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HomeMy WebLinkAboutBuilding PlanTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R31B.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, -- BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202 , PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 31814) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70E SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES: OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION E30-16 PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL- AAF20 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 1. CODE REQUIREMENTS: IT IS THE INTENT THAT All WORK SHALL CONFORM TO THE ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE HAVING JURISDICTION. PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE ITYPE 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 (f'm = 2000 PSI) INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM 01787 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C27044A. 28 DAYS DEFLECTION CRITERIA AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C47640 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: R703.7.1 LATH. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OF1, ROOF RAFTERS LU180 TII 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/3B0 TL/240 STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR I -JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 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 WALLTO 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 BY VENEER OR OTHER 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR 17) 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. �+ ROOF LOADING TOTAL THICKNESS IS AS SET IN TABLE IGENERAL CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE TILE HEAVY OF THE TYPES LISTED IN R703.7.2 WOOD CONSTRUCTION SHINGLE METAL ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE R703.7.3 WATER -RESISTIVE BARRIERS. TOP CHORD LL 20 20 20 20 WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL 7 15 25 WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD DL 7 BOTTOM CHORD LL* 0 0 0 0 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD DL SO 10 10 10 (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 3- ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION DIRECTED BETWEEN THE LAYERS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF) 37 37 45 55 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 CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SEX) 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. (NON -CONCURRENT) INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE OUT 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 (I 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/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING R703.4 FLASHING. - WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE.1 OR 15/32" RATED OSB EXPOSURE 1 APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY 11 BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-OAS 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 s 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA O O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 O 0 50 (+) 24.8 (+) 24.8 1-) 27.1 (-) 31.1 Q 0 (+) 23.4 (+) 23.4 100 (25.7 (-) 28.8 DIAGRAM RS* GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-O" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.57 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. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC N i rY� O ( CJ N Y, N Y a a a c 0 m milli m a o W Ln 1 ror m LO co 0 o ro d N ,ti m d FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD OL 10 (PSF) - +'"> 8� - W INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING 0111 , B n R R w a BOTTOM CHORD LL 0 (PSF, SEE FLOOR PLAN FOR ACTUAL PRESSURESj a SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED INOOD TRUSSES $w . k, ' o Q _ x a w v, 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 P n 2 % 3 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN c Y R• ? 9 Z PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING g • 4 ¢ m It It ~ W 800 OR ASTM C920 CLASS 25 GRADE INS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. @ 9`' IU N m • m O J 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: g ' �s a a a k MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) t2T 2 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) g'x 8I� III 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) 8z ❑ ❑ ❑ www.Foswc.coM • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS 0 (PSF) j� ` 0W)_ • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • UNDER AND THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 150 (PSF) (W' i Z 8 • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL @HAND RAILS (d) 200 (PSF) Z N _o CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) Q �d7 • AT WALL AND ROOF INTERSECTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) d STAIRS 40 (PSF) - UPLIFT CONNECTORS FOOTNOTES t„ M 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONGTHE TOP. TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD I. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A w 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. Ln - - m urge. ii MORE INFO. a}Q_ d&�-') 0 w BUILDER NOTICE: Ln FIELD REPAIR NOTES GENERAL NOTES: ru �m U - cv E ineer m w er En 1. MISSED "1" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the intent of Desl gn / g listed In the tltleblock Of these F � � ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed - ao 6 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 U h � 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG 45 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 a N d P Jim 11 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 BOND BANG POUR OXY. 