. 9'-0" x 7'-0" 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 WIND -BOURNE DEBRIS AREA. CONTR CTORTO R A PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. - (SHT NO:I TITLE 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 JI'IJii1!!•NERRIU l0 g o 8g W ti co pO N 01 0 a LL � LL � - �Ay v : ♦II-NF �+m 5 r,,i w a 0 o "8 8 ZS a Q � N m- 10g0m m $ �a 9t e £g a' ZN '•ic d a ed K J FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "1" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS._ _. 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. It is the Intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF. SHOWN. Professionals clear information. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED RESAR 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 THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to 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 CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the I - TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) ,4"x 21/n" 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 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 information found in these plans should be directed to our Quality MASONRY AND (7ylOd NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4)I 1/4" x 1 1/2" SIDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Assurance Manager immediately. No backcharges will be considered for reimbursement the Designer/Engineer wither[ advanced PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO.MORETHAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Payments will be made In accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. MASTER REVISIONS DATE DESCRIPTION 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2NO FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. 16d x 24/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION:. FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. Northwest Florida® ' L`7 pY'S--3 REVIEWED FOR; CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPN O z ,n ZN 8 W a y z N N In (DM � w V i TO W lo Ln c f� U =N E u♦sp� ;i Q n0 0. FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE FI Job Information: 0 1- z C L() w oi m Y z H�<.!mr� ® "_.J Q o J m Cn Cn °D ® Model Name / Number: 2265 �' Plan Issue Date: Wednesday, June 23, 2021 ® KA PROJECT NUMBER: 21-6356 Sheet: 1 Of: COVER SHEET ■ BEARING WOOD WALL SCHEDULE CONNECTION & FASTENERS UPLIFT SPACING TOP BOTTOM CAP.(pl0NO FMARKSTUD 16" (2)16d TOENAILS . (2) S6d TOENAILS- T UPLIFT SP2 W/ (6}10d SPS W/ (6}10d402STUD, 16„ (6) SOd PLATE STUD, (4) 1od PLATE is" (2) SP2 W/ (6)10d (2) SP1 W/ (a)1Ode03 STUD 16d PLATE STUD, 4 1Gd PLATE BW4 16" (2) 78d TOENAILS 2)16d TOENAILS SYP NO UPLIFT SP2 W/ (6I-10d 3P1 W/ (6}iOd BVV5 16" S,UO, a 10d PLATE STUD 4 iOd PLATE SYP 439 BW6 (2) SP2 W/ (6) 10d SP1 W/ (8)-10d SYP 878 :. 18" STUD a 10d PLATE STUD, 4 106 PLATE BW7 12" (2)16d TOENAILS (2)160 TOENAILS SPF NO UPLIFT SP2 W/ (6}10d SP1 W/ (6}SUd BWS 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 535 (2) SP2 W/ (6) JUOd SP1 W/ (6}10d BW9 12" STUD, (6) 10d PLATE STUD, (4)10d PLATE SPF 1070 BW10 12" (2)16d TOENAILS (2)16d TOENAILS SYP 0 SP2 W/ (8}10d SPi w/ (6)-lod BW11 12...STUD ( 10d PLATE STUD, (4) 10d PLATE SYP 585 (21 SP2 W/ (6) 10d SP7 W/ (8}100 BW12 12' STUD, 6 10d PLATE STUD, (4) SOd PLATE SYP 1170 BW13 NOTUSED OUBLE2x TOP PLATE TOP OF WALL A. SEE PLAN NIISONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/83 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MS03/Si FOR NO UPU Fr CONNECTORSr BRG WALL TO INDICATED IN WPO9 CAN MASONRY WALL BE IGNORED CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS O TOP & BOTTOM EACH END FOR 7 PER PLAN / TALLER THEN 8-0 SCHEDULE ABOVE F F SEE FOUNDATION . .. PLAN FOR MORE 2z P.T. W/ 1/2 As ® 32 D.C. W/ 7 INFO - EMBEDMENT OR 1/2- A.T.R. W/ SIMPSON SET W/ SW SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD Aa 32" O.C. 7/16' OSB PLYW'D W/ SAME EMBEDMENT WI NAILS AT 4"oo #8 BRIG. WALL DETAIL IN FIELD AND EDGE. SEE GENERAL NOTE GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN, 3. CONNECTIONS TO aE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SIPS AND SPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPS AND SP2 INDICATED IN SCHEDULE ABOVE S. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED, SEE WFOB/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF SW" IS INDICATED THE WALL IS CONSIDEREDASHEARWALL AND REQUIRES MIN. 7/16" OSS PLYWOOD W/ 8d NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALLA FSHERIORWALLSw/ EXTERIOR LNG ATTACHED PER NAILING SCHEDULE WALLSH STUD SPACING AND GRADE ACT AS SHRING 51N PLAN PAID WALLS SECTIONS WALL WITH THE BW4, , SI THESE WALLSAREE ONLY 8. IF THE BEARING WALL RINDICATED NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE SUPPORTING THE FLOOR LOAD AND HAVE U THE TU DS TA PLATE AND THE 2. PLATE CAN BE ATTACHED WITHTIN HARD CANED NAILS (GUN NAILS) AND WL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SPl/SP2-0RIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 1Od- 0.1R8" CIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) c1 (3) 2. 4#2.SPF (4)-16d TOENAILS 0 DTT2Z W/ 1/2" WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4" X 11/2" 21-0S SDS SCREWS a (3) 2 x 4 SYP #1 OR (4) - led TOENAILS O ' (4) 2 x 4 SPF #2 D172Z 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 = Sees SYP POST & (12) - Led NAILS 6 x 6 P.T. #2 ABUa6 W/ 5/8" ATII G -12000 SYP POST & (12) -16d NAILS U - 2300 8x 8 P.T.#2 ABUSSW/ (21- 51W ATR** G=24335 C7 SYP POST &(18)-16d NAILS U=2320 35 x 3.5 P.L. 1.8E Rx=2400 PSI HDU5SDS2.5 W/ (14) 1/4" X 21/2" SOS WS &5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, DR ATR** 3.5 x 5.25 P.L HDU58DS2.5 W/ (14)1/4" x 1.8E Fb=2400 PSI 21/2' SDS WS & 5/8" EXOPY 5645 OLMAN17M IF EXT.I ANCHOR, OR ATR** C10 r 3.5 IT 7 P.L 1.8E Fb-2400 PSI HOUeSDS2.5 W/ (20) 1/4' x 21/2" SDS WS & 7/8" EPDXY 6970 (WOLMANRED IF EXT.) ANCHOR ORATR'** C11 5.25 x 5.25 P.L. 1.8E Fb-2400 PSI HDU&SDS2.5 W/ (20)1/4" x 21/2' SDS WS & 7/8' EPDXY 787D (WOLMANIZFD IFI I ANCHOR, OR ATR***' 7 x 7 P.L. HOU&SD52.5 W/ (20) 1/4" x C12 1.8E Fb-2400 PSI 21/2" SDS WS & 7/8" EPDXY 7870 WOLMANIZED IF EXT.) ANCHOR OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH STUD PACKS TO MATCH WALL WIDTH UNO, 2 ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN- 3. NAIL BUILT UP STUDS PER DETAIL WF37/S 8 4 MINIMUM BOLT EMBEDMENT: 5 EMBEDMENT FOR 1/2' AIR 6 EMBEDMENT FOR 5/8' AIR 8" EMBEDMENT FOR 7/8" ATR 5. IF LCI COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (LBO MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA:LENGTH NAIL SPACING Sd OA31" X 2 W 0.131' X 2 %' BE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148' X 3" 0.131' X 3" SEE PLAN BLOCKING & TOE 0.14W X 3 A4 0.131" X 3 +A" NAILS .& TOP PLATE 12d 0.148" X 3 W OA31" X 3 A" 8- O.C.(COMMON) STUD WALL e" O.C. GUN NAIL CORNERS ied 0.148' X 3" 0.131, x 3" 8" O.C.(COMMON) STUD PACK 6' O.C. GUN NAIL COLUMNS led 0.182' X 31/x" 0,131' X 3 A" (2) SBDICOMMON( SEE PLAN 1 (3)16D ( GUN NAILS) BEAM SCHEDULE MARK B SIZE CONNECTIONS 129 - 2 x 8 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITON PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS N 12' OR (2) SIMPSON HETA16.TO CMU. - O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)- 2 x 10 SYP W/ 7/16' CONNECTION: PROVIDE (2) ow FUJI PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST 2 ROWS OF 12h NAILS 12"" OR (2) SIMPSON HETASB TO CMU O.C. TYP EA H SIDE COL U.N.O. ON ROOF PLAN. (2)- 2 x 12 4 2 SYP W/7/16' CONNECTION PROVIDE (2) 050 FLITCH LATE NAIL SIMPSON LSTA24 OR (2) BEAM TOGE1 HER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS & 12' OR (2) SIMPSON HETALB TO CMU O.C. TYP EACH.SIDE COL. U.N.O. ON ROOF PLAN. (2). 1 3/4" X 111/4" LVL CONNECTION: PROVIDE (2) ZOE Fb=2 00 PSI, NAIL BEAM SIMPSON. LSTA24 OR (2) MQ TOGETHER USING (2) ROWS HTS20 TO WOOD PCST 7./4' x S 1 2 SDS WOOD OR (2) SIMPSON CMU OR (21.N.O. HETA16 SCREWS ®le 0 C TYP. N. COL U.N.O. ON ROOF PLAN EACH SIDE (2).13/4 x117/8 LVL CONNECTION PROVIDE (2) M5 20E Fb=2 PSI NAIL BEAM SIMPSON LSTA24 OR (2) TOGETHER USING (2) ROWs SIMPSON HTS20 TO WOOD POST 1/4" x31 SCREWS* SDS WOOD 16 D.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL U.N.O. ON ROOF PLAN. (2).1 3/4 x 18" LVL 2.0E Fb= PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR 12) 1/4- x 31/2' SDS WOOD SIMPSON HT520 TO WOOD POST SCREWS 016" O.C. TYP. OR (2) SIMPSON HETAS6 TO CMU - EACH SIDE COL. U.N.O. ON ROOF PLAN. G NERAL BEAM NOTES 1. VERIFY WITH PLAN RRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING I ACH END) 2, SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. 8EAM9 ARE NOT Td BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. a HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE 45 H7 W/ 1/2";FUTCH PLATE THIS SHEET H2 (2) - 2X8 #2 gyp SEE GENERAL HEADER NOTE 45 W/ 1/2" FLITCH PLATE THIS SHEET - 2 - 2X1 0 ill SYP GENERAL HEADER NOTE #5 SEE E N EA... H3 W/ ire lFLITCH PLATE THIS SHEET H4 (2) - 2XI12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2".FLITCH PLATE THIS SHEET (3)-1314"X 111/4 ATTACH TOGETHER W/{2)ROWS 1/4 X31/2 HS LVL 2.0E Fb=2600 PSI SDSWDSCREWS@16" O.C. TYP. EACH SIDE (2)-1314-X 9 1 A -ATTACH TOGETHER W/(3)ROWS 1/4"X3IrZ H6 LVL 2.0E Fb=2WO PSI I SDS WD SCREWS @ 16" O.C, TYP. EACH SIDE ooftADER SUPPORT NO. OF JACKS & +- STUDS REQ. AT OPENINGS OPENING 2X4 WALL 2X6 OR 2X8 WALL JACKS KINGS JACKS KINGS SIZE EA.END EA.END EA.END EA. END (1) (2) (1) (2) (2) (3) (2) (2) 10'-0" -16'-0" (3) (4) (a) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE let FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/83 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS. AT 12' o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 160 MPH OPENING PRESSURES I ENCLOSED -EXPOSURE B 7.6.9 B +27.5 / -37.0 +26.5 / -28.8O +26.5 / -34.4 E +24.8/.-27.1 F +24.8./-31.1 Q I . +24.3 /-27.5 O. +23.3 j-26.0 14'-0" 23'-4" 19 $ 7-8- NOTE: NOTE; 1. WIND. SPEED LISTED ABOVE IS AN "ULTIMATE" WIND l SPEED. THE WIND PRESSURES LISTED ABOVE ARE 10'.4" 31-8" 101-8" '-4". 11'-4" 12'-0" 7'-8" 'ALLOWABLE" PRESSURES WALL LEGEND I \-/ ' DEL 25 SH 25 SH FRAMED WALL • 16" RECAST ABOVE 16" RECAST ABOVE - q - - - _ _ - - - - - ' - _ _ _ _ ___- _ _ 'EGRESS BEARING FRAME `NALL _ W/ A.B. BW1 N 2'-10" 5'-5" --- d HOSE , U W ATTACHMETS 1668 cp FIBERGLASS rue srlowETt / uNIT � ALL 2X EXTERIOR WALLS W EXTERIOR SHEATHING W/EXTERIOR H1 w N ^ N I LANAI ` q n I ATTACHED PER NAILING SCHEDULE ACT AS 8'-0* CLG o v B O SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR © STUD SPACING AND GRADE. R S DRO OD 10%0". 31-10" 2'-0" 2•-B" 4'-6" H1 NO BATH O BEDR M 4 b v 3450 SH 8'-08'-0" CLG 171 MASONRY WALL 8'-0" CLG r 5 ¢ N W / B A.B. �. H4 O h o 6 � � � am A N 0 -: .. X ;N ' .H \\ , 1 u 1 I 1 t ' tT r j'i'. ix io ATTACHMENT (2) 3050 SH H2 O , VI S F. 2868 W9O O 5'S^ 3'-7" 1' 6' 6'-4- ��♦`QP G A BW3 AO H1 BREAKFAST��' i+) 0y I o a a= 10'-0" CLG ir) o GENERAL NOTES eJL - >; ei: OJ , LL t W$21 _ NiLIJI G.T.I 2868 266 2-2068 o 1.. R802.5.1 Door from garage Into house must be a FLR LINE z 8'CLG _ _ _ _fit _ _ o minimum 1 3/8" solid wood door, solid or honeycomboore door, 20 Minute fire rated door. �i '9•'� y O .. FL Q� ` N 36".FLAT BAR r� R SH / N x� steel or f� �i , `y F,SscIo," TOP ON34%" WALL �+ N d9 ;' ' 2Room. Bathroom exhaust fans must vent to the exterior of \ r/J]J 13'-10" N 18'-9" 2'-11" 3'-30" 3'-6" 2'-8" ' 3'-6" R/SH * the building, exhaust to attic space and soffrts is not I - - - - - - - ac a 'I bn shall be permitted to exit through ce able. V ml atl Pt Pe g : N d� ' ; � the soffit If solid soffit is Installed 5'-0" on each side of .:: R/SH I . ------- - - - - - NNW 2668 ' 2-2068 the venting. -� ) R/SH* - - - - - - - - -, 3. R302.6 The garage shall be separated from the n required Table R302.6. 3 -8 4'-10" .-I + ras tlence and it's attic as requ by N 4'd0" 6'-8" From the residence and attics by not less than 1/2-inch I W.I.C. °? ;' (12.7mm) gypsum board applied to the garage side. = I ' .' - Sol Garage beneath rooms shall be separated from all to I N , `�LR/S� i< , y�� I S-2 habitable rooms above by not less than 5/8 inch - I ' 4 iv ("1 ' 12'-11" ' 11'-6" the separatype X gypsum tion s a floor -ceiling assembard or ly, the Where Q ;aFAMILY ROOM r structure supporting the separation shall also L(�T(LJ C �� -N 10'-0" CLG "13 LV1`-[JJ L ¢ Q BEDT a protected by not less than 1/2 Inch (12.7mm) L 8,-0„ CLG `'1 e s Pa° o OD l0'-0" CLG. ti gypsum board or equivalent. Tom, 11 ., . , y J J J .._ , 2 B 5t Orn LL LL LL 0 0 0 0 o a I 4. R312.2.1 Window sills In dwelling units, where the E d It ' " , „- , top of the sill of an operable window opening is located - R - 00B' F� w a If ; ' `� x less than 24 inches above the fnished floor and greater W 13$ $ Gi OU Y ® I N than 72 Inches above the finished grade or other surface sw,5 Q !p LL II , G.LI cw N 'O below on the exterior of the building, the operable window B IL .�+ F o: O S BATH w m z -� m , shall comply with one of the following 3 listed metf10d5 . 11 " Z Y u 8 x „8-0„CLG 5,4„ 2'3" 1 „. �4 m IImsB ¢� O ~o G Aw 4' 10 N L6 .H �.. - 5. R308.4.2 All windows within 2'-0" of doors and In P Y - -' -- -4/0 bP'G - w 2_" S' B W m O cmv a 1 - shower or tub areas will be safety tempered glass. a a; m N ¢ ¢ e - - . - a 2 ¢ o s g FLL � K W B o u) o I 2�"Q 6. Gelling for exterior entries and covered porches to I } a Z a ' , 8'-0" CLG I iv have 7 16". span rated OSB nailed per zone on Ina y y "L DROP / Pa g a • I N CLG ; ; z V) x roof diagram nailing schedule or 5/8' COX. ❑ ❑ ❑ 2468 T-2" 11'-7 m 12'-11" 11'-6" w 1X T&G acceptable for substitution. wMV,R15ENG COP(. R/A ____ ...,moo to _" ,A. (n aQ to m «: 3 X 5 F.G. O SHWR -' m f''�I (_� - - 10" COL �` <� A/C 2868 ao """ w M �" I BEDR M 2 w c� 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. g€ Z m Q g chi 'o z ;; a - � ? I 5-SH + DROP BOX T 9'-0 6" WALL i i - a ° S' 0" CLG BW3 �..,. iv 8'-O" CLG 8. M1502.4.5 Duct length - In The maximum allowable exhaust duct length shall be Z l~N FOYER DINING ROOM 1 3,$" 3,-9„ a s° I LA dv p m determined b one of the. methods s ecifled in sections VT UI x I SO'-0" CLG M1502.4.5.1 through M1502.4.5.3 I LU C5 C2 q ; , 10'-D" CLG W y O 01 N AT SO'-0" i LU m o m 11 9. Callings for exterior entries and covered porches to be ' 3"X10„ DRYE VENT I o :.in f� C) - r1 - 1 DTILITY c z 7/16" OSB on underside of roof trusses shall be .0 p m CORNER THRU OOF , attached to all framing members with 2x blockingLu f 1 CD. PROJECTIONS MAX L T 35' < F� LLI I g'-0" CLG J o }.� 5 provided at perimeter. The OSB shall be attached w/.8d O C Li '11 0 WF39 i ® ALL LOG'S 3, I I ZZ 6 I TUB /SHOWER I x 0 rd LIVING ROOM - - - - - - ¢ ' 2 H4 S3 ' ' J w < ¢ w o nails at 6" O.C. field and 4^ O.C. at edges or 7d screw -I �. , SHOWN HANSO BOX x AL "i fo , ... y cOi Shank 3" O.C. field and 4" edges. Vinyl ceiling to be U `c3 E - INVERTED HIP To 10'. ,# `� ' O i @ 36" FF w r ' - T 2-2668 '_ x a ¢ attaches to OSB per manufacturer specifications -' 1- t 00 CEN R DOOR IN Q1 , Yn _ /� _ - EQv / ` 0 ' BET EN WALL ' ' VERIFY WINDOW TYPE I 3 gI N - W.H. (\14'�'/\ `f - - - - - - - x ' w '~ I 3068 " WITH ELEVATION ;: a �' _'� - --- ♦t N R/SH N -". �• c Do / EGRESS N 286 LO C4 0 o jmi / (2) -12' SIDELITES ¢ N d ub / I TRANSOM ABV. DEL 26 SH H1 a ' MET. T'HLD C M503 (1) SIMPSON HTT4 BW3 MS03 # / TRANS. ABVO O 51 D M MOM s /� A .,� ! III / I C REQUIRED BETWEEN C2 WF21 SEE ELEV. III S-1 OPENINGS ENTRY 4'-6" 9'-1" 5'-5" 14'-2" FLORIDA CONTRACTORS UCENSENO.CRC1330146 ROOF ras Aev " 10'0" T.o.M. 3000 GULFBREEZE PARKWAY DBL 25 SH GULFBREEZE, FLORIDA 32563 BMS O SF34 "' III Q 10' CEWNG DIVISION LOCATION: 4 4'-0" 10'.4" OBM3 III o ATICACCESS REVIEWED FOR PORT ST. LUCIE LOCATE IN FIELD to E7 " °0 ^ AA `' ♦ Job Information: ,12 8' CEIUNG BM3 II. III .- 2 -- MN _., ODE COMP I!ANCF- COL. " . TOP OF BEAM AT �+ryr- 36" HDECOR. ,,, „ S R HAND RAIL NOTE; v 3 CAR GARAGE iv 12"x12" COOS SIT p N 8'-0" CLG N 2" IN BOTH SIDES N N CD23 C5 CO23 O S-2 TYP.0 5-2 "------ ------------- , ENTRY " LIJ - 1 SEE DET. MS03 ON SHEET S1. ' _ �' E M N CRAFTSMAN ELEVATION NOTE: ' ' ' ' \JOn ATTACHED TO CMU W/ (1). JACK STUD ; MS12 I ro ro AT ALL FRONT ENTRY COLUMN W/ (2) ROWS 12d NAILS STAGGERED i &2 MS12 ; N a E >_ LOCATIONS USE THE FOLLOWING: ®8" O.C. S-2 HOSE Z h-'" V m r a' ® W = 40 lei ALT. BASE CONNECTION TO HTT4 O u , BIBB PROVIDE 18" SQUARE BRICK BASE (1) SIMPSON-0SP EA. SIDE @ENTRY ' nO ' 'J m WRAPPING POST AS REQUIRED ONLY SEE ELEVATION FOR BASE HEIGHT i 8 X 7 OVERHEAD DOOR i i 16 X 7 OVERHEAD DOOR , ® Model Name /Number: ALIGN BEAMS WITH POSTS 2265 8'-0^ 6'-0" AREA CALCULATIONSjC,• PlanlssueDate: o^ is'-s" Wednesday, June 23, 2021 lot FLOOR 2277 S.F. KA PROJECT NUMBER: TOTAL LIVING (AC) 2277 S.F. 21-6356 QARAGE 617 S.F. Sheet: ^ Of, (BASE) 7 COVERED ENTRY1 6 S.F. L FLOOR PLAN ' N COVERED PATIO/LANAI 186 S.F. p SCALE: 1/4" = 1'-0" ELEVATIONS "C" & "CR" FL®0 R f' TOTAL AREA UNDER ROOF 3256 S.F. PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUMI 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 F.F. VARIES GRADE SEE PLAN MASONRY @ ELEV. 0'-0" ; ?' ;;—- -Nyx *. W/ (1) - #5 BAR CONT. ''.� N 2 STORY: 20" X 20" REINF. N I e W (3) - #5 CONT. 16 (2) #5 SEE PLAN REBAR 16„ (2) # 5 REBAR BEARING FMO1 SINGLE STORY FTG 1/2" =r-0' FM02 SECTION @ GARAGE 1/2" =1'-0 REINF. SEE PLAN --- _F_F� CONT. I FM03 THICKENED EDGE 1/2"=1'-O",a`0 TO `�ILeuim��r (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. �� ..••. s IF GREATER THAN 24" CONTACT FOR OR 2x BRG. WALL 4J QP N 5� (SEE FLOOR PLAN FOR REFERENCE FMASW FOR STEM WALL OPTION + •'..k. MORE INFORMATION) J ; W4 &7 C PROVIDE 13" WIDE �' RECESS AT GARAGE FRONT WALL Ny.. OF GARAGE DOOR. EXTEND 6" BEYOND •� ,,.� 'k • (.,� -. F.O.M. EACH END, TYP. GAR. FIN, FLR. ICY � ' . . ( 4" 16" 4"i) �.i'?t''M1` `Vy,,r >• ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH RIVE N ' 2 STORY: 20" X 20" (2) #5 REBAR `Ise 1 anew•') y 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. 2 STORY: 20" X 20" v JOINTS 10' O.C. TYP. 16 (2) #5 REBAR W 3 - #5 CONT. y FM09 I SECTION @ GAR. DOOR 1/2"=r-0 FM10 INTERIOR BRG WALL 1/2"=1-0" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W 3 • #5 CONT FOR MORE INFORMATION) " `"- N Q ug HO a timr` Cg _F W g a 08 L2 EE PLAN D R. w s p:.�'w a w �.:-s 0 z 30 RN zWg a Z 245 REBAR g s W o $rF' us Z d a a Ml STEP DOWN BRG. 1/2" = 1'-0" =1'-0" e v °z ° U 3 v F°-£ 'a NMMr. FDSENG.0 ❑ ❑ ❑ OPTIONAL CURB SLOPED GROUT SEE PLAN ___ OR MASONRY AT TO DRAIN 4"x 4"x 16" W SEE PLAN (9 ELEV. 0'-0" WITH i'J CURB o w TYP. SEC. z a (1) #5 BAR CONT. (G.C. VERIFY) go z n I I z z �'-•� , F.F. REINF. i ) Q .� p wa (SEE PLAN) d 2 #5 CONT. a w INSTALL LINING ' �"�• - "' 2 #5 BENT BARS W/in MATERIALS PER .( T' * ' W kv MIN. 25" LAP SPLICE ZI NFBCR P2709.2 1 1' C� m� ° I MUDDED FLR. .. 16" .�+ W. a SLOPED TO DRAIN MIN. Ti3 p a ilk- - #5 CONT. m FM14 SECTION @ RECESS SHOWER 1/2"=1'-0" FM18 TYP. STEP FTG. DETAIL 1/2°=r�" � r vi�� u =(4 - _ N E ALTERNATE: REINF ,° THE REINF. BARS SHALL BE #5 CONT REINF. GRADE SEE PLAN law_ °' r CONTINUOUS AROUND CORNER r•, �i SEE FND. FOR BY COLD BENDING THE BAR WITH QUANTITY c,, i MIN. BAR LAP OF 25" aO Q, N o m +4 #5 X 25" X 25" , CORNER BAR ONE Cov £ y FOR EA. HORIZ. D I'll 1 REBAR, TYP. U.N.O. a •t• - - (2) #5 REBAR 16. FLORIDA CONTRACTORS LICENSE NO. CRC1330146 A/C CHASE 2 sroRv: 20° x 10° 3000 GULFBREEZE PARKWAY 4"PVC SLEEVE W/(3)-#5CONT. GULFBREEZE, FLORIDA32563 THRU FOOTING DIVISION LOCATION: FM19 TYP. CORNER BAR DETAIL 1-1/2"=r-0" FM23 TYP._FNI3rPI 1/2"=r-a PORT ST. LUCIE STEMWALL SCHEDULE COUN ® ob Information: FOOTING DIMENSION MAXIMUM p� •o STEMWALL F.C. SPACING (80 C HEIGHT (h) d 1 STORY d2 STORY b 1 STORY b 2 STORY NUMBER/SIZE OF BARS. LAT. IN. STEM WALL 0%0"-2'-0" 8" 10" 16, 20" W/ (2) #5 BARS <674# 6'-8" >2'-0"3'4• 10" 10" 20" 24" W/ (3) #5. BARS 6744 5'-4" >3 4"-4'-0" 12" 12" 328. 32" W/(4)#5 BARS - 845# 4'-0" >4'-0"-5'-4" 16.. 16" (5) #5 BARS CONT. 16" 48" 48" 1162# 2'�" & #5 CD18".O.C. TRANSV. o � SEE FOUNDATION PLAN �_ 00)) FOR F.C. SPACING ABOVE U SLAB LEVEL FILE COPY \ NOTES: /' cw a 3 dE 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS,IAMBS, WALL 1 INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM a � SPACING STATED IN SCHEDULE ® J L♦L�I � M o SEE SPACING (O. BV. -MM. F.C. u o 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND J m (/ (n 0' "` SPAgNG (O.C.) W.W.M. TO BE TIED TO #6 aA ", WALL WHEN STEM WALL EXCEEDS EACH HBED ELL LCANOCATION. NOT BE USED AND CONT.REBAR F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED @EACH FILLED CELL LOCATION. EACH BAR TO ® Model Name / Number: (1) #5 HORIZ. CONT. TIED TO i PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT MIN. 4'-0" INTO SLAB/ STEM EA. VERTICAL REINF. BAR a NOTE 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO 04 TURN BARD STEM #9 CONSTRUCTION FOR MORE INFORMATION 2265 WALLS GREATER THAN 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK 4'-0" �� " FILLING IS TAKING PLACE VT Plan Issue Date: (1)#5 HORIZ.CONT. TIED TO -i."° s of EA, VERTICAL REINF. „ „ "28,, 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" RN GRADE-8" MIN. I v .0 O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'.0" Wednesday, June 23, 2021 TO TOP OF „ - „ 6° h * TALL (TYPICAL ALL CORNED) 0 KA PROJECT NUMBER: STRIP FfG. .c 6.IF STEMWALL IS WITH IN f;•.0" OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL M WALLS GRFAM THAN (4) LY GROUTED. NONMAXX 12" FTs N FILL 8.R403.T1E.4 MINIMUM EF1j}(, EXTERIOR OFOOTINGS SHALL BE PURSES SHALL 13E LLACED NOT LESS 21-6356 STRIP PTO, W/ QTY OF *MIN. COVER d .SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. REINF: PER SCHEDULE b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO Sheet: (3 SHOWN) SECTIONS R403.1,4.1 THIROUGH R403.1.4.2. r i 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL FMASW STEM WALL SCHEDULE NTs 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 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 400 GEN LIGHT'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" - (.40 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 BIBB INSTALL FAN BOX PREWIRE INSTALL FAN ' INSTALL FAN BOX PREWIRE BOX PREWIRE / GFI /GFI INSTALL FAN Z BOX PREWIRE I r Ly i CM GR \ 1All, ITT Ip :GFI 220 FOR HOOD O \ - f - — — — — — — — — -' ATTIC ELECTRIC / GFI FOR D/W GFI OGIIF] �.