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 THE undetected and not reported to the Designer / Engineer prior to aL DAMS HOMES DURING3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the TO FOOTING). information found in these documents. Any questions regarding the -- 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'A"x 2W, TTTENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE MASONRY AND (ACTOR NAILS TO TRUSS FOR UPLIFTS LESS THAN 1 (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720;Y). IF CORNER STRAP IS Assurance Manager immediately. No backcharges will be considered MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAMSO W/ (4) 1/4"/4" x 1 1/2" SIDS SCREWS AND (5) 1/4" x 2 1/4" TRENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER for reimbursement by the Designer/Engineer without advanced 3000 GULFBREEZE PARKWAY PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. MISSED, CONTACT THE FOR FOR SUBSTITUTION. Payments will be made In accordance to the terms of the agreement DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT ST. LUCIE 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON I w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 5" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT ® Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS DATE DESCRIPTION Q 10-17-2012 Changes per field meeting on 10-11-2012 in Daytona ® AIMS HOMES z LL1 i a3 'V Of Northwest Florida®® > 00CL rl EL 3 a) z �YUmOL 0JLLIZ) m o 00 W a) 10 LL �O3 DIY R V1 Model Name / Number: 3000 GULFGRE EZE PARKWAY GULFrOaREE ZE, FLORMA 32560 v c®MD)e�,�1 4c 1512 �d+®. LOCI CI IL' tAV . P&an Issue Date: 51 Qf%GG Monday, July 12, 2021 VV1 KA PROJECT NUMBER: MODEL 1512 21-10563 Sheet: � Of: COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM MARK SPACING SPECIES CAP.(d0 BW1 16" (2) 16d TOENAILS (2) led TOENAILS SPF NO UPLIFT BW2 16" SP2 W/ (6),10d SP1 W/ (6)-1Dd SPF 402 STUD, (6) 1Ud PLATE STUD, (4) 10d PLATE BW3 16" (2) SP2 W/ (6) 10d (2) SP1 W/ (8) 10d SPF 803 STUD s led PLATE STUD, (4) 10d PLATE BW4 16' (2) led TOENAILS (2) led TOENAILS SYP NO UPUFT BWS SP2 W/ (6}10d SP1 W/ (6}10d 16" STUD 6 10d PLATE STUD, 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (6) SOd SPS W/ (5}10d SYP 878 16" STUD 6 10d PLATE STUD, 4 SOd PLATE BW7 12" (2) led TOENAILS (2) led TOENAILS SPF NO UPLIFT SP2 W/ 16)-10d SP7. W/ (6}lod BW8 12" STUD, (6)10d PLATE STUD, 4)10d PLATE SPF 535 8W9 (2) SP2 W/ (6) 10d SP1 W/ (%10d SPF 1070 12' STUD, (6)10d PLATE STUD, (4) SOd PLATE BW10 12" (2)i6d TOENAILS (2)16d TOENAILS SYP 0 SP2 W/ (6)-1Od SPS W/ (6)-10d BW11 12" STUD, 6) 10d PLATE STUD, (4) 10d PLATE SYP 585 BW12 12• STUD. (6) 10d PLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP OF WALL ia_ SEE PLAN -N1-' MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2X HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH SEE MSO3/Si FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE AgpVE F.F. SEE FOUNDATION PLAN FOR MOW 2x P.T. W/ 1/2" A.3 @ 32' O.C. W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EM MOMENT PAST STEP DOWN. - REQUIRES MIN ALT.: SIMPSON 1/2' TITEN HD @ 32" O.C. 7/16" OSB PLYW'0 SAME EMBEDMENT W/ad NAILS AT 4"dc SW/ EE GENERAL NOTE 48 BRG. WALL DETAIL IN FIELD AND EDGE. TES 0 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 BE INSTALLED TO EACH STUD AS INDICATED 4. 5P4, SP6 AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 I NOICATED IN SCHEDULE ABOVE C 5. IF "BW" INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE 3. OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO R CONNECTIONS. (NOTE: THIS 13 FOR 2 STORY PROJECTS ONLY) FIRST FLOOR FIRST F 6. IF "SWIS INDICATED THE WALLIS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" 058, PLYWOOD W/ Bd NAILS AT 4' O.C. INFIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARW AND WALLS SECTIONS FOR STUD SPACING AND GRADE ALL5. SEE PLAN A L 8. IFTHE BEARING WALL IS INDICATED WITH THE Bw7, BWSO THESE WALLS ARE ONLY VEUBW4, SUPPORTING THE FLOOR LOAD AND DO NOT HAVE THE STUDS ARE TOE NAILED TO THE BE ATTACHED WITH HARD WED (GUN NAILS) AND WILL PLATE AND THE 2x 14ARD ENAILSBEARING NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCH E@ULE. ANCHOR S 9. SP1/SP2_0RIVE ONE NAIL AT AN ANGLE THROLGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10&- 0,148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) Cl Is) 2 x 4 #2 SPF (4) - 16d TOENAILS 0 C2 2 4 #2 SPF DTT2Z W/ 1/2" WEDGE ANCHOR* & 18) 1/4" X 11/2" 2145 (3) x SDS SCREWS C3 13) 2 x 4 SYP #1 OR (4) - 16d TOENAILS O DTT2Z W/ 1/2" WEDGE C4 (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4" X 11/2' 2145 SDS SCREWS C5 4 x4 P.T.#2 ABU44 W/ 5/8" ATR** 6665 U y 2200 SYP POST & (12)- led NAILS 6x 6 P.T. 02 ABU66 W/ 5/8" ATR** G = 12000 C6 SYP POST & (12) -16d NAILS U .2300 8 x 8 P.T. #2 ABUBB, W/ (2). 5/8" ATR*' G = 24335 C7 SYP POST & (18) -16d NAILS U = 2320 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HOU5 SDS2.5 W/ (14) 1/4° x 21/2' BOB WS & 5/8' EPDXY 6645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5SDS2.5 W/ (14)1/4- x C9 1.8E Fb=2400 PSI 2 1/2" SDS WS & 5/W EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Fb-2400 PSI HDU8-5DS2.5 W/ 120) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb-2400 PSI HDU&SDS2.5 W/ (20) 1/4" X 21/2" SOS WS & 7/8' EPDXY 7870 (WOLMANIZED IF EXT.( I ANCHOR, OR ATR*** 7 x 7 P.L. HDUSSDS2.5 W/ (20) 1/4" x C12 1.8E Fb-2400 PSI 2 1/2" SDS WE & EPDXY 7870 WOLMANIZED IF FXT.I *7/8" ANCHOR, OR ATR GENERAL COLUMN NOTES 1, SEE FLGOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3, NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF [CJ COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.9E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON W. GUN APPLICATICN NAIL DIA.-LENGTH NNL SPACING Sd 0.131" X 2 1/" 0.131" X 21h" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148" X 3 VV 0.131" X 314" NAILS & TOP PLATE 12d 0.149' X 31/V OA31' X 3'A' 8' O.C_(COMMON) STUD WALL 6" O.C.