�i`FAN _ BOOXX PPRREWIRE ' rl LOCATED IN' ♦ IF REQ'D BY CODE , I ' ' FI ADJACENT CAB L " I ' GFl ' - IGFI to d ' LLI I - D,�Q I A 'FAN I \ PREWIRE b II , u I ,I II I' -- -I� INSTALL FAN ---------------*--" / BOX PREWIRE VERIFY COMP. 220� LOCATION W/ BUILDER WP GFI D J I I I I INSTALL FAN �'y, C — — — i ♦ - �I _1� F:..11,.,;3.. BOX PREWIRE '6.d I ; I I In III 220 3D!h , / L �— J W.H. LI — J / - - - / P GFI @ 42„ I I I) III li NOTE: LOCATION OF METER AND PANEL BOX \ ` TO BE BY BUILDER. IF NO GARAGE SEVICE ATWC ELECTRIC DOOR IS PROVIDED A DISCONNECT SHALL III III \----------, BE ADDED AT METER LOCATION. p I„ III ♦GFI `. ♦\ `\ IFREQ'DBYCODE �S 042" m In \ \}J, id w . Fl COACH LTS... \ -7bFl FOR ELEV. FOR GARAGE "C"ONLY \ (------DOOR OPENER ) FOR GARAGE ___________________ I DOOR OPENER , PLACE COLUMN , COACH LIGHTS ON \ WALL BEHIND WHEN ' CRAFTSMAN ELEV \♦ i i. �42"� IS USED \ \ ; HOSE BIBB I I I I NOTE: ' KEEP COACH UTES OUT \ ' OF BANDING, QUOINS, AND ` \ ROUND COLUMNS WHEN POSSIBLE,. REFER TO ELEVATION ' FOR TRIM. COACH LIGHT - ' - - - - COACH LIGHT — ' — - —� _ _ COACH LIGHT 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. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION,. AND BY ALICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217. 6. PROVIDE AFCls (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315A.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24", THE WIDTH OFTHE 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 $4 FOUR-WAY SWITCH lJ V $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE nIT TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE e CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET y W GROUND FAULT INTERRUPT In Lu ' 2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT L) 220 VOLT OUTLET O-- DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL TV❑ T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET $P PREWIRE SPEAKER RECESSED LIGHTING J ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING T� 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 I' ALA P"NLt15tb ANCE SAME AS UNDERGROUNDS WIT ELECTRI LC NTRA TOR vG 200 AMP SERVICE " COPPF,(.jf?,4�4j,{�MN. NTY "CON V(j METER7TYPELECTRIGALt#12 A/C DISCONNECT UNDERGROUNDSERVICE BYPOWER COMPANY 14 COPPER TO LIGHTS AND OUTLETS COPPER TO APPLIANCES AND GFI 10 COPPER TO WATER HEATER B COPPER TO RANGE INTERSYSTEM BTO HVAC BONDING TERMINATION M GROUNDING WIRE WITH CODE APPROVED CL�A�MP'I TO EITHER 0) APPROVED GROUNDING ROD WI f�..I,T)Copy BONDED TO( FOOTI E ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. a�co E c ag F 00 Ito 00 ogig rNtVO'II C D. m m= LUj w Q In z gam R;m a O m wP s$8 IL 6LL ZN d a k �8 d JD° U r' S WWW.FD$ENG.COM ❑ ❑ ❑ z z o a J N �' o. ri Z 13 N a1L I- y m CJ — N E x o—� U `n 6 po FLORIDA CONTRACTORS LICENSE NO. CRC1330146I 3000 GULF13REEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE I Job Information: —j 0 c ri Lo LLJ O i U M M CL ® _j LU D o _j M U) n VI Model Name / Number: 2265 Plan Issue Date: Wednesday, June 23, 2021 VI KA PROJECT NUMBER: 21-6356 Sheet: 4 Of ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq inches of venting needed equally for intake and exhaust s TOP OF BLOCK W art RDOL VLNI W'DO HEAD HOT. 6 B ;0 in LItETE%NRED I CEMENTITIOUS COATING FIN. FLR. TOP OF BLOCK W'DO HEAD HT 4 OD pP fO , - _ FIN. FLR. 9 LITE TEXTURED CEMENTITIOUS COATING 48"-0FF RIDGE VENT 48° OFF PoDGE VENT 3450 SH - 2650 SH 2868 LEFT ELEVATION TR" SCALE: 3/16" -1'-0" DBL 3050 SH LITE TEXTURED DECORA' CEMENTI IOUS COATING ERG 0 ENTRY _ T.O.M.DOW HEAD HGT 4 EO ie fi FINISH FLOOR - '4'10" COL ON 28" HIGH RASE TOP OF BLO LFLIEAD Her 0 ED ID FLR. _ _ DEL 25 SH TOP OF BLf N'DOW H D HGT aP ID FIN _FLR. REAR ELEVATION SCALE: 1/4" =1' 0" 11 DBL 25 SH 72" HIGH COL ON 28" HIGH BASE(2) 12 s 3068 DOOR WITH (2} 12" SIDELITES & 63" X 16' TRANSOM FIXED GLASS ABV Soffit product provides '4.12 net sq in / sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 ft 7 S.F. of Area to be vented (SF) 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 Number of Off Ridge Vents for upper 1/3 needed 6 L.F. of Ridge Vent needed (can be used in combo with ORV) 43 .Lineal Feet of Soffit needed to meet required of Soffit 142 Ll neal.S.F. plan ,211' RIGHT ELEVATION TR11 SCALE: 3/16" =1'-0' REVIEWED FOR -_ - - - - CODE COMPLIANCI -FIBERGLASS ST SHINGLES' - " x 22" DECO LOUVER - (TYP 2) DOMINOi�AiiungWIN eno�Aulm■■i�wnu�i11111np Kul Il IAllII( IIIII�leiI IIIIIIL IJ11 1111=11 rL111_IIWINl 111111I 11111i - I IIIII IIIII IIIII IOWN m0fty I IIIII IIIII IIIII IIIII IIIII IIIII IIIII Illlll DBL 26 SH 8 X 7 OVERHEAD DOOR 16 X 7 OVERHEAD DOOR 16" TRANSOM FRONT ELEVATION-7 07 SCALE: 114" =1'-O" : k BRG.0 GARAGE �t%J1➢111111 / 0 "Ip N S bb s °j�u rsaa"a � a w v c 0 O 'a_y - - fD V O `A j�p& Im„ y 4 W � bsMLIE Qg��13 a o rn m Y 3 .ate Z � 9v�S W U ry �°- ¢ WNMJ.FOSENG.CONI ❑ ❑ ❑ 0 W Z o z Z J N a N z r' M 0 m NU O m w i OD U � oD EI, ®V,osd Q N ObD ®DAMSIOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE P�yy LL O Z 0 � O M ++ w Z C14 a U 3 m E E ® QJLLJ m DO o " Jm(n Model Name / Number: 2265 Plan Issue Date: Wednesday, June 23, 2021 PROJECT NUMBER: 21-6356 Sheet: 5 Of: ELEVATION - CR Bill= SEE DET. T80 3 FOR WIND < 155/C MI G.C.TO PR( BLOCKING 1 W/ APA RE( FOR SPAN F SHEATHING SEE "HIP R BLOCKING" 20'-0" MAX 20'40" MAX FOR WIND SPEEDS < 155/C MPH ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 1S/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS men IN MEN Sol MIEN MINN MINN MEMO I Else BOTTOM CHORD GABLE END BRACING �--� Z-OP CHORD 2X4 42 SYP 4'-O" D.C. MAX. FOR RR T (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 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN Nrs RSH 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) 100.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (FEE) HIP ROOF >20 TO 45 DEG. WIND AREA M VALUE DENOTES. PRESSURE [4:12}[12:121 (SO FEET) (-) VALUE DENOTES SUCTION a=4ft „y vB v O r ' AREA ROOF. 1 29. 2n 2r 3 3s 3r HIP -49.98 -68.93 -68.93 -68.93 10 GABLE -49.95 -49.95 -79.64 -79.64 -79.64 -102.64 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2r 2T. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 INFIELD r ZONE 3, 38, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" 0.0 IN FIELD '. ROOF SHEATHING' SHINGLE: F: 1932" EXP. 1 (42,) 0 1 TII r=• 1832' EXP. 1 (AQ2o) r NOTE, 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO Sd (2 as" x 0.113") NAILS "'llk�� r I,a FASTENED 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN la,", SHEATHING SHALL BEFAST �I� I, a �a�4Tfl WITH ASTM F1667 RSRSF0310d (21h" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF> 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C- IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-I12:121 @ 16" O.0 FIRST BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO W ATTACHED TO STUD AND OR SLACKING AT ALL EDGES, AMINIMUM 'tg" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGESAND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 2�". O NAIL AT BASE 2 ROWS @4"O.C. W/Bd COMMON NAIL, NAIL AT TOP PLATE TWO ROWS @4"O.C. W/Ad COMMON MAIL. © NAIL OPENING PERIMETER W/ (2) ROWS 04" O.C. W) SO COMMON NAIL. O NAIL INTERIOR AT Or 04, .1 ad COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL @4"O.C. W/ ad COMMON NAIL. O PLYWOOD SPLICES@HEADER - NAIL SHEATHING TO HEADER wl Rd COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. © (2)SO NAILS @3"O.C. TO EACH TRUSS END OR VERTICAL MEMBER IF GABLE END. 15/32" OSB- EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULLHEIGHTSHEET - - ---' n / FLOOR SYSTEM NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN.131"X 212'. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN'e" OF 2X TOP PLATE BEYOND 1532" 08B EXPOSURE I /- SHEATHING II II II II 11 F 11 II II II- SWD2X BLOCKING II III @ALLSHEATHING 11yy UI 11 II If I III II I EDGES 2; y B) III III III ' I I, II III II /A1II I I III 11 D H I (SEE SECTION X-X) p 4 �- III III OPENING III II II II I 11 P I II 1 1 lL--_ L_ J III II III II II II II O aLLOQ III III III C ill x II II a w III-- X-II---II---I III ul :III - T•---- nl n III II II II I � 2x STUDS BEYOND. W B III 1 11 II-IIII II II II 1 IIII IIII I 1 II I it II IIII Ili I I III I I II SEE PLAN 2 IIII IIII IIII 11 II IIII. 11 II'. IIII I II: IIII II II 11 1 II II I 1 II II II 1 JO� III I I. 11 111, IIII II II N I m IIII 11 III IIII II II II I IIII I I 111 IIII II II 11 I ALL9HEATHING I A 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM' 3I8" "S"=NAIL 3M. SPACING 314" 117 S 12' S " t o��E m rtt v=LL _WE 2xA P.T. BASE PLATE BEYOND SEE PLAN ATALL PANEL BLOCKING LOCATIONS MIN 2 X 4 82 SPF TURNED VERTICALW17116" FETCH PLATE TO W/ (2)1Zd TOENAILS EA END. KAIL FLITCH PLATE TO VERTICAL WI (4) SO NAILS li STAGGERED VERTICAL BLOCKING SINGLE NAIL EDGE SPACING DOLI-BLE N IL EDGE SPACING SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. .� CONNECTOR SCHEDULE FOR:`ADAMS HOMES -QZbS ECEV CR 3CF 'FYSU$S I,p' BEARING POINT TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLIFT FASTENERS -NOTE$ UPLIFT - DESIGN RATING C1 C5,E7 E7V8, /R 663 #or less HETAI6 /PER TRUSS MFR 810# (9) lOd x 1-1/2'" (9) 10d x 1 1/2 A01, B$3 L/M/R -889#orless HETA16/H10A/HETA16 1810H 1040#/1810# ,(18). 10dx 1 ,:. 9 10d X 1-1/2 (9) 10d x 1 1/2 /dig "Nil B$C B1;tC,.O$1 L/M/R -862#orless HETA16/H10A/H10A 1810#/1040#/1040# (18)10d x11/2 18 Ind X 1-1/2" (12(16d $'XC L/M/R -2120#orless 12)HETA16 /(2)HTS20/(2)HETA16 2365#/2620#/2365# (48)10d x11/2". 12 16d D$ 019'- L/R -795#orless HETA16/H10A 1810#/1040# (9)10d xl1/2". 18 10d x 1-1 2" ` 19)YOd x1-1/2" L R / -1307#orless HETA16 HETA16 / 1810# 1810# / (9) 10d x 1 (9)lOdx 1-1/2" `„t 61E819 �':, L/M/R -892#orless HETA16/HSOA./PER TRUSS MFR 1810#/1040# (18) 10d x 1 1(2'. , -1904#orless (2)HETA16/(2)HTS20 2365#/2620# (12)16d 48)10d x11/2' (18) 10d x 1 1/2' MM'X�t` L/M/R -756#orless H10A/H10A/H10A 1040#/1040#/10404 (18): 10d x1-1/2" - 18 10d x 1 1/2" (18)10d x11/2" M01,MX1 L/R -387#orless H10A/H10A 1040#/1040# 18 10d x 1 1/2" 24 10d x 1-1/2" ( ) / MG L/R -1098#orless HTS20/HETAI6 1310#/1810H (9) lOd x 1 1/2" GX CO NT. -168 PIT or less NAILS 330 PLF (1)16d@4"O.G PER GE01/54 PB-p61 CONT. -91#orless .PER TRUSS MFR 1/2" WA. , 87C, B13C, D7 SUPPORT CO LUMN - 2120 #orless DTT2Z 2145# g 1/4" x 1-1/2" SDS SCREWS TRUSS MANUFACTURER: PROBUILD/BFS DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS:. 4/21/21 I 6= LEFT, R= RIGHT &M=MI DDLE BEARI NGS •, BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS.. ALL CONNECTORS ARE StMPSON PRODUCTS.>: FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE IARK TYPE CONNECTOR&FPSTENERS See SYP CONNECTOR&FASTENERS SPF sYP OFRAME A TO HETAI6 W RD Otlx 1 V20R 1410 HTA16 W(IO)1W x 11?OR MASONRY FETANW(9)IOdx1V2' HTA20w/(10)10dx112" 150 18TI O FRAME TO FRAME H26A W (10)sd NAILS 638 686 RT1Awl FOAM HAILS Ste vM6 © FRAME To H1OA W(Ts)10d. I IZ 1013 1040 RTIOMAITIigl x 1 M' us ISM FRAME H1(V2W0MI0d x 1 VT -AT 2 PLY TRUSSES 830 NBC) 9118,2 W(IS)t Odx 112-AT 2 PLYTRUWES 035 1060 O FHAMETO MTS12PAl4)IOdx112'IATEMFAHBi 860 W0 MTW12*I4)10dxi 12"(ATEMEMOR PFAME LOCATIONINCLUDEFIT20TOENAIL9) LOCATIONINCLUOE(3)I(IAT NAILS 1008 1195 OFRAME TO MCT W(M)l M NNLS AND 818" A.T.R. wI IT 333D 3985 MuGT1EW1CM1 Od NAILS AND M' AT.R. W M30 6195 MASONRY EMBEOMENTWSIMPSON'SET'EPDXY EMBfONENTW91MP90N'SET'fEPO;4Y /=1 FRAME TO HT820 W(24110dxi i2'(ATEMEPoOR 1128 1&10 OW(2q)IOtlz 11/2•(ATEXTBTIOR 1R86 1680 V FRAME LOCATION NZIE 112d TCENNIB LOCATIONINCWDE(8)1MTOENALS FRAW TO R) HTS20 W(4B)IWx I T2"(AT EXTERIOR 2250 2M (94 Hl Wv4(48)1Od x 112• TAT EXTERIOR 2570 3060 FRAME LOCATIWNINCUAE(8n2tl TOENAILS L®(:ATN1ry INGLUOE (8)12tl TOENAIL9IFA) FRAME TO MOT2W/(16)I0d NMU5ANDR)S/P AMR M1GT2 w/0611pJ NABS ANO R)SA' A.T.R. G O MASONRY W 12"EMBEOMENTWEMPSON •SET' 1009D. W12-EMSEDMENTW91MP90N'E ] 020 ] 9 W EPDXYDRMT-3 FOR 3-PLY1 EPOx((HUOTSFOR 9FLY) OFRAME TO FGTR W F 8) IN' x T SOS WOOD SCREWS 3400 4725 RF-USW(1ZW53WOODSCREWSAND ]I00 MASONRY AND Q) I2'x6'TTEN WANCHOR BOLTS (4)8l4•x8•WEDGEBOLT D1 LGT2 W(16)) 1 W SINUERS QFRAMIETO &M V4"x21/4"TTEN2 1750 2030 MASONRY SEENOTEN85LOW 2 © FRAME TO MAB R ON Y/ R) LGn W (32)1W SINNERS &(14) IN .2 PLY TRUSS R 1 950aM 4000-M RI LLLGi2 W (32116d SNICERs & 110) 9M x3" EBOLT TPLY TRU39 WEDG ( ) 1100.M 3100A FRAME OR RN lad SINKERS F00. FRAME (EA) B29DF 3JJ0-F OR R2)18d SINKERS FORFMME (EN MOM 462NI R)L(BT3WR4)tl4'x3'SD69CREW6 473aM 65X0M (2) LUOTSWR411Kx2112' WM5 p}60M 70604 7WA-1 ©FRAMETO 3 MASONflTr &(aIITWx3TITEN(2PLYTRJSS)e 8010F 696a-F 6CIEWS& H)3/8 z5'WBRPLYTRU66) 6480F OBEAMTO 1U4IU OPT HU0410 W TS) ITTEN GA45E) HD4IUOPTIU9IOIFVot0l1 "x3" G4335: MASONRY I lAPaW4"ADO)lWNAILS Wt1800 WEDGEaOLTfl(10)IN"I$ U*860 L2 SFS MTO MASONRY/ HW6OPT HU046W 610d HAILS 1 I (11)1/4'x23/4'TITEFORFRAS.) t OA 590 LOOKISNIP-F M8 G 000 U01135 HD46OPTHL194W lWNAILB & (12)1/4'x2314'TAPCON6 (TO MA6.) 626 UA1030 U41 GM01: IJA850 FMME OR (Ya)1M 816)Ide (fOR FRAME) SNIP-F 811`4 OR (12118tl 61611pd IFORFMMEI 61nRF SNP-N TO (2)HEAISOPT(4HETAM 1920 Iwo(2)HFA/60PTMHTA2O 1870 OFRAME MASONRY 1-PLYwI(10) IDOx 1 VV OR JIM 2365 1-PLY W/ (10)1Od x I I V OR 2430. ZPLYWII2)1Gd SPLYW(12)16d KT&416 W(8)l0d NAL6 AND A 1M'S21W 968 1110 KTWMle W(8)t Od NALS AND (4) llp M• 11w 1225 TO TAPCONS WEPGE-BOLT OFRAME N MASOrvRY OR OR HTSM20 W FO)IN NMLS AND(4)U4"# 1/4- MS 1110 41WRID w/ D O)l 00 NALS AND (4) 1M°x1314' TAPCONS WEDGE-BO.T T40 Ins OP FRAME TO H10SW(8)3dx112'NML8AND (2)341'xl• ]80 810 MASONRY TTAN FD FRAME TO mmWR)1N'xt lYl'BDGINOOD oT9-TZW(9)1N" x1112'W315NAOD qO MASONRY 8MM8AN](1)1P26A.T.R.EPDXIEOW gMPSON°SET• SEE NOTEM 1835 9145 BCROMSAW D)IQP9AT.REPDXIEDW SIMPSON"SEA' SEENOTEM 1510 1035 FRAME TO HTITWCM)18dWlOPNAILSANDr)E6"S HTT66W(2d)18dx21/TNALSANo (I) RO. MA90NRY ATR.EPCXIEDw1SIWSON"3EP SEE NOTEMSELOW 4375 5000 MB'B AT.0. BOJ(IEDWSIMPSON"SET' SEENOTEMBELO - 50A5 TO HTTS W(18) ISO W 1W NMI5 AND (1) 8B'. B HTT4B W(10) 16d Xl 1W NABS AND (I) OFRAME 9 MASgHRr ATAEPONEDwISIMP80N"SET'. NOTEM BELOW 3840 6238 &PB AT.R EPDXIED W SIMPSON"BET (SEE NOTE M BELO 4180 OFRANE T TO X109 W 24 10tlx1 17NALS 786 91D LU(4T1 W 23 8tlx112'NAIl8 170 IMB FRAME OF U HM9KTW 41MkI 112•3DSWOOD WO 780 RTiBMW 1Wx11/2"NNLSb 13M lass MASONRY SCREWS& Is) IAW114-TAPCOM3 (4)IA"x13M"TAPCgN9 FFAAIS To V(BTW (161/4.0 SOS WSC OOD REWS& IDMABGNRY (1) E6.9AT.R. EPDXIED W RMPSON"SET' SIM, 4940 W IT MIM EMBEDMENT FRAME TO (2) VGT W(32) IANT SDS WOOD&CREWS O MASONRY d R) 6Is'B AT.R. EPDXIED W MMPSON &l70 71M 'SEA W 12" MIN. EMBEDMENT OFRAME TO VGi W (167114"xB' SD9 Da ryDU4-S032.5 W(10)1M"�1/1309 W000 32s5 466B MUGT15WR21111d NNL8&HTi45 w/(18) FRAME SCREWS &IU SM"BAT.R. tDe NNl3811) 62'DA.T.R 41BO FRAMETO oCHTT&w/(82)IM1X1/!°NAILSS (2)HTT46W(M)16dk2lWNAILS n/-,�, .4375 5090 _ 5008 1. CONNECT ALL FLOORTRU66E5 TO INTERIOR BEARING WOOD WALLS/ BEANS*% IN TOENAILS. 2. ALL TRU9BTOTRUSS CONNECr10NSAREPROVIDEOSYTRUSS MANUFACTURM,UNA ON PLAN. 3. O.G MAY USE EITHER MMPSON OR USPCONNECIONS SEE FRAMING PLAN FOR CONNECTOR CALL OIIT. 4. FORMNG-EPLYTRUSSES, SCABONFULL HBBGHTSYPAIPM-TOTRUS3VERTICALWEBW(2) ROWSOF10d MLSQ TO.C. STAGGERED E. 12" MIN.A.T.R. EMBEDMENT@@ CMU BOND SEAM U.N.O. 6. SCABTRUSS CHCRDW4W'N3YPA2INA7GHCHORO LLMBERSGE)wl (2)ROWBIW04-FROM ENDSYO.C. STAGGERED; CENTMAT CONNECTOR LOCATICN AS MUCH AS POSSBLE O MINMALCONNECTORUNOONFRAMINGPLAN 1. CONNECTIONFOR ALLROOFIFLOCRTHUSSESTO MASONRYWALLSIUNTE.M K)FWALLR UNO ON PLAN 2. CONNECTIONA724"ORS O.GPMDNGVERTiGALSFORALLFLOOR'IRUSSESPARN LTOMASONRY WALLS SEE GETML FM2113.1 FOR MORE INFORMATION S CONNECTION FOR ALL HIP JACK(OCRFER JACK) TO MASONRY WALLSACF WALLSAINTEL6 4. CONNECTION FOR ALL CONTINUOUS RIM SOARO To TOP OF MASONRY AT 52. 0,0 MAx. W.(2) AT EACH CORNEA. GC TO VERIFY LOCATION DOES NOT CONFLICT w JI(IF APPLICABLE) LAYOUT 5. CONNECTALLFLOORTRUBSESTOINTEFdWBEARINGWOODWALLBEAMSWI(2)12d TONNES ®. MINIMALCONNECTORUNOONFRAMIM3PLAN 1. CONNECTIONFORJACKTRUSSTOWOODW4LORPSAM CC� MINIMALCONNEC'FORUNOONFRAMINGPAN 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 W-0" O.C. MAX. 0. CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH.2x4 #2 SYP. WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH Sd NAILS AT 4" ON CENTER AT ALL EDGES AND THEN S" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1,1 - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO 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 FD lW P.1,1 1) 4) 74H, �VY REFER TO ROOF PLAN & ELEV'S FOR 0 H. DIST FILE 1 D •E--METAL DRIP EDGE C.M.U. OR ICE WALL - 2 x.SUB-FASCIA SEE TYP. WALL --- f ALUM FASCIA SECTION 2x2 #2 P.T. MIN. FASTENED - 2x BLOCKING NAILED PER NOTE 2 BELOW. TO TOP CHORD OF EVERY OTHER TRUSS W/ (3) CONT 2 x 4 NAILED TO - 12d NAILS, TYP. (**) (***) BLOCKING w/ (2) 12d NAILS CONTINUOUS SOFFIT L 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. FA%TEN TO CMU W/ 3/16"x3" TREN 2 AT 16" O.C. (IF WOOD WALL, FASTEN W/ 0.148"X314" AT I(6"0.0J 3. (F) CHANNEL APPLICATION: 2x2 NOT REQUIRED SEE (PA) AWTAULATION GUIDE (*) REFER TO THE PRObUCT APPROVAL FOR INSTALLAION D(3'AILS (**)AM **) ALUMINUM So V-4" BLOCKING REQUIRED. FF ) VINYL SOFFITS> 1'-0" SHALL HAVE FOR SOFFITS < 1'-4" MID BLOCKING NOT REQUIRED MID BLOCKING PER R704.2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" `Vyp1011118F°°p h P c,,•�C'��6A �, c-I i O ••, z Q Cr �,� Ir On g Q I W UP 00 DrD a m r 4 U � � O Ct m LJi IJ+. IJi W NM ��Nw aflSLL�C d N to O x3tt qq Zg O a2•�§FLU°.J F- J m F- P.G�Ik III LL Ef� 0 8 N p $ WWW.FDSMG.COM ❑ ❑ ❑ 0 ~ _ z Zo 4 m a N Z N M v; 4-! W 'P, "I M a N " \ u -A (Dow03 nc Ln_�1- (13 W t CN y '= O mNoo 0p DAMS HOMES FLORIDA CONTRACTORS LICENSE. NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: �xev 1rxxV- 1 z 0 (A W E2 M 9 W z N 0. ��\ F-``e0 ti'a (QJWZ) M o J CO V) (1)00 D- ♦ I Model Name / Number: 2265 ♦ Plan issue Date: Wednesday, June 23, 2021 ♦ KA PROJECT NUMBER: 21-6356 Sheet:Of: �6 S • A29001191M 7 LINTEL SC ULE LINTEL BEAM: - 1 COURSE LINTEL BLOCK W/ 1 1115 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BILK, CELLS WITH 3000 P.S.I. GROUT ONE #5 @LOCATIONS SHOWN ON THE FOUNDATION GONG. SIAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25'(ACI 530) FOR MORE INFO T'OP OF SUAE m Il�nn u91gi=nmy I& unan��llr'=o uFfil�l s 1 ♦+ L SEE PLAN FOR TOP OF WALL AND LINTEL INFO. (PRECAST LINTEL - BEE LINTEL SHEET FOR SIZE OF LINTEL) F.C. EACH SIDE SEE PLAN - OPENING - N.T,S. MS07 I LINTELS AT ENTRY DOOR w/ TRANSOM TYP. TIE BEAM W/3000 P.S.I. LONG. W/1 #5 REBAR CONT. SIMPSON SP4 W/S) -10d X 11/2 SP6 OR SP8 FOR 206 AND 2X8 WALLS a n DOUBLE 2x TOP PLATE I' STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 1 P.S.I. CONC. W/1 #5 REBAR. VERr. INTERIOR BEARING WALL INTERIOR SHEARWALL - EXTERIOR FRAME WALL f , e" C.M.U. 1• '< 2"x#2 SYP/SPP P.T. W/ (3)1/2" X e" "J" BOLTS OR (3)1/2" X 6" EXPANSION ANCHORS OR (0) 3" X 1/4' TAPCONS OR (8) 2 7/8" HILTI TIX-DO NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO FRAME (EXT/BRG/SHEAR) WALL TO N.T.S. MS03 AxAOnnl nV PnnIAICPTln NI f1CTA11 20" MIN. LAP #5 REINF. .BAR q 43 OR#4 REINFORCING 7l BAR /e• 4101 &4 1 An SPI ICE 25" MIN. LAP 5 STD- 90° H# CIF CING BAR HOOK - #51AP I SPI CI SCALE:1"=VO' A a6" MIN. 1.812 #6 REINFORCING BAR " GRADE 40 U.N.O. #B I AP SPLICE I MSOS I REBAR SPLICE DETAIL - GRADE 40 1 N.7.S. I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING #ROWS 2 x 4 1/4" X 28A- 12" O.C. 1 2 X 6 d./4" X 21W 12" O.C. 2 2 x 8 1/4" X 2sA" 12" O.C. 2 NOTE: TAPOONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST ur LINTEL a i (2) 2X P.T. > ' BUCKS W/ 1/2" O.S.B. BETWEEN FASTEN PT 2 NAILER TO MASONRY 1 j IF DOUBLE 2X...... IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2X BUCK DETAIL N.T.S. T AS NEEDED FOR TRANSOM HEIGHT '_ .TRANSOM OPENING' J, FRAME INFILL f AROUND WINDOW BY BUILDER SEE 1'F • WF01 FOR MORE INFO " • i (2) 2X8 WOOD HEADER •' TURNED SIDEWAY ATTACHED THE RRST PLY 2XS TO MASONRY WALL W/SIMPSON HUS26 HANGER ® EA. END. USING (6) 3/16" CIA. X 13/4" TARCONS INTO MASONRY & (4) SOd X 11/2" NAILS INTO HEADER. THEN APPLY THE 2ND PLY TO THE 1ST PLY W/10d STAGGERED @ 6" O.C. SIMPSO4 SP2'S TOP AND 80T. W/ 12 100 NAILS /� EACH STUD ' -2-2x4 SPF SIMPSON LSTA30 31 W/11-101 TO PLATE 2 z 4 SPF AT 2 x 4 SP & 11-10d TO COLUMN LISP LSTA30 IL I A SIMPSgtl A34 W/ (II X 1 W/ 22/SOd NA[LS J " . • • NAILS 0 TOP & BOTTOM OF HEADER SEE PLAN FOR HEADER 4X4 MIN OR BUILT-UP COLUMN EA. 2X4 NAILED TRANSOM I REFERENCE DETAIL 1 W/IOd08"O.C. WF02 IF RADIUS III / OPENING REQUIRED ill SIMPSON MSTAM36 MAY BE USED W/ 1 I I (8) 1/4"X2 1/4"TITEfS TRANSOM OPENING 1 I I & III NAILS. ARGiED OR FLAT 1 11 2 x 4 SPF AT I 2-2ZR SIL0 P.T. SILL PLATE W/ 9x"RS" ANCHOR BOLT 3r O.C. 0 BASE PLATE -{It/DOUBLE 2X4 W1 USP MP34 0 TOP & BOTTOM 2X8 P.T. W/ Yx"fO"SINPSON A34 W/ (8) TAPCONS 0 6" O.C. I8d X 1 1/2 NAUSIN MASONRY OR 10d NAILS 0 6"O.C. IN WOOD. FRECAST OPTIONAL FRAMING TO BE 2X4 SPF UNLESS OTHERWISE SIMPSON SPI Will I NOTED. *10d NAILS 0 BUT AND USP SFT24 Wif 12-10d NAILS® SILL 1 I DOOR OPENING N.T.S. r I INF08 I LINTELS AT ENTRY DOOR w/TRANSOM LINTEL NO. LENGTH=FT. SAFE GRAVITY LOAD JPLFJ APPLIED GRAVITY LOAD (PLF1 SAFE UPLIFT LOAD APPLIED UPLIFT LOAD I PLF1 COMPOSITE BEAM 1� 17'-411 950 PLF 138 PLF 404 PLF 93 PLF 81 MINIMUM 6MUM 2T 4'-6" 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'-611 2661PLF 1719 PLF 1634 PLF 963 PLF 8F16 -1B/1T 4'-611 6113 PLF 200 PLF 2724 PLF 105 PLF 8F16 -16/1T ® 12'-0" 1254 PLF 184 PLF 723 PLF 121 PLF 8F16 -1B/1T 0 12'-811 1075 PLF 164 PLF 606 PLF 120 PLF SF16 -1B/1T ® 9'-4" 1843 PLF 307 PLF 1133 PLF 173 PLF 16" 1 MINIMUM NOTES: 1. ACCEPTABLE LINTEL MANUFACTURES INCLUDE: CAST-CRETE OR QUAILTY PRECAST COMPANY ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE PRODUCTS.) ve O O HURRICANE ANCHORS (TYP.)- b REBA' AT "Ca MN. lu ¢EGv -VYCLEAR R`r• d,R= `�` •� •e REI A- eorCM 0 w LNTEL CAv o0 om RaINIORCING }e/B°ACPJ4L MR IDI IN LNTEL (vMUEN w Ncri 4 uI TYPE PE31GNATION - p•HLI.eP W" . I11 ra. oral CaAicri • or +B REBA¢ At IF WTTOTI GF 'NI0 ITY Sr-16-18/IT1r NDMNAL WIDTJ J L witT of t, NOMINAL HEIGHT REI AT TDP MATERIALS I. fro precast lintels - 35oo psi. 2. fe prestressed lintels a SGOO Pal 3. rc grout = 3000 psi W/ maximum 3/8" aggregate. 4. Concrete masonry unha (CMU) per ASTM C90 W/ minimum rat area compressive strength =19W pal. '.. 5. Rebar prodded in precast lintel per ASTM A615 GR60. & FIHtl rebar per ASTM A615 GR40 or GREG. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 Wire per ASTM A510. & Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled lintel• as required. 3. Installation of lintel moat comply wfm the architectural and/or structural drawings. 4. Lintels are manufactured With 51 long notches atthe ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/350 vertical deflection, except lintels 17'h"and longer with a nominal height of W meet or exceed L/180. 