(GUN NAIL CORNERS 10d 0.148" X 3" 0.131' X 3" 8" O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS led OA62" X 31h" 0,131' X 3'A" (2) 16D(COMMON) SEE PLAN (3)16D ( GUN NAILS) HEADER SCHEDULE MARK HEADERSIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 117 FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 WI 1/2" FLITCH PLATE THIS SHEET H5 (3) -1 3/4" X 11 1A ATTACH TOGETHER W/ (2) ROWS 1W' X 3 112' LVL 2.0E Fb=2600 PSI BOB WD SCREWS @ 16" O.C. TYP. EACH SIDE H8 (2) - 1 314" X 9 1/4 ATTACH TOGETHER W/ (3) ROWS 1/4" X 3 1IT LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 1V O.C. TYP. EACH SIDE HEADER SUPPORT NO, OF JACKS& STUDS REQ. AT OPENINGS 2x4 WALL 2x6 OR 2x8 WALL OPENING JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA END EA. END (1) (2) (1) (2) 4'-0'-9'-0' (2) (3) (2) (2) 10'-0" - 16'-0" 1 (3) (4) (3) (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/S3 5. FASTEN ALL MULTPLY HEADERS TOGETHER W/ 12) 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. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M1 OSS FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) REAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2).2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) BM BEAM OSB FLITCH PLATE. NAIL TOGETHER USING SIMPSON HTS20 TO WOOD POST ROWS OF NAILS @ 122" ' OR 12) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)- 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR 12) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -1 3/4" x 111/4' LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING 12) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 31/2" SDS WOOD OR (2) SIMPSON RETA16 TO CMU SCREWS @ 16" O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2) - 1 3/4- x 11 LVL /PSIL NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4' x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16' O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U,N.OON ROOF PLAN. 12) -13/4' x 16" LVL 2AE Fb-2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4' x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. 6 TO CMU EACH SIDE COL. U.N.O. ONNROOFFPPLAN. GENERAL BEAM NOTES 1. VERIFY WITH RAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. SIMPSON LSTA 12 STRAP TO TIE ANGLED CORNER TOGETHER @ SILL, HEADER AND TOP PLATE I rs------- I MAX DIST 24" D.C. 1/2" RED HEAD @ 2 x 4 P.T. PLATE w/ 7" EMBEDMENT RIPPED 2x6 NAILED TO 2x4 w/ (2) 10d @ 12' ON CENTER SIMPSON LSTA 12 STRAP -- TO TIE ANGLED CORNER TOGETHER @ SILL, HEADER AND TOP PLATE BAY WINDOW DETAIL FRAME TO FRAME SCALE: N.T.S. 2x4STUD I K> BAY WINDOW I RIPPED 2x ON BEVEL NAILED TO STUD (TYP.2 SIDES) 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B A +27.6 / -29.9 © +27.6 / -37.0 © +26.5 / -28.8 O +26.5 / -34.4 O+24.8 / -27.1 O +24.8 / -31.1 O+24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND 38'-0' FRAMED WALL 11%2" 13'-4" 13'-6" 7-8" 3'-6" 10'-0" BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS Oto m (0)SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR 35 SH = t m DBL 25 SH STUD SPACING AND GRADE. PRE -CAST LINTEL BOTTOM @ 6'_8"_ _ ___ EGRESS MASONRY WALL ,3 3; W MASTER BEDROOM DINING a LANAI Y VAULTED YS� BW1 0 0 ¢ VAULTED CLG. VAULTED CLG. /� rn y VAULTED CLG. A ❑ 13'-4" n BW1 13'-6" H1. 4 -4" _ G.T. (z) 3050 SH GENERAL NOTES G.T. 1. R302.5.1 Door from garage into house must be a BW3 C H4 - minimum 1 3 8" solid wood door, solid or ._ ...... ._ _ ... .. _ _ honeycombccre steel door, or 20 Minute fire rated door. q w 2. Bathroom exhaust fans must vent to the exterior of 3:12 � 3:12 _ -Z-,' the building, exhaust to attic space and Soffits is not SLOPE J SLOPE acceptable. Ventilation shall be permitted to exit through the sofflt If solid soffit Is Installed 5'-0" on each side of 6'-3" '-2" 3'-0" 14'-3" z'. 13'-4" the venting- 3. R302.6 The garage shall be separated from the m residence and it's attic as required by Table R302.6. ' From the residence and attics by not less than 1/2-inch I - 36" FLAT BAR (12.7mm) gypsum board applied to the garage side. r I GREAT ROOM a N Garage beneath rooms shall be separated from all Q TOP ON 341F2" 4 VAULTED CLG. y / WALL habitable rooms above b not less than 5 8 inch M (15.9mm) type X gypsum board or equivalent. Where 2668. 2668 the separation is a floor -ceiling assembly, the _ structure supporting the separation shall also iY protected by not less than 1/2 inch (12.7mm) O M z_ O gypsum board or equivalent.. N ✓n KITCHEN PROVIDE PLATFORM 2 M O 4. R312.2.1 Window sills In dwelling units, where the VAULTED CLG. FOR AIR HANDLER - 001 1 �q top of the sill of an operable window opening Is located 2',8---YYY!SI VERIFY SIZE W/ '$ I less than 24 inches above the finished floor and greater •I m MANUF. N I than 72 Inches above the finlshed grade or other surface 2'-10„ 3,-4„ 3,-0" 3,_6„ 2,_0„ ,�" � RANGE/HOOD below on the exterior of the building, the operable window 166 ° Shall Comply with one Of the following [3 listed methods]. _ _ _ _ _ _ �_ _ _ _ _ _ _ _ _ _ _ . ry �� 3 X 4 ° 5. R308.4.2 All windows within 2'-0" of doors and In 5 SH N o M. BATH N A/C F.G. shower or tub areas will be safety tempered giess. N SHWR VAULT CLG C' 0 6. Ceilingfor exterior entries and covered porches to ENG I q ■ ,-have 7/16". span rated OSB nailed per zone on 2668 3'-71 3'-103/a" 5'-10" ° roof diagram nailing schedule or 5/8" CDX., 1X T&G acceptable for substitution. iN 7. EC: R402.2.4 Access doors from conditioned spaces to I? `N468n?N'nshall a wead spaces (d an attics and crawl spaces) Bshall be weatherstripped and insulated to a level ' W, I,C• equivalent to the insulation on the surrounding i� 8 CLGN 8, CLGsurfaces. 