6. Bottom field added rater to be located at the bottom of the lintel cadty. 7. 7/32" diameter wire straps are welded to the bottom steel for mechanical anchorage. 8. Cae4brplace concrete may be provided In Composite lintel in lieu of mncrete masonry units, 9. Safe bad ratings based on ratonei design analysis per ACI 31S and ACI 530 10.1-lntel min. depths We called out on lintel plan. If contractor Installs a deeper lintel than Indicated on the pan, doing this Increases the strength of the [Intel and Is approved Without engineering letter. If a smaller lintel Is Installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing Excepton: Safe loads for urdiibd lintel$ must be reduced by 20% If bearing length Is less than 6-1/2-. Safe bads for all recessed Ilntels based on 8" nominal bearing 2. N.R.=Not Rated. 3. Safe loads are total superimposed allowable load on the section spedfled. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One #7 mbar may be substituted for two #5 rebars In 8" Ilntels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum mslsdng moment and shear at dsway from the face of support. 8- For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads In units of pounds per IIneN' foot. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC PRECAST "U" LINTEL W/3OWPSI CONIC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT R N g ' i YID'• �.1 ill REBAR ON BOTH SIDES OF OPENING qN.O. STD. 90 DEGRE ANGLE 30W P, CONIC. W/1 #5 REBAR PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CIVIL COURSE BELOW SILL & FILL SOLID W/ (1) NB BAR FOR ALL WINDOW OPENINGS E'-6" AND LARGE 8"xa-x IS. CMU QX0. GROUT SHALL BE FLUSH WITH TOP OF WALL ZK F Gepy x ,SEE FO TION PLAN SEE FOUNDATION FOR LOC IONS PLAN MSO1 I BLOCK WALL REINFORCEMENT g E Tit 7 ¢ h ✓� TYP. BOND BEAM 8"xe"x16'K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONC. W/1 #5 DIA. REBAR INDICATES FILLED CELL FROM FT6. TO BEAM WITH 1 #5 BAR MIN. N.T.S. TYP. DOWEL 25" MIN, LAP (ACI 530) 01 tAClt 9flfP/� ! �� R .•* -',CE OFLU No w L �"'re . a r IIw a N U 1- ii-H 5 x� O S iA a� Ii D' EGG�� Na a W�� a A pr'n elig `o a �m-PA aM.w Fmk g(LM G Y.. r>Q Y$�miSv ¢ =" LLzq<�k _ Z O in O Q � U g % )ON O 0 11 (, z o 28 J y a c a N Z N LE LL DO W 2 - C � m � III W V ¢Ndm. ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE F Job Information: O zN to LU O � U M M K N d `d Q 0) nos FI -� W VJ VJ LL Model Name / Number: 2265 Plan Issue Date: 1 Wednesday, June 23, 2021 KAPROJECT 'NUMBER: 21-6356 Sheet: A Of as LINTEL PLAN 2x6 #2 SYP P.T. 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" ° "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL b ZSECTIONAL ® OVERHEAD DOOR CONL P.T. #2 WOOD . : SYP 2" X 6" =e[ezatnarsa c at ,. TRIM on ti ;I1 �C os. J U 04 2"x6" P.T. WOOD JAMB C= s 04 ° : LU p DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER GARAGE SLAB s �'•• S �o®�O L 0 TYP. GARAGE DOOR N TRACK MOUNTING DETAILrol ''aaIII111' G O7. N a MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.s. 0ma � dm d d d NhiNF' W d o. BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH Q Z O o. UN-] � � o � R � r R 30 INSULATION PER PERMIT APPLICATION PROVIDE BAFFLES VENTED ATTICS) w a " W N 1 & m J BLOWN -IN AT EAVES (FOR fie, Z -8 d FORM FBC AND ENERGY FORM SUBMITTED ' 12 WITH PERMITENERGY 12 FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) - � a 8 a E lei PROVIDE BAFFLES AT EAVESLL SEE PLAN .\ OVER APPROVEd UNDERLAYMENT Z 0 J w g� SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA wam'.rnsFwc.conr ❑. ❑ ❑ FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION OVER APPOVED UNDEItLAYMEM PRE ENGINEERED OD ROOF SHEATHING - SEE SCHEDULE - TRUSSES @ 24' IRSHI - ON FRAMING SHT. FOR _ SHT'G & FASTENERS n � - �. ,. PER FBCR 905.1.1 OVER APA , - n , - SEE ROOF PLAN FOR Z $ S ROOF SHEATHING - SEE SCHEDULE- PRE-ENG. WOOD RSH ON FRAMING SHT. FOR 1- , ' �� " TRUSS ANCHOR (SEE PLAN) " INFOTRU& CONNECTION „ , �'-+ - INFO &LAYOUT DESIGN w ^� +"" Q .. I TRUSSES ® 24" O.0 SHT'G &FASTENERS. ^^'^ SEE PLAN FOR - iF _r _- -------- - - - � ! •, 1/Z" DRYWALL o • �,c•+ SEE PLAN FOR - TOP OF BEAM LO ' TRUSS ANCHOR (SEE PLAN) ' FELT PAPER OR • °' ETAL DRIP EDGE �" z M , I TO BE INSTALLED ON OUTSIDE TRUSS PLATE '' SEE ROOF PLAN - =^ 1/I , � „ „ \, ,, „ „ „ „ „ „ FACE 3/4" P.T. NAILER r 2X SUSFASCIA • r • :�. SOFFIT. SEE ARCH. �I'�� -FORNECTI SIZE & _ CONNECTION INFO ' - # y. d wd 11V DRYWALL PLANS ' ..*-METAL DRIP EDGE V wa 1/2' DRYWALL _ CURTAIN NAILER r 8 x 8 X 16 K.0. rt O w N c CONNECT ALL 2x STUD ZX SUBFASCIA I4P.T.@WINDOWS h LINTEL BLOCK 1 x 8 P.T. @ S.G.D. n O,H, W/ (1) #5 DIA, REBAR & ti m TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. " 3000 PSI CONCRETE SEE ElEV. , ' , , U - -- w O 8 16d TOENAILS PLANS 1/Z" DRYWALL _ " PRECAST "U" LINTEL H SEE SCHEDULE ' HB&G COLUMN WRAP OR ' , ~ 5' �_ N x m SEE PLAN FOR HEADER SIZE " " N 7/16" o U o u W/4M O.�MING (•� m ATTACHED PER SHENAILAI THINGNG Q tN d ego 10 f J EDUCE DAMS HOMES OPTION, 15/32" OSB EXPOSURE 1 ON O.H. EXT. WALL W/ ALL EDGES BLOCKED. SEE FLOOR PLAN FOR � � -' w w MAXIMUM OF (3) - ZX PLATES MAYBE ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB33 FOR NAIL ATTACHMENT. � SE FLORIDA CONTRACTORS LICENSE NO. CRC1330146 (OPTION) STAPLE: 16 GA.. 13/4" PLY ATTACHED W/ (2) ROWS OF l6d STAPLE @ 2" O.0 EDGES AND FIELD. f NOTE: 94" MAX. SILL HGT. ON n FILL CELL {3) #5 DIA. CONNECTION INFO. , � � � NAILS AT 8" O.C. ALL BEDROOM WINDOWS, n REBAR W/ 3000 PSI , i i a SECURE 2X4 P.T. BOTTOM 3000 GULFBREEZE PARKWAY u CONC. ALL LOCATIONS " PLATE w/ 5/8" x 8" GULFBREEZE, FLORIDA 32563 SHOWN ON FOUNDATION " i ANCHOR BOLT SET IN VINYL FRAMED WINDOW W/ SCREEN (G.C. TO VERIFY W/ FLOOR PLAN N &FLOOR PLANS " ' ' o , , p SIMPSO�N• HIGHSTRENG7H 1l E.Y IYYE&1"�MBED. DIVISION LOCATION: P® . LUCIE PORT LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS. IF NO .N. CODE • °b Information: OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). y ; , ", i ... ST. LUCIE' COUNTY NOTE: 44" MAX. SILL HGT. ON r r 1 1 BO p /� G ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW V ` WINDOW STOOL A W/ SCREEN CEMENTITIOUS DECORATIVE FINISH 7/8" THICK PER ASTM PER SPECS a M PRECAST CONIC SILL SQUARE CMU BLOCK BASE W/ lx4 P.T. WRAP or (4) #5 VERTICALS FILLED SOLID LL_ C'926-98A u STUCCO BAND SEE ELEVATION FOR MORE INFO PAPER BACKED FOIL R-4.1 u 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL u MORE INFORMATION). SEE TB13 PER FBC AND ENERGY FORM EXTERIOR FINISH - 1/2" DRYWALL ON SHEET SUBMITTED WITH PERMIT (SEE ELEVATIONS) a) FOR NAILING INFORMATION FOR APPLICATION O R-13 INSULATION AT EXTERIOR WALLSHEATHING. WOOD FRAME WALL PER FBC' P.T. 2X #2 SYP. BASE PLATE FIG. DOWEL #5 DIA. REBAR 1 x 2 P.T FURRING 17" IN CONCRETE - 25" 1 x 4 P.T. _ W > CO M +-' AND. ENERGY FORM SUBMITTED w 1 2 x 8 A.B. OR 1/2" x 8" TTTEN EXTEND (AC! 530) ABOVE BASE NAILER SEE FOUNDATION u7 x WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. MIN. 6" FROM END - SEE WS07 SLAB. ALL LOCATIONS SHOWN W000 BASE ON FOUNDATION PLAN PLAN FO G SIZE.1 c p�,i F COPY 7 L . ' N p° M ` • . . )— � V r� a. WOOD BASE FOR TERMITE SHIELD SEE FOUNDATION PLAN ' SEE FOUNDATION PLAN FOR LG. LOCATIO o � III 0_IW� 00 o FOR SLAB INFORMATION TOP OF SLAB I SLAB INFORMATION' — - TOP OFSLAB _ - r /1 ...I _ _ - - _ _ _ ® -_ Model Name /Number: ti r ` • %' ;01 ' . GRADE A GRAB REN 2265 Plan Issue Date: CLEAN '�' "' 'SEE PLAN FOR - w • •• June 23, 2021 MPA ED J COMPACTED °' ix � , RE -BAR QUANTITIES Q FILL ! IT Wednesday, —\_ KA PROJECT NUMBER: SEE FOUNDATION PLAN 16" P, FOP, SEE PLAN SEE 21-6356 PLAN Sheet: S-2 Of: _ WS02 I TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=r-°" WS01 I TYPICAL WALL SECTION 8" CMU 3/4" 1'-0" CD23 COLUMN @ ENTRY CRAFTSMAN STYLE N.T.s. TYPICAL FRAMING _ DETAILS INSULATION AT EXTERIOR WHEN REQ'D RECESSED WOOD FRAME WALL PER FBC PRE -CAST LINTEL AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION NOTE: MAY CUT BACK 2x8 P.T. U STRUCTURAL 8" D BLOCK TIEBEAM TOP TO ALLOW CONT. 2X4 BL G CLIP EACH TRUSS SHEATHING W/(1) #5 REBAR U.N.O AROUND CURVE. MIN, 2 TITEN (SEE ROOF PLAN CUP EACH TRUSS FOR TYPE) ' (SEE ROOF PLAN FOR TYPE) ANCHORS TO 2x8 - I FRAME OUT TO i BLOCK EDGE FRAME OUT TO LINTEL BLOCK EDGE ONLY ® , IF NEEDED. SEE PLAN (SEE PLAN) ® I EXTERIOR SHEATHING'. ATTACHED PER NAILING 'A 7/16" O.S.B. 2x8 W/ (3) 12d '.�, SCHEDULE TB13 ON , EA. SIDE TOENAILS EACH END SEE PLAN FOR SHEET 6 I STUD ANCHORING: BEAM SIZE STUDTOTOP PLATE: BLK'G. /16" OSB W/ 6d INSULATION. AT EXTERIOR i INSULATION AT EXTERIOR I SIMPSON SPA . TO O.S.B. NAILS @ 16" O.C. WOOD FRAME WALL PER FBCAND WOOD FRAME WALL PER FBC W/.2 - 8d TO SIDE & TOP NAILER AND ENERGY FORM SUBMITTED ' WITH E PERMIT T APPLICATIONGY I�ED I 2 X 4 SPF EA. END WITH PERMIT APPLICATION EDGE VIEW (WHEN EXTERIOR WALL IS (WHEN EXTERIOR WALL IS ' AT 16" O.C. 2x4 SPF CONTINUOUS EXPOSED TO INTERIOR SPACE) ' BLOCKING ATTACHED EXPOSED TO INTERIOR SPACE) 2 X 4 SPF 2 X 4 P.T. TO 7/16" OSS W/ (2) 8d , AT 16" O.C. SIMPSON SP4STUD TO BOT PLATE: NAILS. SEE DETAIL ABOVE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE TB13 ON ' SHEET 7 AND 7.1 LINTEL-- 2x'� • ." 1/2" X 8„ BUCKS SEE MS11 " " ANCHOR BOLT FOR MORE INFO .�---�• � NOTE: HOLD FRAMING 1/2" � � BUILDER FRAME BACK FROM FACE OF BLOCK @ 32" O.C. tpTEaaTtty i RADIUS FOR SHEATING TO 8E FLUSH 'v�9t. TORR t'sD ' AS REQUIRED WITH BLOCK FACE $ CMU WALL �''• �T.- FS iy WINDOW OR DOOR OPN'G 4T 4�•G� �' s m 1 No w Z. c`Hv WF01 DETAIL @ ARCH WINDOW FRAMING N.T.S. WF14 KNEEWALL @ ENTRY FRONT WALL 1/2" 1'-0" 7 w_cq o WF21 KNEEWALL @ENTRY FRONT WALL 3/4"=ro° w Z' ai PROVIDE 2x4 ON TO �"✓>�0 F �, �?�e c OF 2x8 TO BLOCK OUT 2 ROWS 12d @ . S • t, TOP PLATE ATTACH W/ 3" O.C.UBLE 2x4 . a t� Naaf. teat (2) 12d NAILS O.C. TOP PLATE m STRUCTURAL SHEATHING (SOLID BLOCK w/ 2x6) "\ \ 7/16" MIN. NAILED W/ 8d c v COMMONS @ 3" O.C. @ 2x4 STUD ` ` EDGE & 6" O.C. FIELD RUN PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 SIDS OP SPLICE BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE2x8. SEE GE05 FOR �� ` TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE STANDARD SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD `� I ` (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN GABLE ENFRAMING D 7� ��` TOP PLATE W 8d 21 2" x 0.131 NAILS (SIM. w/ 2x6 11 " v * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS 2x4 w/ 2 ROWS OF g s 8 p m ) 12dNAILS@3'O.C. g=fig^ Y ,� w � WOOD BEAM SEE w� I i TOP PLATE TRANSITION PLAN FOR SIZE ��r' HMS0$a g' " SIMPSON HUC410 OR (2) Ed z �� TO BUILT-UP COLUMN m i,-, xi ` z PIPE OR DUCT W/ OUBLE12d li ?�, Od-3' + +p. PENETRATION THRU TOP SPLICE ,.,",7. SUPPORT COLUMN BUILT-UP MIN. 43 _ I 0 vI € wa a TOP PLATE w MORE , (NAILS @ 8" D.C. EACI12PLY d § F 0 g ti a w / € 2LL w 3 o THAN 50% OF TOP ROWS 12d ' ' ,. (SHOWNA54x4) ,21 2 ' a 2X TOP PLATE TO I o PLATE WIDH INSTALL @ 3 O.C. + ' 8 r GABLE END W/ 16d 3 SIMPSON PSPN51OZ i I' , (2) SIMPSON HETA20's 8 5 8 W w m p J NAILS @ 6" O.C. I a W/ (12) 16d NAILS TYP. ' j �, I W/(12)-16d EA. TO COL, E s N f, m m I TOP & BOTT. '�17�y •'� M ALT: (2) MSTAM36 STRAPS S �.� Z + :1--- +—+ fi NOTE: @ ALL EXT, CONDITIONS ATTACH 2x STUDS OTTOM SPLICE ,,DUE, n TYPICAL BLOCK CENTERED W/ (13)-10d NAILS E E 19 c + +I� + TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD WALL a :,'�� TIE TO I % W ? N. 2X4 STUDS @ 24 O.C. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ W/ SINGLE BASE &TOP (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO r� www.FoswG COM a TOP PLATE 8d 2 1 2" x 0.131 NAILS 0 PLATE WNGLYWOOD * NOT REQ'D. WHEN QT SYSTEM IS APPLIED z o COVERING NOTE: Z N. PLATE LENGTHS MUST BE AT ) " Z ' LEAST 8'-0" LONG. TYPICAL a GE15 FALSE BEAM AT GABLE END N.Ts. WF17 TOP PLATE SPLICE DETAIL 3/4"=1'-0" C®04 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. LO Z N L/1 cOijo)42) W� in o w g 2x8 SYP #2 N c " m '° co TOP & BOTTOMV J (u E I ATTACHED W t o� 6 ° (1) ROW 16d 2x6 SYP. #2 1% NAILS @ 16 O.C. RIPPED c * CRIPPLES MAY/MAY NOT BE PRESENT. BOX HEADER DETAIL VERIFY HEADER ELEVATION �► DAMS'rHCIM6; 4 4 IF ONLY (1) KING 7/16" O.S.B. (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLK'G. (2) 2 x 4 LAMINATIONS W/(7.) ROW OF STAGGERED 10d (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d COMMON WIRE NAILS OPENING G.C. TO TO O.S.B. W/ 2 - 8d COMMON WIRE NAILS (D = 0.14W, L= 3") OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) INSTALL (3) TITEN HD. EA. END (D"0102" L-34/2")OR EQUAL (D=0.162".L=31/2")OR EQUAL „ " HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL KINGS JACKS KINGS SIZEJACKS EA END EA END EA END EA END LESS THAN 4' 1 (2) 1 (1 2 >4' BUT <9' (2) 1 (3) (2) (2) 10'-0" - 16' 4 3 4 HEADER ANCHOR NAILED TO TOP PLATES, FLORIDA CONTRACTORS LICENSE NO. CRC1330146 HEADER&JACK HEADER SIZE NO. &SIZE OF 3000 GULFBREEZE PARKWAY & GRADE RAFTER TIES EACH END GULFBREEZE, FLORIDA 32563 SEE PLAN FOR (2) LSTA 30 DIVISION LOCATION: BEAM SIZE ' 5/8 x8 EQUALY SPACED PORT ST. LUCIE 1)) AD1JAACENT NAILS ARE DRIVEN FROM 3) FOR 4411-Y. PROVIDE I/4"DIA. x 51/2' LAO OPPOSITE SIDES OFTHE COLUMN, SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 3/4"OF 4)RER TO NDS SECTION 15.3 FOR PER JACK SIDE INTO CMU AT ❑w TO HEADER, NO BASE EDGE VIEW SEE SCHEDULE REVIEWED ♦ Job Information: 2) ALL NAILS PENETRATE AT LEAST THE THICKNESS OF THE IAST IAMINA'110N. ADDITONAL INFO. CONNECTOR REQUIRED (3) 16d SEE PLAN 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. "I FOR CODE WF37 TYPICAL COLUMNS DETAILS N.T.S.COMMON P4 AT 24^ D.C. FOR wLL TOP AND BOTTOM 2-ROWS 12d NAILS srAGCERED�a ICOMPLIAN J ST NAILS(TYP) HOT. 12^ 0/c EACH V „, i.Irl�tilE 6 �A�F R * WHEN STUD LENGTH FACE OR 3-ROWS 0r�c 15 LESS THAN 12" USE 12d NAILS STAGGERED ', LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x 10 R\ - STUD WRAPPED OVER OR GREATER HEADE0. `HEADER PER LOCATION �� TOP PLATE &NAILED FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES TO HEADER EACH SIDE 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FILL ALL HOLES IN DOUBLE 2 x #2 z O vH FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) STRAP S.Y.P. HEADER W/ pLO 1/2" FLITCH PLATE ` U d 7/16" OSB W/ 6d NAILS @ 10d NAILS @ HEADER. (U.N.O.) M 16" O.C. TO SIDE LER & TOP NAI 8"Q/G FILLING AND BLOCKING AS N a 3 . ' 2x4 REQUIRED FASTENED TO .. (D 2x W/ (2) 16d TOENAILS DOUBLE 0 V m O `+•: EACH END TYP. CRIPPLE STUD HEADER W/(2) ROWS TYPICAL (U.N:OJ OF 12d (gl 16" 0/C UNLESS �. o J W 2x4 SPF CONTINUOUS BLOCKING NOTED OTHERWISE m (n (n F, F, Q ATTACHED TO 7/16' OSB W/ Q VI Model Name/ Number: (2) 8d NAILS. SEE DETAIL ABOVE 2x4STUDS TYP. OVERRAN :; ;�.:', ;;', ,';;:•, 2265 r;', ; SEE ELEVATION FOR ROUND/ SIMPSON HTT4 W/ (18) .' SQUARE TRANSOM 16d NAILS 6/8" ANCHOR NC110R ♦ Plan Issue Date: " "�• CMU CMU W/6"EMBEDMENT U.N.O. q� OR 8 1/2" AT GARAGE Wednesday, June 23, 2021 ' " _ cN thG STEP DOWN ♦ KA PROJECT NUMBER: BOX HEADER 21-6356 FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" W/ (2)A35 � * HOLD DOWN CONNECTIONS. P.T. BOT. PLATE [ NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. EACH END T-0" MAX WALL$ WITHOUT@UPLIFTNG --- WINDOW OR DOOR OPN'G Sheet: ___T Of: MS18 RETROFIT WALL OVERHANG DETAIL T.s. WF39 TRANSOM DETAIL AT ENTRY WF09TWALLHEADERDETAIL N.T.S. TYPICAL WALL DETAILS 2X4 #2 SYP BLK'G @ 16" O.C. W/ MAX 9" UNSUPPORTED RRR *DIAGONAL SPACED AT 20'-0" O.C. MAX (2) 16D NAILS EA. END. SEE [RSH) SAME SPACING AS BOTTOM CHORD LATERAL BRACING _ - , SCHEDULE FOR SHEATHING ATTACHMENTS. IF > 9" 2X4 #2 SYP TO BE LESS THAN OR EQUAL TO 459 , (MIN. FIRST 4 BAYS) BLK'G @ 16" O.C. , II MINIMUM 2"x4* -" 8d NAILS @ 4" O.C. F> 9" CONT. 2X4 #2 SYP W/ (2) CROSS BRACING . -• 10D X-0.131 @ 8" O.C. FA. SIDE LA EP PLAN `', ✓ WALL AND ROOF LOCATION) O ' � � ` "�' BLOCKING SHEATHING, SEE T613 FOR SPECIFICATIONS �' a 2x4 SYP.L BRACE FOR �. -. 2X4 SYP OR SPF CROSS BRAC GABLES 3'-0" TO 5'-11" TALL. APPROX. B" FROM RIDGE 2x8.SYP L BRACE FOR ' ` THEN 4 C A�gT�ER.gNNADILgw@/ GABLES 6'-0" AND TALLER. 45° CRSIGEAT ANGLE. ATTACH LBRACE w/ 4" _ a (NOT REQ'D WHEN GABLE IS 12d NAILS @ O.C. 4'-1" OR SHORTER) 0 CONT 2x SYP OR SPF RACE CONNECTOR FROM -GABLE TRUSS RUSS BAYS (8'-0 -0-) NAI'wrbL TIAGONAL BRACE TO SILL PLATE W/ 10d @ 3" O.C. I (3) 12d , , - w/ 3-12d TO CHORD (MIN LO K/PLATE NAIL GABLE TRUSS ' PER JOINT 1ST 4 BAYS TO TOP PLATE w/ i - 16d NAILS @ 4" O.C. " CONTINUOUS LATERAL BRACING- , f 2x8 .T. PLATE 1/2"x8" ANCHOR BOLT NAIL OVER X-BRACE AS SHOWN. 2x4 SYP OR SPF BLOCKING 4 BAYS AT 48" O.C. MIN. INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR BETWEEN TRUSSES @ 48" KNOCK OUT COURSE O.C. MAX. FASTEN TO EA. CONTINUOUS BOTTOM CHORD BRACING2"X4" MIN. FOR NAILING SYP W/ (3) 12d @ EACH TRUSS w/ 3-12d NAIL MASONRY WALL TRUSS WEB END 'ROOF SHEATHING, SEE TRUSS W/ 242d AND 1T813 FOR ATTACHMENT NAIL TOP OF "S" TO GABLE4OFT' - TB01 TYPICAL CROSS BRACING DETAIL N.rs. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. SIMPSONHBw/ PLERJACKTRUSSES,sEE 10-10dX1 1/2" NAILS FASTEN (1) SIMPSON HGA10 -rCy�.; @ 48' O.C. w/ 81/4"X1 1/2" f F�'�CENTER ,PROVIDE 2X4 MIN. BLOCKING ATSDS MI AT WOOD SCREWS GABLE BLOCKING w/ 2-12d TOENAILSc N 1:AND LINE HIP/RIDGE, END TO TOP PLATE BEAM / TO GABLE TRUSS w. 2-12d " ••• 'I` BETWEEN TRUSSES W/ (2) 12D FRAMED WALL OR BEAM 1SIMPSON HSw/ BELOW, SEE PLAN. 10d x 1. 1/2" NAILS --' } . o NAILS EACH END TO TRUSS TOP � o W �. CHORD @ WOOD FRAMED WALL @ DUTCH GABLECN JK ,~ M •� ALTERNATE TO BLOCKING 5� A • FL \ `d" q TRUSS PRE-ENGINEERED VERLAP TRUSS BRACING GE01 - GABLE END BRACING N.r.s. p"~oo WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP ®�p� A TRUCTURAL - --- PACE — -- Slw wR G.T. SHEATHING --- -— y ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 c TOP CHORD WHENREQ'D. NAIL TO TOP CHORD 3 TO PREVENT SHEATHING ACK - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. MAX24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) NAILS MINIMUM 3 12d ( ) ROOF AT 12" AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SHEATHING * SPACED AT 10'-0" MAX SYP TRUSS BRACING 2$ N00 SEE PLAN H „ m r 2X4 BLOCKING G..R*N6$ wa BETWEEN TRUSSES HIP TRUSS d88� rood ° II 0 v� D- g, S2 Qua-. Lai Dills FT HIP / RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP} N.T.S.g-gg �"'",$w'Y WN�mF w LpLp5 .dYdY.• I11 2 l�Y d C11 m �� € OU J U7 Sp�ELL s W1YW.FDBENG.00MY ❑ ❑ ❑ 2 - d )I Z z O a TRUSS NOTES: O_ 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPS-2014 CTRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT Z r N IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED M TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY v CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANYONE AREA THEY SHALL BE SPREAD OUT AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. x p EVENLY OVER A LARGE THE TRUSS MANUFACTURER ALL O 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY MAXIMUM. LATERAL BRACING SPECIFIED BY TRUSS MANUF- SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" G.C. BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 342d NAILS AT EACH TRUSS INTERSECTION. N O g - NIm6 3. ALL BRACES SHALL 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEIUNG ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS, 5. PROVIDE TRUSS BLACKING ATALLTRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. _ SEE TYP. TRUSS BLOCKING DETAILS SHEATHING U — cV E i " U y�y • " 3 T04TRUSS ul AS SHOWN N Of CI ALTERNATE TRUSS SPACES DIRECTION Q N o nDo i W RUs A DAMS HOMES VERTICAL SCAB 2x6 #2 SPF 48" O.C. W/ (4) 12d TOP &BOTTOM OR H5 SEE TRUSS 12)- NAILS ,.N TO EA TRUSS 1 FLORIDA CONTRACTORS LICENSE N0. CRC1330146 OR HCLR/LL IN PLACE OF (al SOD REQUIRED 0 RAFTERS GREATER THAN B'-0" 3000 GULFBREEZE PARKWAY DOUBLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 SEE PLAN ouBLE TOP LA TOPP ATE SCHEDULE FOR SHEATHING DETAILS -------- DIVISION LOCATION: PREENG. TRUSS SECTION B-B VARIES W ROOF 2z STUD WALL _Nt�2xST SEE PLAN SLOPE T : PORT ST. LUCIE \ /• CONV. FRAMED RIDGE \ \ / / / REVIEWED FOR ® Job Information: MAYBE NAILED w/ MIN. VERTICAL SCAB 2X642 (4)12d WHEN IT LANDS SPF 48" O.C. W/ (4)12d \ 2X4 SPF BLOCKING \ \ BETWEEN TRUSSES / / / ,/� CODE COMPLIANCE NEXT TO PREFNG. TRUSS 2xB BIYJNG. NAILED a EACH TOP & BOTTOM OR H5 OR IN PLACE OF 12d @ 48" D.C. MAX. �/ SIDE w/ (3)12d NAILS WHEN HCLR/LL (4) REQUIRED ® RAFTERS GREATER COUNTY ST" LUCI E COU N E i B REQUIRED w/ (2) MTS12'S \ / \ THAN 8'-0" 2x4 SPF BRACE / " \\ \\ BOCC AIID&(4) 04 COLLAR TIE EACH SHEATHIN EVERAFTER\ \ ALTERNATE DIRECTION 0 CB 4 \ 2X4 BLOCKING BETWEEN BEVEL CUTS (OPTIONAL) a " i N TRUSSES W/ (2) 12d NAILS C 0 EACH END, CANT- EACH BAY g TB 2X4 SPF W/ (2) #T%31/2" TRUSSES o n ALTERNATING DB WOOD SCREW EACH TRUSS OR HIS 0 48" O.C. BEE PLAN BLOCKING PRE-ENG. TRUSS \ / / CONT. ROOF SHEATHING AT TRUSS TOP \ / / E 2 N d '!S' N STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ ! / \ SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ .®� 2X4 P.T. BLOCKING BETWEEN DIAGONAL •*• 2z8 #2 SYP RIDGE BEAM TRUSSES NAILS M 2'-0' ON CENTER \ \ \ \ / / / / 2X4 SPF BLOCKING ® W " •' W/ (2)-12d AT 8'-0' TRUSS EACH END MAX ..�(. 2XG RAFTERS 02'-O"O.C. \ /\ / BETWEEN TRUSSES Y I�I.,,,�y ■ ILE.COPY ® Model Name/Number: MAX. W/ (3) 12d COMMON TO RIDGE BEAM 0 24" O.C. MAX.W/ WALL BELOW TOENAILS 2X4 RAFTERS FOR SPANS LESS THAN / • \ (3)12d EA. END (TYP.) 2265 (SEE PLANS FOR TYPE) - CONIC. MASONRY 4 FT 0 2'-0" O.C. MAX W / (3) 10D COMMON TOE NAILS TO RIDGE SSEAM SEE PLAN ® Plan Issue Date: — — 2X4 CONT. AT STEEL R WOOD STEEL OR WOOD TYP. WOOD TRUSS BLOCKING T&BDHORA-A ALTERNATE BLOCKING 1/2" SPACE Wednesday, June 23, 2021 KAPROJECTNUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING INFORMATION 21 -6356 2x4 S.Y.P. @16mD.C. TB15 TEXTERIOR NON -BEARING WALL DETAIL N.r.s. Sheet: �_� Of: T806 BLOCKING AND CONVENTIONAL FRAME DETAILS N.rs. ROOF FRAMING AND BRACING DETAILS \\\\\\\\\\\\\\\\\\\\\\\ THERMA-TRU INSTALLATION \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ KEY DIFFERENCES CHECK LIST Rough openings are 1/" smaller aller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling Increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/1611 DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. 