2'-6"4'-0" 6'-2" ' 7'-6"8. M1502.4.5 Duct length ' O in GARDEN The maximum allowable exhaust duct length shall be D 1 W 1 , L9 TUBdetermined by one of the methods specified In sections I I II _ J 1 M1502.4.5.1 through M1502.4.5.3 `.y7 ---R/SH ------- - 9. Ceilings for exterior entries and covered porches to be m 7/16" d OSB to On underside of roof trusses shall be HANSON BOX NOTE: BUILDER TO PROVIDE O attached to all framing hmembersDEB with 2X blocking VTR MAX. @ 36" ARE APPLIANCE PROTECTION IF W.H. provided at perimeter. The OSB shall be attached w/ 8d 2668 co LGT. 35'-0" nails at 6" O.C. field and 4" O.C. at edges or 70 screw ° ° a REQUIRED BY MUNICIPALITY. shank 3" O.C. field and 4" edgas. in ceiling to be ° • --------------- PULL SEE SHEET 4 FOR DETAILS attaches to OSB per man ufacturer Specifications DN.STAIRS 9 LOCATE IN FIELD m LO 22 1/2" X 54" ~ BATH 2 00 _______ cap0 •_______ VAULTED CLGlit N _ ti ) TA dD = YER 2 CAR GARAGE ---------- R/SH ---- N '-0" CLG. 8CEILING N 4068 266 r - q O WF39 N S-3 7'-4" 2%0" 3'-6" 5'-10" 19'-4" MS03(- ---------------------- - - ------ -- - -i S-1 3068 TYP. EGREBEDROOM 3 o RANS.S.BV.V. 8'.0" CEILING €R ELEVATION 2 1.A H4 E ' HOSE TYPICAL AT BIBS ALL BAY H1 ,p •+ e•o" T.o.m MS12 WINDOWS O O SEE BAY WINDOW ENTRY ILONPAGED 16X7 OVERHEAD 17 R N I ?06-EGRESS O4j� n 38'-0" FLOOR PLAN ELEVATION "A" & "B" SCALE: 1/4" = 1'-0" 2' AREA CALCULATIONS TOTAL LIVING (AC) 1512 S.F. GARAGE 390 S.F. COVERED ENTRY 28 S.F. COVERED PATIO/LANAI 87 S.F. TOTAL AREA UNDER ROOF 2017 S.F. � .� v saes"aaap� Or / s �9 brt .tg3" cD LO m cw`S1-1 00 21 W W L� co rp It ? r T4 4G U N` c a{m aa","R Lf $ rn li [i C4i �NR gm� mgym z-° a U QDvi waW, 4t LL W a W OwEli ms O 0: w8s9g `u m^fl J 01 g- m ^E ¢ a o� ¢ L s'O 33aIS Z ¢ U ° C � W FDSENG.COM ❑ ❑ ❑ G u) z 8 z8 - Z O_ to N Z I` f�•n M 1 N ` w a to & m 0 All J �l = O ^ N U rn ^ m o Q in N0u4 a� r%AMC 41A1111filli FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: 0 z N 11 a �I LO CO N N m N M ai °rl° a 3 M a Jm(nW Ln L VI Model Name / Number: 1512 ♦ I Plan Issue Date: Monday, July 12, 2021 ♦ KA PROJECT NUMBER: 21-10563 Sheet: Of: FLOOR PLAN ;iIIIIS` L (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO, OPTION. REINF. GRADE SEE PLAN A �LL k M W Z x I � � I 16" (2) #5 REBAR FM01 I SINGLE STORY FTG REINF. SEE PLAN _F_F. A tell) i J #5 REBAR CONT. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. OPTIONAL CURB FOR F.F. VARIES MASONRY @ ELEV. 0' -0"— W/(1)-#5 BAR CONT. ' °•'' 2 STORY: 20" X 2W REINF. N W/(3)-#5 CONT. SEE PLAN • ; `:- ` BEARING IF� 1/2"=T-O" 1 FM02 I SECTION @ GARAGE FM03 ITHICKENED EDGE I 1/2"=1-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FLR. ALIGN DRIVE W/ BOTTOM OF " RECESS & PITCH DRIVE oN • - 2 STORY: 20" Al' CONC. DRIVE W/ 1/2" EXP W/ (3) STORY CONT. JOINTS 10" O.C. TYP. 16" (2) #5 REBAR CMACI I tZPPTIONI (an (:AR nnnR 1 1/2" = 1'-0" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ 3) - #5 CONT. FOR MORE INFORMATION) a-1 • 14'-- 4"16 2-#5 REBAR FM11 STEP DOWN BRIG. SEE PLAN E3 GENERAL FOUNDATION NOTES (U.N.O.) 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED- 2 4" 2500 PSI CONC. SLAB W/ 6X610/10 W W M, OR FIBERMESH /FIBERMIXADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. 3 6 INDICATES FILLED CELL W/3000 PSI CONC. FROM FIR. TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ 30• FXT. ABOVE SLAB. 4 CONSULT W/ MANUF SPECIFICATIONS PRIOR TO POURING OR # 5 REBAR RECESSING DOOR SILLS OR SUDING GLASS DOOR SILLS. — 5 EXTERIOR SLABS SHALL SLOPE 1/12- PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8' SAW CUT A DEPTH OF /4 OF THE THICKNESS OFTHE SLAB AND SPACED MAX. 10' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION- 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED, 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE W STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 1/2"=1'-0"1 FM12 I STEP DOWN NON BRIG. SEE PLAN OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x 16" ELEV. 0'-0" WITH CUR8" (G.C. m (1) #5 BAR CONT. ( z g F F REINF. i io FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. pbs F1p f-O" X CONT. 1'-0" 2 #5 E.W. SOT. 2000 F2 0 1 2'-0" X 2'-0" 1'-0" 3 05 E.W. 60T. 72W F2.5 2'-6" X 2 -6" 1'-0" 3 #5 E.W. BOT. 11000 3.0 FF16600 3'-0" X 3'-0" 1'-0" 4 #5 E.W. BOT. F3,5 31-6' X 31-6" 1'-0" 4 95 E.W. BOT. 21500 F4.0 4'A" X 4'-0" 1'-0' 5 #5 E.W. BOT. 28000 F4 5 4'-6" X 4'.6" 1'-4' 5 #5 E.W. BOT. 34500 F5.0 5'-0" X 5'-0" 1'-4. 6 #5 E.W. BOT. 42500 F8.0 6'-0" X 8'-0" V-4" 7 #5 E.W. BOT. 61500 1/2" = 1'-0' SEE PLAN TYP. SEC. a " (SEE PLAN) d 2,45 CONT. • �� k - w 2 45 BENT BARS W/ INSTALL LINING - w w MIN. 25" LAP SPLICE LEGEND 0 - INDICATES SINGLE -STORY FOOTING ® INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING MATERIALS PER m y FBC-R P2709.2 _ MUDDED FLR. 16" DRAIN SLOPED TO DRMIN. #5 CONT. FM14 I SECTION @ RECESS SHOWER 1/z"=r-o" FM18 TYP. STEP FTG. DETAIL 1/2'=1'-0" ALTERNATE: REINF. THE REINF. BARS SHALL BE #5 CONT REINF. GRADE SEE PLAN CONTINUOUS AROUND CORNER SEE FND. FOR BY COLD BENDING THE BAR WITH QUANTITY - MIN. BAR LAP OF 25" °p #5 X 25" X 25" o c CORNER BAR ONE N '£ FOR EA. HORIZ. NIII REBAR, TYP. U.N.O. -- (2)#5 REBAR. 16-------------------- A/C CHASE 2 STORY: 20" X 10" 4" PVC SLEEVE THRU FOOTING W/(3) - #5 CONT. TYP CORNER BAR DETAIL 1.112"=1'-0" F 231 TYP FND PENETRATION 1/2"=f-O" FM19 STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) IN STEM WALL d 1 STORY d 2 STORY b 1 STORY b 2 STORY 0'-0"-2'-O" 8" 10" 16" 20" W/ (2) #5 BARS <674# 61$" >2'.O"-3'h" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-0" - 5'-4" 16" 16" 48" 48" W/ (5) #5 BARS CONT. & #5 @ 18" O.C. TRANSV. 1162# 2'-8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. SPACING (D.C.) W.W.M. TO BE TIED TO #5 CONT.REBAR (1) #5 HORIZ. CONT. TIED" EA. VERTICAL REINF. BAR— #4 TURN BAR D STEM WALLS GREATER THAN 4'-0" (1) #5 HORIZ. CONT. TIED EA. VERTICAL REINF. 8 FIN GRADE-8" MIN. TOTOP OF Nis STRIP FrG. COMPACTED CLEAN FILL IN MAX 12" LIFTS i STRIP Pro. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) a° �m 3"MIN. COVER d FMASW I STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND VERT. F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT AMIN. 4'-0" INTO SLAB/ STEM 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO E NOTE #9 CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE «16" 5.45 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" D. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" h • TALL (TYPICAL ALL CORNERS) 6. IF STEMWALL IS WITH IN 5'-0' OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS *SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0' TALL NTS TU TO SANITARY SEWER �.. ...., 9" VTR PLUMBING RISER 13' 6" 5, 4„ 110-3' 2" 7' 0" 3'4"FM31 FM03 = =� A/C COMP & PAD 4" CONC. SLAB W/ 8" X B" THK'N EDGE ■ ■ ------------------- ■.. ' ■ ' , � I , ' FM11 i I .� I I I I FM11 I I I O � I g I � i ' I a M011 3 , ' STEP DOWN 4" I I I I ■ ■ � � I I I ' " I I � ' � , v I � � I ■ , I O ' tD I FM01 k —PROVIDE CHASE FOR HVAC UNIT J ri , I O PROVIDE ELECTRICAL & PLUMBING �� SERVICE THRU SLAB @ ISLAND v ■ ' LOCATION 1U, :-I (REFER TO FLOOR) REF. O� M ■ iD F i �� r r 1 3X4 11 LLB J v - _____ - -----k-.._nr1-' II I A/C SHWR I iN r —'-0 -n°I M "' `------- - -------------- -' II L _ _ II I 1111 Ir I LL=_—JJ' --- ■ I L _ iv 22' 10" 110" 1' 8"1,816, 3' 2"- w n O N M ems 0 _ rr 3 GABRDEN ■ , D W I li `I, •----1------11,:- -=r_L--------- ---- ---- �-- I-'-------_-- / v L III a 1' 10" 3' 3" 2' 10" 10' 9" ' a HARBOR BOX ----- 3 VTR MAX. 36" AFF ' IWHI, ■ LGT.35'-0" a~� 'I 1 7 , I I - FM12 I I 10 I � I I I ■ 13' 4" 5' 4" i 19' 4" 1i I I ' C.J. SEE NOTE 6 I I I I I FM02 ' I o 3 r U) IFu b N ■ � N , ZI ■ ' ' ■ STEP DOWN 4" ■ ' W w m' I , ' m FM03 FM09 HOSEBIBB -- ---- -- -- AN OUT I 71 FOUNDATION PLAN ELEVATION "All & "B" SCALE: 1/4" = T-O" p)o 9)7 64OF .• -�'•, � "- A ' may' i 1 4 IH�F Yf sYe4e�c ��� pis g o� a ti �m In 00 r 8� M. ,,sTsxai v8 V DaN i �i 1j, W d 8,E'11-2 r t a wF u g'WLn QS2_ :p{ Q=�mS 2 W m rn a � O 3 ¢ q = o 00 Gal U) iC£iZJ! sW.FOSNG.CM W O J m ❑ ❑ ❑ g It Z S— O Z N O Z Q QR n Z N N V�T)LD m ) N JJ �y w � w � U —a 0Ticw c V �C4 E 4 x _ 3 r%A am 4tf'1MRC FLORIDA CONTRACTORS LICENSE NO. CRC133014E 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: 0 o 0) LU GT M J2 L° m $' 0_IWZ) M I V I Model Name / Number: 1612 IV] Plan Issue Date: I Monday, July 12, 2021 IVI KA PROJECT NUMBER: 21-10563 Sheet: w Of FOUNDATION PLAN "1 T ' LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL L16HTINC- & RECEPTAQ M 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 1,512 x 3 = 4752 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 (5) 4500 BATH FANS 1100 WATTS EACH 1 200 GEN UGHT'G & RECEIPT. +APP. CIR. = 33,086 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 23,086 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 23,086) = 9,234 + 100% OF "B' = (10,000) = 20,000 TOTAL WATTAGE = 39,234 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 163 ASSUMED EDGE OF WALL 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL IFM24.1IALTERNATIVE PROTECTION BARRIER N.T.S. GFI FOR D/W- LOCATEDIN ADJACENT CAB /0 �y INSTALL FAN BOX PREWIRE WP GFI , GFI- r FAN IFl ® `��` " PREWIRE / 1.1 E �P II, 1� GHQ � 1 'aFI FOR HOOD INSTALL FAN BOX PREWIRE, \ INSTALL FAN �/// BOX PREWIRE C ' DOOR BELL / WP GFI 220 GFI - - - r D 11. W .1 1 2y2�0 11�GH-:AL WP GH �y INSTALL FAN -- 4�BOX PREWIRE ,1 �/7 I TY GFI @4' ATTIC�ECTRIC � IF REQ'D BY CODE --------------- GFI lV GFI @ 42" FOR GARAGE DOOR OPENER CD p wCC z aIs F, J w NOTE: LOCATION OF METER AND PANEL BOX TO BE BY BUILDER. IF NO GARAGE SERVICE ; DOOR IS PROVIDED A DISCONNECT SHALL BE ADDED AT METER LOCATION. i �- - — - — - — - — - — - — - — - - -'' - — NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. ELECTRICAL PLAN ELEVATION "A" & "B" SCALE: 1/4" = 1'-0" Lu w U uj BIBB ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. i. ELECTRICAL OUTLET HEIGHT. AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE IsOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2* AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. 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 OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR $ SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET (� GROUND FAULT INTERRUPT In ' L DOOR BELL CHIMES WP WATER PROOF VV/ GROUND FAULT u 220 VOLT OUTLET p. - DOOR BELL ® SPECIAL SERVICES OUTLET DO P DISPOSAL TV❑ T.V. CABLE OUTLET LO DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER RECESSED LIGHTING a JUNCTION BOX Q WATER PROOF O RECESSED LIGHTING THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® LED, DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAMEAS UNDERGROUND WITH ELECTRICAL CONTRACT R 200 AMP SERVICE 200 = 2/0 COPPER OR 410 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT L200 AMP AIC DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # S COPPER TO RANGE INTERSYSTEM # BTO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER 0) APPROVED GROUNDING ROD W/ MIN. V DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. G g§ m .I ro n gq mg f co� 8 A� Q m'"w 4 �w S W eb a w 3 2< m m a s�tT Z� d a k s e 0 6 g� w 8 z vOO $..LL m r§ s' nWWW.RDSENG.COM ❑ ❑ ❑ W z Z o z N h z - — m z ^ nn ,, UV) In' w v 0 0 0 w t/!co C a lllf.) Jcl) F t ''•J'1'i. d CD ® Q N OY�O QW nA11AC YAMCC FLORIDA CONTRACTORS LICENSE NO. CRC1330JM 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: O F Z O Lo W 00 M R m Q M a 3 � U OJLLI M In O JMU)U) Model Name / Number: 15= VI Plan Issue Date: Monday, July 12, 2021 VI KA PROJECT NUMBER: 21-10563 Sheet: 4 Of. ELECTRICAL PLAN ILATION CALCULATIO 12 .. 6t7� 0 oo t0 HD. HGT. LITE TEXTURED DECORATIVE m RAISED SMOOTH CEMENTITIOUS COATING io TEXTURED BANDS RETURN 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE --------------------- — - — - — 1A3 SH FIN_FLRI--------------- �0 I❑ 6 DEL 25 SH 48' OFF RIDGE VENT 3050 SH 3050 SH LITE TEXTURED DECORATIVE 2868 DOOR CEMENTITIOUS COATING RIGHT ELEVATION SCALE: 1/4"=1'-0" rn T.O.B HD_HGT. OD 35 SH — FIN. FLR. REAR ELEVATION SCALE: 1/4" =1%0" 48" OFF RIDGE VENT 48" OFF RIDGE VENT 48" OFF RIDGE VENT E I❑ — _ — _ _ — _ — _ — _ _ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 23 SH 25 SH NOTE: 8" OVERHAN ON THIS ELEVATION a ENTRY ERG @ ENTRY r uia = SF / 300 / 2 • t 44 o net se inches of venting needed equally 4.12 net sq In / sf Soffit product provides Ridge vent provides 18.00 net sq in/V Off ridge vent provides 138.00 net sq in / sf Overhang distance 133 ft S.F. of Area to be vented (Sr,) 2017 s.f. Total needed for exhaust for upper 1/3 4841 net sq inches Total needed for intake (soffit area, lower) 484 net sq inches Number of Off Ridge Vents for upper 1/3 needed 4 L.F. of Ridge Vent needed (can be used in combo with OR V) 27 Lineal Feet of Soffit needed to meet required 88 Lineal S.F. provided by plan 177 T.O.M. , HD. HGT 0 00 EO RAISED SMOOTH ro TEXTURED BANDS RETURN 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE 2050 FIN_FLR_ LEFT ELEVATION SCALE: 1/4"=1'-O" 2 9 v ,.. m O N ms 0 W00 ,it t mo n�'nmp `o a BBe ^§ In ra WC �. �.�x mar m o a z� Mr a ¢ L€g9 2�myW 2 0 gg � VfWW.FDSENG.COM ❑ ❑ El 0zZ Z g z Q y � a to (�P /p'�j — �.mP I Z ri u) N M in ti .in Ow c V') M H = 0 U �ja^%A\ x a nth'" OIM� j ,N C Q�.m W V.0 O �1fa ,t nAMc uf1MRc FLORIDA CONTRACTORS UCENSE NO. CRC13301461 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: T.O.M. -_ "RAISED BANDS _ TA_M. �0 C� ®® o❑❑❑❑❑o� o z o �❑ ❑❑❑❑❑❑o❑ WLO 00 Cl) N ❑❑❑O�❑ �❑ LVA CIL r) ❑❑❑■■❑■ N z F-i�im � a FIN_FLR. _ --_----- _ ❑❑❑❑❑❑❑❑ _ M o FIN. FLR. O J LLI = LITE TEXTURED DECORATIVE Y050 SH 3050 SH 2O50 SH 3068 DOOR w/ 16070 OVERHEAD DOOR 0 Model Name / Number: V J GEMENTITIOUS COATING KICK PLATE & 301.4 ARCH 1512 TRANS.ABOVE V Date: FRONT ELEVATION "B" Plan Issueday, Monay, July sz, zozs SCALE: 1/4" =1'-0" V KA PROJECT NUMBER: 21-10563 Sheet: 5 Of: ELEVATIONS-B � ,;IkA SEE DE1 FOR WIND t <155/C M G.C. TO PRI BLOCKING W/ APA REI FOR SPAN I SHEATHING SEE "HIP/F BLOCKING" O w S 20'-0" MAX 20'-0" MAX . TB03 FOR WIND SPEEDS < 166/C MPH ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS IPEEDS 2H )VIDE 'O COMPLY :OMENDATIONS IATING OF DETAIL EQ. O q a q o a C EQ Q _ DETAIL W' BRACE TB01 SEE CONTINUOUS BRACING b 2 X BOTTOM 4 MIN. SEE CHORD DETAIL TB04- - - Nk - - aa4 BOTTOM CHORD GABLE END BRACING @ J LOP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB- TBO5 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND. PRESSURE AND SUCTION (PSF) HIP ROOF>20 TO 45 DEG, IND AREA I VALUE DENOTES PRESSURE [4:12]-[12:12] AREA 10 (-) VALUE DENOTES SUCTION a=oft ROOF 1 2e 2n 2r 3 3e 3r �� HIP -37.02 -51.06 1 -51.06 1 -51.06 1 �C GABLE -37.00 -37.00 1 -58.99 -58.99 1 1 -59.99 -76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHING F AND TILE), ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r ASTM F1667 RSRS-03 (tod) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.0ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE:'232" EXP. 1 (4020) TILE; '32" EXP. 1 ('20) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3B" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN JR32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (21/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 IT' x .12(") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA, END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. AMINIMUM le SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN *4". O NAIL AT BASE 2 ROWS @ IV' O.C, .1 Ed COMMON MAIL O NAIL AT TOP PLATE TWO ROWS @4" O.C. wl Sd COMMON NAIL © NAIL OPEN UG PERIMETER W (2) ROWS 04" O.C. W 8d COMMON NAIL O NAIL INTERIOR AT 6" O.C. WI 8d COMMON NAIL. OSTAGGER ALL VERTICAL JOINTS &NAIL@4'O.G wl 8d COMMON NAIL. O PLYWOOD SPLICES@HEADER - NAIL SHEATHING TO HEADER wl Ed COMMON HAILS @ 4' O.C. (2) ROWS @ TOP & BOTT. OG (2) 8d NAILS @ Sr O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END. ISM, 053 EXPOSURE SHEATHIN( PROVIDE BLOC AS REQUIRED SECTIONX-X III FULL HEIGHT - Zx RIBBON OR "�.,..,.,,... BETWEEN FLOOR SYSTEM rAmmo 2WINP[ 4r, NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 10. 00 NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN V (2)-ZX TOP PLATE BEYOND 15132' 09B EXPOSURE i SHEATHING _li II u 1i___ II 111 n u u SOLID 2. BLOCKING r D I II II II 1 III II II It I @ALL SHEATHING w III 111 III )I II II EDGES r=D III II I II I SEE SECTION X-X ( ) Or Hji C III II II II it D ii 1 III II i �w OPENING II II III II II I 1 II L_ _ ___Jen III II Y,ILL III III III X II II ILLOfw III III C IL II__ J II II _JL___ a_ __ -__ - - -11 It II i III III III E II ii it 11 1 2x STUDS BEYOND. W w I I 11 )III /III I 11 II II II SEE PLAN /III III 11 it I I I II I III II II II I w III III I I I II I I I I II I III II II II I III II II I I Ot- �� III III I I I II I I 19 II I III II II II I III II II II I III II II II I w III) 1111 I I II 1 I I II I III II II II I 1-2x4 P.T. BASE PLATE BEYOND SEE A PLAN VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM SINGLE NAIL EDGE SPACING "S'= N# SPACIN DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS MIN 2 X4 92 SI TURNED VERTICAL WI 7/16 FLITCH PLATE TO WI (2)12, TOENAILS EA. END. NAIL FI PLATE TO VERTICAL W/ (4) NAILS (2) 8d NAILS @ T O.C. STAGGERED VERTICAL BLOCKING SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES I N.T.S. CONNECTOR SCHEDULE FOR ADAMS HOMES -1512 ELEV B BASE f. TRUSS ACTUAL CONNECTOR UPLIFT DESIGN FASTENEM NOTES TRUSS RI SEARING POINT UPLIFT - CONNECfORID ...RATING (9)10dx11/2 A01 A09,A11BC-A35BC,S01-802 L/R 906#00ess '.HUMS /HETA36 1810#/:1830# 910dx1 2 (12)16d (2)HETA36/(2)HTS20/(2)HTS20/ 2365#/ 2620#/ 2620#/ (48)10d x 1412 AID L/M/M/R -1936#orless (2)HETAi6 2365# (48)10d x 1.1/2 12 16 (12116tl M68 L/R :-1872#m1 lass (2)HETA36/(2)HETA16 236S#/2365# 12 xbd . (14)IOdx 112 CDS L/R 596 #mr less. MTS12/MTS12 996#/990# 14 16tlx1.1F2 01=CIS,01V- 05V, E17, 07V, E17VP, HD' L/R 350#m1 less HUA16/PER TRUSS MFR 1830# (9)10dx 1-1/2 HJ7V 03S-055, MS L/R 2011orless:; PER TRUSS MFR wl L/R 204#orless : (2)H25A/PERTRUSSMFR 3130# (20)8d Z02 L/0. 