6" 6„ 6' 6" 6" 6 6" 31 3" 3" 3" 3" 3" W 3" 6 SPACE SPACE EVENLY EVENLY 6" 6" 6,t,16�1 6" 6„ - 6" 3" 3"11 1 3"6" 6" 6' 6 6 SINGLE DOOR SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES 6" 6" 6 I 3' 13" g" 1 1 3" t 3" 3" 1' 3" 3" 1 ' 3" " 6° 6„ 3" 3" 6" 6•, 6" SPACE - ;. SPACE EVENLY EVENLY °w 6 DOUBLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO I E V-011 IN FRONT OF MECH. OR ,API" WHEN REQUIRED _ 411 DIA. CONCRETE FILLED PVC, PIPE. N -TOP OF SLAB 00 Z 1 'll mil °I II°, I - Ir - lr I 16" MIN. DIAMETER ° a CONCRETE FOOTING 1 RT�TI®ICI BARRIER ®ETAIL N.T.S. an an ftr� SEALANT u MAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEAD& 6 PER SHINGLE. O Mast b1Fa90entt Sparing Oairibs, Head antl SlN) an an 4' a10 Sao" Mounting FUn Bdleatgr t9Taad Vkw iA7rIBIw d - ntlainrmeni or - r��'bl 9'4"� \ onded�"� / A: � merge I ulValenta to Go"10 .,,•e course AAn '+A 1Npro °tge GOO Note: We strongryrecommend The use o/Aa;mg end/orflash/ng tapes and slOpans assfaled In A5TM E2111-01. However, duern Rake '/ 1� variation In nodes and building t7pes, R Is left up to me end 0mr to determine the properinstegedon o/these items. r M D not nalwitnm /. r q7." g Yo rap may Ie petl back fo' on, but please m-#kkOre our m \. D ttel LGY! THE BUBBLE v76Qv oNl Before InstaHx ur wlobw, qle bubba w Inspection, Was, 'e' or ErrOetl eeeh 6hwVe EdA8 "e protest theMOcks from m0mithes ariddhzr dam ;. Halley Centerline in a 2 age VntlwnsitVdkxm SCdrilpl2La. wme 9ttlp ef�esprelt Sell Measure to besue Me opening is 3/8"In 112" Imger than the window acre both vemcMly and hadsommey. '--1< 2 " • You may wish to prednll the Installation holes In the fin at this time. Cut2" Ir R906266 DRIP EDGE. me hdPs m dim Lmw gnffi areal tllaQQOrel1vroSmoo gave 7" rA8!orv3nmed' SHIeMDE ROOM AT EAVES EAMINIMUM! places to use In 6thto"" i^ ] A a generous bead of al"nmle the backsitle the tin OF 3111(7 ROOM DWE DRIPTOME GES SH LMUM fin 9 m d mounting Use enough ENl(nnle to sOlflderBy flH all voids betk«•Gn the %in BELOW S EAVEOmAEDEXT5DOP01( ON/ fin BYlb the wait ameatlling. e. wIn FAMM HEATHINM. DRIP aOE BAOH ON THE . antl the 6Nnglea ROOFA MINIMUM OF 2in. DRIP EDGE AT EAVES Sep 3 (teat the Wkldew into the opening from the abide: The window H labeled "hwide" and "oulatle", but B these labels have been Ir . over pre rake and SHALL BE PERMITIto TORE INSTAUED EITHER rx � RIarMEwr. N rA D removed, the bead stwukl olds bemthe inside of the building. OV TOR HE UNDER W. , F a ME If dnp WallaboutI$ Z' OVER THE UNDQBAYMENT, THEPE aNPLL BEA i IIB1rdQQa t H drip Wall is Step 4 IrexeN shimstmda the sill, atl)ustln9 than uM8 the unit B plumb In the opening. Shims should be msblNtl under the aN every Z feet. 1t L� Q u6etl,er about OVERMINITHE DRIP OFROOF DRIP EIEMENT INSTPLLED 0 .i/ 'o Cu19 klgMa 2' If no drl OVER ANDRIP EDGE 00 A AKFA EDaE 3HP1 Is The window shah he dasical cen@red In tlme open) with no more than line gap between the window and wall framing.*'' Q ... r I _� s back from Po18C I9 U9C0. MECHPNIMERETHE Vaal A DETERMNEDN ON `' `yam C, SI valley oentedine CENTE2 WHERE THE Vutl A3 DETERMINED N 5 ItBta11 a #16 x 1.1/2" AIeW 4" fNm tlme Conner of Ue fin at Ead1 end aithC head, sill rind bah' mbs. "• .' • C ,`,`````• .•-•,�,,, CCORANCE NTH SECTION 11301.24,3IS 110 WH !T' G1'� '• Step Install the remaining fastenasm8"lircremenbfmmthe comei scmmrsmthe center Breach home member.(177 Use care norm over- `l,^`y�" r� -._•-_--.. GHT EXEGe MI FEET U0TERORTHE MEAN GDS SH ULB pull rough are fin. As make Sure the screws go in straight and do net cause the name m bow. .'. ".,j $4A •• i EXCEEDS S3 FEET nIEN S8 mml IMP EDGES SHALL BE tighten rile 6ODV.S eM II these BI MFDHANIDALLY fA51eJE0 AMA%IMUM OFa1NCXEa �e �7 �Z N o cNrER Wap framing mould bees mimmom of 92splua/Mrg"Fii:. SHINGLE INSTALLATION GUIDE FBHtMe2amuMbe#1Becrewsatadfidentleg8maddevel•38 benmmeramanda�manl,2homfra W w N Easterner 4ualaAes needed In awdt side oftranemathles'e a" OF >.y M Len th ot.FrdrtM Member 10" I8" 16' 74" 42" SO" 5B" 56" 74" 82' 90" 96" 1` "•• « Numbs orFasbalers 2 3 4 5 6 7 8 9 10 11 12 13 °.• Cj� Q �? M d Stop 7 Remove aces sNiwne' our than around the An and Impact for holes or vilds. LSe sHlmne to M any vends, tee, T' °• L \. V�rM j Sep 6 If deserton ra , a foam Insulation be applied tothe interior gap between the window and wall 6amInSy. applied, tlasmvat bew ROOF CRICKET: j°rd ©,., • • • ww•" MIN: 3:12 SLOPE ASPHALT BASED Step Sae them Windows arc ices used In roomeWithngh MO ^It-, EOAN. 1BO ACf i1 III`l \ww. 'aaa (REQUIRED AT SEALANTAPPDED Np N tdph maifture.k; Letivooms.ttkremlrlaentlM that the Interior gap N ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING between the wmcm and wall Owning also be sealed with Wow ard mond So as mat to moistens wart it* Installation of 0 EXTER. WALL FINISH AND EMENDING A sallbeard, the of III C LOCATIONS) MINIMUM Or6"ABOVE Step 10 Ono all mrstructon Is complete; remove me bubble Wrap from the Inside and outede ofthe window. Ifnecessary,deantie 8" XG' H GALV. MINIMUM A OVEHING VERTICAL WALL FLASHING cONT.. AT HNEEWILLL MOONS with a mHd and Hamm water ea a wit doh. T ENTRY PLASTER SY SEALANT ROOF 7Z Failure to follow these procedures will Void any and all warranties. SHINGLES 6.. x 6" H FLASHING CONr. GENERAL NOTE: FLASHING DETAILS 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. " 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. a I3 IWO 'r-0 " 6' HnRlz, 3• SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. tfOo. Do 00 1- NOTE: THIS DETAIL IS REQUIRED FIasHINc i Er! li� AT ALL VERTICAL WALL INTERSECTIONS 19 WITH ROOF VALLEYS & ROOF CRICKEFS. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION B en AND CALL OUTS. Lo FLASHING DETAIL AT CRICKET 2 bEZ5 o ad a W g Product Approval Submittal Affidavit 1� 11 at o o / KNEEWALL INTERSECTION a ,.am m Building Address: Contractor: " g- Building Permit: �� o� R8 N o Design Attachment n y Product Pressures Manufacture Model # Method Approval # ;s s;nr a w www.rDseNG.coM ❑ ❑ Q Roofing: 0 INSTALLATION OF BUCK DADS IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING P 3o310.1 Z a 1st Choice COUNTY APP: BUCK STRIPS -. 2x (DEPTH OF WIDOW • ' 1 +• NAILS. 3/8" MIN HEADS. 6 PER SHINGLE.7 ` ` Z C4 10 .AND/OR SGDFRAMEMIN.) GLUE STRIP W/3/S" MIN PENETRATION THRU SHEATHING Tool a ddd w/ ADHESIVE SEALANT & SCREW w/ 3/16" "' • 1 x 3 1/2" PHILLIPS FLAT HD. "TAPCON" ROOFING VENTS: SCREW MIN. 4" FROM END AND 16" C.C. I DAD E Florida Metal FLAMCO IF WITH 11 GAUGE GALWNIZED RING SHANK ROOFING NAIL, COUNTY APP. pQ " ff- a t" M EDGE ANDD.C. TY FL21580:1 R-2 to ro TYPICAL 2X BUCK ROOFING UNDERLAYMENT: a- W a TAMKO BUILDING AMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND M 0 m INSTALLATION OF WINDOW ATTACHMENT N.T.S 1st Choice PRODUCTS LLC #30 ASPHALTSATURATED ORGANIC FELT R 05.1,1 IN ACCORDANCE WITH FL1232&R9 O _ m W BUCK STRIPS - 1x4 (DEPTH ' � n Overhead Garage Doors: H OF WDW. FRAME MIN.) GLUE saws V - E BLOCK LINTEL 1st Choice +30.0/-30.0 CLOPAY 2"x6" P.T. WOOD JAMB WITH t STRIP W/ADHESIVE SEALANT 16 x 7 FL16546.8 W tl 8 & SCREW W/3/16" x 2 1/2" PHILLIPS 1 2" DRYWALL 53W5 (5)1/2" DIA. x 8" "1" BOLTS t- m FLAT HD. "TAPCON11 SCREW THRU / 2nd Choice +30.0/ 32.0 CLOPAY 8 x 7 FL15279.84 s THE WIDOW FRAME INTO MASONRY Swing Doors: a cc Do cc o ©i JAMB MIN. 4" FROM END AND MIN. THERMA TRU-CORP. ALL ONE FL20461.11 1st Choice +67.0/b7.0 2x BUCK ATTACHMENT 4" FROM TO BE ATTACHED WITH TERSE x 3" 16" C.C. FIBERGLASS DOOR TAPCONS MIN. 4" FROM TOP $BOTTOM OF INTERSECTIONS F 20 61.12 1/8" SHIM SPACE +67.0/67.0 THERMA TRU-CORP. SOUL) AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 A. DAM CM EXT. FINISH FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREW$ MIN. FROM III ��I�I III � .n I 2nd CholCe PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. FL15215.2 DRIP EDGE WINDOW THEREAFTER. (TYPICAL ALL 4SIDES) FLORIDA CONTRACTORS LICENSE NO.CRC1330146 SEALANT Sidelights THERMATRU FL20461.2 BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE g PLAT PRO FL15215.2 3000 GULFBREEZE PARKWAY SPACING AND SIZE OF TAPCONS w/ WINDOW Sliding Doors: GULFBREEZE, FLORIDA 32563 MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING 1st Choice MI WINDOWS&DOORS AIEPoESIazDrscD FL15332.4 DIVISION LOCATION: n MI WINDOWS qumEen0SGDfonced FL15332.12 PORT ST. LUCIE WINDOW INSTALLATION N.T.S W) OW ♦ Job Information: 3540 SERIES Twin SEE BUCK DETAILS TI • UsIf3/`1 TrAPCON 1st Choice +401 MI WINDOWS Single Hun (fin) ANCHOR WITH MIN. D T L FACTORY DESIGNATIONS WITH ALL FL 17676.9 3500 SERIES HOLES NOT DESIG�E� Eh1O SHOULD BE FILLED W/ #8SCREWS `} +40/30 MI WINDOWS Single Hung (flange) OF SUFFlCIENi L1H. TO PRO / N)IN. EMBED. INTO'WOOD BUCK. FL 17894.2 / 3540 SERIES FOR INSTALLATION THROUGH 2x BU��tU�S5E #8 WOOD SCREW OF �jaa'� �y�'a�� +50.0/-50.0 MI WINDOWS Single Hung (fin) SUFF EINT LENGTH TO ACHIEVE 1M."pttrMINIMUM EMBEDMENT FL17676.2 1112 MIN. E�LII13EI MENT IN WOOD SUBSTRATE. 2X WI FRAME 3500 SERIES sing) O BY OTHERS 49 W'DOD SCREIU MI WINDOWS Hung (flnless)frafne FL17e9a.a SHEItTHIN6 Mullions: -. - M•1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE z a -I BY OTHERS 1st Choice MI wlNDows Mullion 3 16" TAPCON ANCHOR WITH U LENGTHTO ACHIEVE A VA FL 18504,1 C IA CAULK BETWEEN y'. W1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 W N y T imuIli EDGE DISTANCE M y. cn FIN 0 HERTHiN6 Fixed Glass" Lo a 3 E EXTERIOR 4 3/4R Mom• � FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR a FINISH DISTANCE 1st Choice +50.0/-50.0 MI WINDOWS M13540 FLIS644 R-6 WITH MIN. 14' EMBED. TO ALL FACT4,FdY, D A _ - WITH ALL HOLES NOT DESIGNATED FOR'�APC SI�(0Qj[�`ly��J BY (OTHERS BE FILLED W/ #S SCREWS OF SUFFICIENT LETIO PROVI6Epy ® syJs•sr�� 'W^ ,^ omp PERJ.�SI�TEI 5/8" MIN. EMBED. INTO WOOD BUCK. W V / V J 114" 41AX, BAULK Soffit: ♦ Model Name Number: SHIM SPACE 13Y �� Standard vinyl Staple 10" on center in direction 1st Choice +66.0/•71.6 KAYCAN LTD of length FL16503.4 IRS 2265 O� A. WINDOW Plygem / Variform Plygem Double 5 Double 5 standard (vinyl)10" FL12194.1 Double 5 standard standard vinyl staples solid 144 vente " 145 R.12194.2 HEZ6HT - ♦ Plan Issue Date: Hurricane Panels: Wednesday, June 23, 2021 RI li c Dade County App. ALL AMERICAN 24" Ga. 24 GA. STORM PANELS I I INTERIOR st C oice SHUTTER & GLASS Storm Panels FL16293 R3 ♦ KA PROJECT NUMBER: I have reviewed the above components of cladding and have approved their 21-6356 use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 5612� Sheet: or: TYPICAL FRAME OPENING S_� Name: Luis Pablo Torres Certification Number: Fin # 87864 N.Ts MATERIAL WINDOW INSTALLATION Name: Certification Number: REFERENCE INFO (PSL) Wall Framing: e2SpnaWMre/Fir Or Sager SNoune - - Screw Minimum Peneri6oD filai Bead i 318" Cross Section V ieW hin mmm, ---1 117 MECHANICALLY FASTEN AS FOLD up WEATHER THESE DETAILS ARr GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS NECESSARY IN CORNERS THOUGH RESISTIVE BARRIER & WEATHER RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall SELF -ADHERED FLASHING TEMPORARILYSECUR BARRIER DOOR ROUGH OPENING TO BE USED. envelope shall include flashing as described In Section R703.4. /-WEATHER WINDOW UNIT RESISTIVE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the BARRIER WOOD FRAME CONSTR. SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as TAPE s EXTERIOR SELF -ADHERED FLASHING 3DHE BEAD OF APPLIED r) E L F aA D H E R E D FLASHING SHEATHING SE LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in : 12.0 in 1` required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm: 30.5 Om) I I C R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WALL BY IN: UP JAMB L USE LIQUID NAIL BRAND SELF -ADHERED FLASHING PRODUCTS DETAILS for Type 1 fait 11 other approved water -resistive barrier shall l applied over studs or sheathing of all2 Incexterior walls Where 15 pasaux,en wixoow; OR EQUAL WEATHERPROOF CAULKING asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where \WEATHER SELF -ADHERED FLASHING EXTERIOR joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the RESISITIVE CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive 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 + t BARRIER I� I ( ) manner to meet the requirements of the exterior wall envelope as described In Section R703.1. SEAL TOPS OF JOISTS f UNDER DECKING (SEE DETAIL WP07) i SUBFLOOR R703.7.3 Water -resistive barriers Water -resistive barriers shell be installed as required in Section R703.2 and, where SELF -ADHERED FLASHING applied over wood•based sheathing, shall include avatar -resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The indivitlual layers shell be instaned 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 RIM JOIST to the water -resistive barrier is directed between the layers. 1. Cut, fold up & lemporadly secure weather Refer to the number marked as ® in each detail that corresponds to the resistive barrier above header to allow for flashing installation numbered Items In the list of Instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or 2. Self -adhered flashing plus head gashing under weather BUILDING greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater resistive barrier 1 1 PAPER 1. Install self -adhered flashing in order as shown by numbers absorbing layer or designed drainage space. 3. Fold weather resistive barrier back over head gashing and O Q 2. Install flashing and weather resistive barrier to form water shedding laps seal with tape 2 2 O 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, Raskin Flashing. Approved metal flashing, vinyl flashing, with the membranes and mechanically lattachedlhang flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be Scale: NTs SELF -ADHERED FLASHING embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant- Fluid -applied membranes used as flashing shag be applied in accordance with the manufacturer's SELF -ADHERED FLASHING i SELF -ADHERED FLASHING /� Scoring Guts instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of FLANGED WINDOW PO 1 EXTERIOR DOOR WITH DECK -SECTION A W P OL CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W P03 water to the building structural framing components. Self -adhered membranes used as gashing shall comply with 5. Remove all release paper per standard installation instructions and FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER W q p 9 ( x „ AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying TO exterior rrrr , adhere to substrate usinga square piece of flashing material 6 x 6 with AAMA 900 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, �r RUBBERIZED ASPHALT ) Y Fluid -applied g . Minimum AAMA 612, or other approved standard as appropriate for the type of sealant. Fluld�a (led membranes used as flashing in .'' >`�>�0' EXTERIOR SHEATHING RUBBERIZED exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved r S�'u.i; • • °� EXTERIOR SHEATHING. 3/4".1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as shown by arrows l y g PP `; �� '•..:,k. �i ADHESIVE TO BE APPLIED UNDER FLASHING JAMS & HEAD ADHESIVE fleshings shall be installed at the following locations: THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING 7. Angle of comer may vary, adjust folding of the Bashing accordingly to fit' ^' a•7 v6 FLANGED WINDOW tight to cornet t"D UP JAMB 6". USE LIQUID NAIL BRAND g 1 ` REFER TO TECHNICAL (SEE DETAIL WP01) 1.exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the tfu1,y�11 OR EQUAL WEATHER PROOF CAULKING $. Mechanically fasten a5 necessary exterior wall flnlsh or to the water -resistive barrier complying with Section 703.2 for subsequent drelnage. Mechanically k t F PI LETTERCOMMA ON CHEMICAL SCORED g C COMPATIBILITY , RELEASE PAPER attached flexible gashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: �A. S \p ; dx SELF -ADHERED FLASHING, �� (BEFORE FOLDING, scone 'A•0 ��: L.pP G,C�'IN SELF -ADHERED aExensE FAFEa To er,FosE 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the `^ F •. • • • • FLASHING VERTICAL YIF OMM 6 A[xlEsnEAsssowN) fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where gashing a�`, S I alJh w�� cm BOTTOM OF instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. F rt11 r rPattje -3+ THRESHOLD Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to >; MECHANICALLY FASTEN AS g Openings g pan flashing shall incorporate flashing or protection NECESSARY IN CORNERS THROUGH the water resistive barrier for subsequent drainage. 0 nin using y at the head and sides. S E DETAIL WP02), SELF -ADHERED FLASHING 1.2 In accordance with the gashing design or method of a registered design professional. 1.3 In accordance with other approved methods. SELF -ADHERED //--��\\ [� 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ FLASHING ' U� 2 WDMA 300 or FMA/AAMA/WDMA 400. a 2. At the intersection of Chimneys or other masonry construction with frame or stucco walls, with SELF -ADHERED FLASHING rJ projecting lips on both sides under stucco copings. NAILING FLANGE 1 Q 4 3. Under and at the ends of masonry, wood or metal copings and sills. 2 ) SEAL TOPS OF JOISTS 6 4. Continuously above all projecting wood trim. DO NOT FLASH OVER - UNDER DECKING a cc u0i BOTTOM NAILING 8 2 7 $ C.c. op r FLANGE (SEE DETAIL WP07) 5. where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. Z � u5 `° IY w r 6. At wall and roof intersections. SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING \ p / p ®`+ ° HALF ROUND WINDOW P®�� EXTERIOR DOOR WITH DECK INSIDE CORNER - VVr V 7.Atbullt-In gutters. RIB tOp;gow pg W a �aaF Q�gX I F-- - SELF -ADHERED FLASHING DECK PROTECTOR SHEATHING �i i B g s �s ��m --- �a W�m� & o 7/8" Cement Plaster -6 s z a €; 718" Cement Plaster a ag in accordance with s 0 N o m accordance with g 2 ASTMC926 ASTMC926 Is o W SELF -ADHERED WWW.FDSENG.cOM ❑ ❑ El FLASHING PATCH Felt backed metal Felt backed metal lathe in accordance lathe in accordance /1 O SELF -ADHERED FLASHING .; with ASTMC1063 ' - .. with ASTMC1063 Z 8 0 /// DECK PROTECTOR "` / Building Paper Building Paper z 0 �tM1 V p r / 7/16" O.S.B. 7/16" O.S.B. N J . , � a sheathing sheathing - DouBLE - '..: '` Keep top edge ,y vi Z SINGLE JOIST SELF -ADHERED FLASHING - ) Metal Off weep screed ('� y xi 31/2" g blobelowto of in JOIST SELF -ADHERED FLASHING 1- Flashing P - -- ck W MIN Flange 7/S" Unperforated Vulcum t� 0 4 cauk bottoms n ro Weep Screed . �� 5:. joint only, - Malntaln Metal Flashing _ R m mw Bottom of 3-1/2" Unperforated £ Wee Screed , x ti I SELF -ADHERED FLASHING fNt." SELF -ADHERED FLASHING APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN \ n P®� p Flange 718" Weep Screed U v o c 9 Q ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE �/ y 1 1/2" to 2" c cc or m 1HO.8362x;DECK JOIST W P 08 A' OUTSIDE CORNER INSTALLATION OF THE BUCKIRECEPTOR. Above Roof 1/2" Cementitlous 4 � � "° I �(m Sheathing Decorative Finish DAMS',HQMBSf 5 • • o, All inside and Outside Corner Will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 EXTERIOR WINDOW UNIT need to be miter ,.e•o 3000 GULFBREEZE PARKWAY CEMT. FIN. ). Cement Plaster cut and caulked all GULFBREEZE, FLORIDA 32563 butt joints need to becaulked using BUILDING PAPER in accordance r � o, •�••• 9 DIVISION LOCATION: a SLOPE SLOPE with ASTMC926 Vulcum caulk for all SLOPE 0.3 in :12.0 in 0.3 in: 12.0 in Over wood 2nd PORT ST. LUCiI E 0.3 in : 12.0 in (0.6 cm : 30.5 cm) (0.6 cm : 30.5 cm) floor (0.6 cm : 30.5 cm) FOR ® Job Information: CODE CO PLIANCE SELF -ADHERED FLASHING ST. LU E COUNTYWIRE LATH EXTERIOR BOCK-'"^ SELF -ADHERED FLASHING ~------ a CEMT. FIN. BUILDING PAPERAIA - WIRE LATH 1 /2" Cement Piaster Finish IV T SELF -ADHERED FLASHAG Block o 0 U 01 WIRE LATH 212' Perforated (0 Flange 1/2" Weep > LO s m CA BUILDING PAPER BUILDING PAPER Plaster o Screed Cement FI E COPY r a 'over block ® _l L11 ZD OR 00 M o EXTERI tstfloor _1 m 0 Cn LL WINDOW UNIT CEMT. FIN. Install bottom V1 Model Name / Number: Slab edge of weep screed to below 2265 finish floor TT Plan Issue Date: OPTIONAL I O A I /t L DETAIL ^ I L Wednesday, June 23, 2021 26 22 2 1 V/ 1 / . KA PROJECT NUMBER: O Note: 1 6356 -�._- + The building paper and metal lath i j2the must be installed ovdr the top of WEEP SCREED DETAIL Sheet: Of SELF -ADHERED WI FLASHING \ A /P 1 o SELF. ADHERED FLASHING 1 CEMTFFINSHR PARAPET WALL tl Weep Screed. SCALE: NOT TO SCALE WP m� CEMT. FINISH WINDOW HEAD �j V 1 CEMT. FINISH WINDOW SILL v v WATER PROOF DETAILS 5 bath duct to roof or wall cap I w/ standard 70 cfm bath fan DEL 2.sSH 25. SH 16" RECAST ABOVE 11111111111 16" RECAST ABOVE BIBS H) mow LANAI 1668 � 8 _0" cLG OWNER'S BEDROOM I� � � H1 BAT f � BEDROOM 4 8'-0" CLG 3450 SH 8. 0. CLG u 80 RW1 \4 god, o TEMP.. 7 G �� 1ax6 1Wc ; O 5" bath duct ATTa�HNENT z) 3050 SH / �� 50 1 Ox6 1 wcd N 205 2868 to roof or wall cap BREAKFAST 14x8 lwcd H; 10x10 rag e� 5,. N w/ standard 70 D'-O' CLG >ITG v cfm bath fan I 18x18 ra » NE - 8' s N Cc FLU 40 1 Wcd� 286E 2-2068_ 1 1 £ a N R/SH — '� O 18x18-::rag 6„ 8» � 8x4 lwcd 8, } x4 1wc „ 2-2068 �� U V7 s 20 5 5 bath duct v e s w I. �v 205 / axlo rag 8" to roof or wall cap Q O s 4„ 14x8 lwad /a„ w/ standard 70 FAMILY ROOM KITC1i1ICN Z of 6 �w 1G 0' CLG Q _ BEDROOM 3 cfm bath fan R SH z 10'-.0' CLG �. a" CLG /. ,: 75 wc 10x6 1d G ° 85 10x6 lwcd _ S 8» 10» a c.T. O'S UATH w M D" CLG 4 OP'G 10x6 1wctt / 55 14" 1Ox10 rag, Ox10 1 rag 8'-0" CLG 8x 1 24 8 fbrag y w N CAeoEc, 15 i w " T 4" 6 BEDROOM 2 Zcn .,... DROP 8 0. CLG 1 8" FOYER DINING ROOM 3-8 » 42X42 A/C SLAB D'-D' CLG LG f 8x4 1wcd BY B LD R MIN N i1i �mw � I m J UTILITY — �wa 2' FROM WALL o w e'-o' cLr s �1re a�z o lOx6 lwcd �� -� r. �o w LIVING RC M o pJ 50 r� LU ,. o' H4 65 x C. !j Y o � 'INVERTED HIP 0 1 yI, ` x M 14X8 WCd $ET EN WALLS I VERIFY WINDOW NTYPE N n 8X4 C c� W.H. H4..N �"' 2R ZS68 � TH (2) 12' SIDELIT 286 \ �. --TRANSOM ABV ;;�6 SH H1 _ MET THLD �.. TRANS..: ABV ,:.. M503 O SEE ELEV. q,Xa+,-' ,.... ENTRY 4 dryer duct DBL 25 SH ROOF TRS ABV to roof cap iff W/dryer vent box " / �. ATTIC ACCESS 5 bath duct LOCATE IN FIELD 22'x36' MIN - to roof !or wall cap w/ standard 70 3 CAR GARAGE LU Z cfm bath fan —light W O ; -� 1 U) OEVIiIEWED FOR LLJ NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED CC IDE COMPLIANCE W 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS s12 "osE $ . LUCIE COUNTY 0 � Transfer ducts/grills sized in compliance Bi66 Q s with Florida Residential Building Code-M1602.4 8 x 7 OVERHEAD Do R BOCC �j balanced return air. IL WAL 16 x 7 OVERHEAD DOOR _ — EXCEPTIONS 1-3 Twot IL CV si Q (V z AFT, LA, AI_CULA':IUIN R ® I >- 1st FLOOR 2277 S:F. W ' LS ! m TOTAL LIVING (AC) 2277 S.F LU • • 2 GARAGE 517 S.F. FILE COPY ® Z �-i--I �( A k COVERED ENTRY (BASE). 176 S F er l_— m I—\� OO COVERED PATIO/LANAI 186 S.F. _J Q Q L.f_ SCALE: 1/4" - 1' 0". ELEVATIONS „C" & "CR" ^ Q Q TOTAL AREA UNDER ROOF 3256 S.F. V J Rating Must have a minimum clearance of 4 inches round the air handler per the State Energy code_' All duct has an r=6 insulation value. 1, '