186#orless -. HIOA/PERTRUSSMFR 1040# (38)10d x1-1]2 TRUSS MANUFACTURER: RE'S:. DATE OF IAYOUT: DATE OF TRUSS CUT SHEETS: 4/15121 L= LEFT, R = RIGHT & M = MIDDLE BEMINGS. SEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURERS BUSS DRAW/ NGS A CONNECTORSARESIMPSON PRODUCTS In SIMPSON - CONNECTOR 13CHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTOR & FASTENERS SPF SYP CONNECTORS FASTENERS SIFF SYP TO HETA16 w/IB)10dx 11 "1OR HI'A18wl(10)1W x 1 la' OR 1585 1870 OFRAME MASONRY HETA20 w/(9)70d x 11)2 1810 HTA20w/(10)10dx1 ill" B FRAME TO H2SA w/(10)Htl NAILS 836 686 RT7A wl (10)8tl NAILS 516 686 FRAME FRAME TO H10Aw/(1S)10d x 11i2° 1015 1040 HT16A wl(17)10tlx 112° 995 1020 O FRAME H1DA-2Wl(1S)IOdz11QAT2PLYTRUSSE5 930 I 1080 RT16-2w/(16)10d x 110AT 2 PLY TRUSSES 935 1060 TO MTS12 w/(14)10dx 1 la'(ATB:XTERIOR MTW12W(14)t0px1112'CAT IXTERIOR 1005 1185 OFRAME D FRAME LOCATION INCLUDE (3) 12d TOENAILS) 860 990 LOCATION INCLUDE (3)12tl TOENAILS) MGT wI(22)10d NAILS AND 518'AT,R. M 17' MUGT75w/(28)1Od NAILSAND518' A.TR,d M30 4485 OFRAMETO MASONRY EMBEDMENT w/SIMPSON"SET'EPDXY 3330 3965 12"EMBEDMENT W/ SIMPSON'SET'EPDXY TO HTS2AW/(24)10dxl 1/2'(ATEXTERIOR HTW20 C`)lOdx 1171AT EXTERIOR 1285 1530 OFRAME FRAME LOCATION INCLUDE (3)12d TOENAILS 1125 1310 LOCATION INCLUDE (3 12d TOENAILS FRAME TO (2) MUD w048)10d x 11/2'(AT EXTERIOR 2250 2620 (2) HTW20 W(48)l Od x 117'(AT EXTERIOR. 2570 3060 Q FRAME LOCATION INCLUDE (6)12d TOENAILS LOCATION INCLUDE (6)12d TOENAILS (EA) HGT2w/(10)IOd NAIL5AND(2)54S' A.T.R. HUOT2 w/(16)10d NAILS AND 0518' A.T.P. © FRAME TO w/ 12 EMBEDMENT W 3IMP90N'SET' 10690 W/ 12' EMBEDMENT w/SIMPSON 'SET 7020 9790 MASONRY EPDXY (HUT-3 FOR 3-PLY) EPDXY IHUGT3 FOR 3-PLY) TO FGTR W(18)1/4'x3" SDS WOOD SCREWS 340D 4725 RFUSWI(12) WS3 WOOD SCREWS AND 7100 OFRAME H MASONRY AND (2)17'X6" TITEN HD ANCHOR BOLTS (4)3/4'x TWEDGE-BOLT (1) LGT2 W (16) 10d SINKERS J1 FRAMETO &(7)1/4"x2-1/4"TMEN2 1750 2030 MASONRY SEE NOTE#6 BELOW J2 FRAMETO (2) LOTS W(32) 16d SINKERS &(14) iM"x 2114'TITEN (2 PLY TRUSS) MC&M 4060-M (2) LUOT2 svl(32)16d SINKERS &(10) 1/4"xT WEDGE-E-SOLT(2 PLY TRUSS) 3100-M 310o.M 3100-M MASONRY/ 3240-F 3770- FRAME(EA) 3800i FRAME OR(28) 16d SINKERS FOR FRAME DEN OR(3416d SINKERS FOR FRAMETO (2) LGT3 w1(24) 114-x 3"SpS SCREWS & (52 Y8" x 5" TITEN (2 PLY TRUSS) d]30-M 6970.M (2) LUGT3 W(24) 19'x 212'W325 SEWS & (4) x 5" WS (2 RAME 6480-M 705CNI J3 MASONRYi 5010-F fi960-F 6480-F 7710-F FRAME CR (52)7Gtl SINKERS FOR PRIME (EA) INK (EA) OR (56)16d SINKERS FOR FRAME (EA) BEAM TO HU410 OPT HUC410 wl(181 IN&(10)10d GM680 HD410 OPT H041 OF w/(20) 16d 800) TOD ON3080 O BEAM NAILS U#1895 NAILS W950 HU410 OPT HUC410 w(18)TITEN G#45W HN10 OPTHD4101Fw1(20) 1M"x3" G#3355 ©SEAMTO MASONRY 1/4"X2314"&(10)10d NAILS UN18M WEDOE$OLT&(10)1Od NAILS U#850 BEAM TO HU46OPTHUC46wl(6)16d NAILS& G#1540 G#30DO HD46 OPT HU46 w/(6)10d NAILS G#1025 Gt2015 O MASONRY/ (12) 19'X 2314'TTTEN ITO MAS.) U#980 U#1135 (12) IN' x 231V TAPCONS(TO MAS.) U#1030 U4860 FRAME OR (12)16d & (6) 10d (FOR FRAME) SYP-F SYP-M I OR (12)16d & (6)1 Od (FOR FRAME) SYP-F SYP-M FRAME TO (2) HETA10OPt (2) HETA20 1920 (2) HTA10 OPT (2) R TA20 1870 O 1-PLYw/110)tOdxt l2"OR 1-PLY M(10)1Odx I 1/TOR MCI MASONRY 2-PLY W/(12)1Ed 2365 2-PLY W (12)18d HTSM16 wl(S)l Od NAILS AND M) IX'x21 W 1110 HTWMI6 W/(8)t Od NAILS AND (4) 1X'xi 3/4" 1145 1225 TA WEDGE -BOLT O FRAMETO ORNS [7aO MASONRY HTSM20W(I O)l Od NAILS AND (4) 1/4"XL 114" 1110 HTWM20 w'(I O)IOd NAILS AND (4) 114"x73M' TAPCONS WEDGE -BOLT 1145 1W5 ©FRAMETO H10S w/(8) 8d A i ITNAILS AND (2)3I8"x4" SID MASONRY TITAN HD OTTZL W (e)11T xi 112" SDS WOOD DTB-TZw/ (8)1/4" xl 17 W515 W00D OFRAME O TO SCREWS AND(1) UTZ ATL EPDXIED wl 1835 2145 SCREWS AND(1)1/2' B A.T.R. EPDXIED W1510 1835 MASONRY SIMPSON -SET' (SEE NOTE 114) 1 SIMPSON "SET- (SEE NOTE 94) HITT6 W (26) 161x212" NAILS AND (1) &W 8 HTi45wl (26)16d x2 72" NAILS AND (1) OFRAME R TO AT-R EPDXIED wI SIMPSOWSET" 4375 5090 COT A.T.R. EPDXIED w/SIMPSON 'SET" 5005 MASONRY (SEE NOTE #4 BELOW) (SEE NOTE #4 BELOW) HTT4 wl(18) 16d X2 17 NAILS AND (1)6B"8 HTT46wl(18) 16d x212"NAILS AND (1) OFRAMETO S A.T.R. EPDXIED wI SIMPSON'SET" 3640 4235 5/8"B A.TR, EPDXIED wI SIMPSON 'SET' I 4180 MASONRY (9EE NOTE #4 BELOW) (SEE NOTE#4 BELOW) O FRAME TO H1DSw/(24)1WX1 VZNAILS 785 910 UUGT/w/(23) Ed x110NARS 875 1045 FRAME HM9KTw/ (4)1Wx1 112' SDS WOOD RT16M W (9)10d x 1 112" NAILS & 1396 1396 OFRAMETO MASONRY SCREWS IS(6)1/4"X'21/4"TAPCON$ 760 760 (4)1N'xl 31VTAPCON9 VGTW(10)114x3" SDS WOOD SCREWS& O FRAME TO (1) 6/8"B A.T.R. EPDXIED M SAMPSON 'SET" 3556 494D MASONRY w/ 12- MIN. EMBEDMENT (2) VGTW(32) 114",&SDS WOOD SCREWS O FRAME TO &(2) 5M' B A.T.R. EPDXIED WI SIMPSON 5170 7185 MASONRY "SET'./ 12" MIN. EMBEDMENT FRAMETO VGTw/(16)V4"x-8"SDSW0CIDSCREWS& MUGT75w1(22)l0d NAILS&HTT46w/(I8) OFRAME HDU4-SDS2.6 w/(1017M"x2 U2-SDS WOOD 32M `1565 10tl NAILS&(1)5 W9 AT.R. - 4160 SCREWS IS (1) W 9 A.T.R. TO (2) HTT6 wI (52)1&d"x2 I1t NAILS & 12) HRd6 w/ (62)16tl"x2112"NAILS SW5 OFRAME FRAME (1) 5B'9 A.T.R.(SEE NOTE#4) 43]5 5W0 g(t)5/8"B AT.R.(SEE NOTE 911NFR41 l`fINNF!`T(IR N(1TFR:ARIN-(2)12d TOE NAILS. CONNECT ALL FLOOR R VIDEDG TRUSSNOOD NUFA TUBE CONNECTION$AREPNECTIONS. TRUSS MANUFACTURER, U.N.0 ONPLAN. 2 CONNECTIONSAREPROVIDED 2. ALL TRUSS ETRUSS 3. G.C. MAY UE HER PSON SP N FOR A COWSOFLL . 4. FOR SINGLE RYTRUSSES, SCAB ON FULL HEIpHTSYP #12'k4"TO TRUSS VERTICAL WEBw/(2)ROWS OF 10tl NAILS @3°OZ. STAGGERED. FLY ON PUCONNECTIONS,SEEFRAMING RUSS VERTICAL EBC 1(2 5. 12" MIN. A.T.R. EMBEDMENT @ CMU BOND BSAM LLN O, 6. SCAB TRUSS CHORD W 4'-0"2x SYP #2(MATCH CHORD LUMBER SIM)w1(2)ROM 10d@W FROM END&4"O.C. STAGGERED CENTERAT CONNECTOR LOCATION AS MUCH AS POSSIBLE. O MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF I FLOOR TRUSSES TO MASONRY WALLS/ LINTELS/ ICF WALLS UNO ON PLAN 2. CONNECTION AT 24"OR 32"D.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FB72/33.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLSIICF WALLSILINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32"0,C MAX. w/(2)AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT w/TJI (IF APPLICABLE) LAYOUT 6. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLBEAMS wl(2)12d TONAILS O M INIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM © M INIMAL CONNECTOR UNO ON FRAMING PLAN I. CONNECTION FOR ALL TRUSSES TO IN I tKK)R/EXTERIOR BEARING WOOD WALLS AND/OR SEAMS ROOF FRAMING NOTES ).SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH) SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. OR CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. TILE ROOFING SYSTEM (SEE ARCH.) SEE [RSH] SCHEDULE THIS SHEET 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES, ALLPANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID-S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEES MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST --METAL DRIP EDGE C.M.U. OR ICE WALL _:D_.___ .--2 x SUB -FASCIA SEE TYP. WALL "-" - """- �-ALUM FASCIA SECTION 2x BLOCKING NAILED 2x2 #2 P.T. MIN. FASTENED - TO TOP CHORD OF EVERY PER NOTE 2 BELOW. _ OTHER TRUSS w/ (3) CONT 2 x 4 NAILED TO - 12d NAILS, TYP. (**) (***) BLOCKING w/ (2) 12d NAILS CONTINUOUS SOFFIT 1, G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE. 2. 2x2 #2 MIN. P.T. W/ JCHANNEL SECURED AT 24" O.C. FASTEN TO CMU W/ 3/16"x3" TITEN 2 AT 16" O.C. (IF WOOD WALL, FASTEN W/ 0.145"X3*A" AT 16-O.C.) 3. (F) CHANNEL APPLICATION: 2*2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVAL FOR INSTALLAION DETAIL$ (**)ALUMINUM SOFFITS> V-41 BLOCKING REQUIRED. I 1(***) VINYL SOFFITS> 1'-0" SHALL HAVE/ FOR SOFFITS < 1'4' MID 4 OCKING NOT REQUIRED MID BLOCKING PER R704.11 TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1%0" $y LD C O a s S u5 'a� YI 0 1- W py ` l•' a Q � `'• In #J DO Rk r` 4k 9y� m'mAllkY" (� k p O N� DN G. 4L IY °w 5qw ,, ' ,G 0°mlg =r- WhmeS a w a AM w i.:. a� 2pW \ D: W 3 g HE xy1 '� 2= °� < z X $g3 EW6 3 Sm Wr�i'am� O CC CC O d m g[ All 0) rS AS WwWFDSENG.COM El 11 11 Z fir z O o a � J a N - - Z IO N (l3 W MOT C ^.�j{L��,,, ` \ - p'', w � E-- U too wv yr U 10oN pCLOpp a s '' M� 11A MC �J R'1M @C IFLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY I GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 6) c N 00 00 a J= 3 U m O __�I Lv ZD J M (f) (f) VI Model Name / Number: 1512 Plan Issue Date: Monday, July 12, 2021 KA PROJECT NUMBER: 2110563 Sheet: ROOF PLAN B �L P GENERAL NOTES LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: ADAMS HOMES Model 1512 B BASE - 8L-0" Plate STANDARD LINTELS , LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 171-411 950 322 405 341 8F16 - 18 / 1T (MIN.) 2 31-6" 6113 739 3524; 453 81716 - 1B / 1T 3 71-811 1843 168 1624 105 8F16— 113 / 1T 4 141-811 1370 168 520 105 8F16 - 16 / 1T 5 - 51-1011 4360 168 2080' 105 8F16 - 113 / 1T 6 41-611 6113 739 2707 453 81`16 - 113 / 1T - MS03 TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. N SP4 W/(6) - IDO X 1 1/2 SP8 FOR 2X6 AND 2x8 WALLS `—DOUBL€ 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/S000 P.S.I. CONC W/1 #5 REBAR VERT, INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL w C.M.U. 2"X 42 SYP/SPF P.T. W/ (3) 1/2' X 8" "J" BOLTS OR (3) 1/2" X 6' EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILTI TMDNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO 20' MIN. LAP #5 REINF. BAR H #3 OR#4 REINFORCING �8' BAR #z R #d 1 AP SPLICE 5 #5 REINFORCING OAR #5 STD. 90° HOOK #F 1 AP CPI ICE SCALE'1"-1'-O"- #6 REINFORCING t',AR * GRADE 40 U.N.O. #6 °� P SPLICE MSO5I REBAR SPLICE DETAIL - GRADE 40 ATTACHMENT REQUIRE NTS SIZE TAPCONS SPACING # ROWS 2 x4 1/4" X 244" 12" O.C. 1 2 x 6 1/4" X 2W' 12" O.C. 2 2 x 8 1/4" X 2°4" I 12' O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST m LINTEL u, (2)2XP.T.— BUCKS W/ 1/2. O.S.B. BETWEEN i FASTEN PT2 NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I N.T.S. LINTEL BEAM: I h 1 1 COURSE LINTEL O BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25- LAP (ACT 530) MTHIMIAE TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 2W (ACT 530) FOR MORE INFO a TOP GF SLAB Ilk 61�F 3`I.u.r. �;u t I MS021 TYPICAL SHEAR WALL SECTION I N.T.S. 1 PRECAST "U" LINTELS) FILLED SOLID W/ 3000 PSI GROUT (SEE LINTEL PLAN FOR MINIMUM SIZE & REINFORCEMENT & LOCATIONS FOR REQ'D. CONT. LINTEL OVER MULTIPLE ADJACENT WINDOWS) HURRICANE ANCHORS N.T.S. TYPICAL SEE PLAN —� HOOK LINTEL REINFORCING INTO SIDE VERTICALS WHEN TOTAL OPENING WIDTH IS G'-0" OR LARGER — PROVIDE STD, 90a HOOK W/ MIN. 25" LAP SPLICE ON EA. END PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR WHEN TOTAL OPENING IS W-0" OR AARRGER, — MS11 I 2x BUCK DETAIL iPy.T:I so IN u GROUT TO BE FLUSH WITH TOP OF WALL PROVIDE 3"X3" HOLE IN BOTTOM OF PRECAST LINTEL TO EXTEND WALL REINF. THROUGH AS REQ'D. SEE FOUNDATION PLAN FOR SEE FOUNDATION PLAN FOOTING REQUIREMENTS FOR LOCATION Fii;T BLOCK WALL REINFORCEMENT INSTALL MIN. 25" LAP SPLICE BETWEEN WALL REINF. & UNTEL TOP STEEL AT EACH SIDE OF OPENING WHEN TOTAL OPENING WIDTH IS 6'-0" GR LARGER PROVIDE SCREEN WHEN 0" BLOCK BELOW IS NOT )0 REQUIRED TO BE FILLED. YP STANDARD 90 DEGREE HOOK .. w TYP. BOND BEAM F 8"x8"x16"K.O. LINTEL BLOCK z w O FILL w/ 3000 Psi ". In u- CONIC. W/ (1) 45 ... DIA. REBAR N.T.S. \� STD. 90 DEGREE ANGLE 3000 psi CONC. W/ (1) 45 DIA. REBAR FILLED CELL FROM FTG. TO BEAM w/ (1) #5 BAR �8"x8"x16" CMU U.N.O. TYP. DOWEL 25" MIN LAP (AC153C) LINTEL PLAN ELEVATION "A11 & "13. SCALE: 1/4" = V-O" 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U,N.O. 3. ALL STANDARD UNTELS TO HAVE MIN. 4" BEARING EA, END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. * LINTEL MIN, DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IFA SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRET I:., QUALITY PRECAST, LOTTS, PRO-CRETE F =FILLED WITH #6 REERAR AT -TOP GROAT / U - UNRLED MIN, 11) REQ'D R-RECESSED rrQTY. OF RS CLEAR 0 BOTTOM OF LINTEL CAVITY �LITN OF m TOP KNOCK OUT UNTEI LOCK COURSE F16113/1T m o x jL IOMINAL � GROUT QUANTITY GF A5 REBAR AT WIDTH N5 RESAR AT p„` BWTOM OFNOMIN TOP LINTEL CAVITY .EIGHTI. .EIGHT ° UoTTCM REINFORCING Ts xe"e(`TnAI PROVIDED IN LINTEL TYPE DESIGNATION RENERAI CONCRETE INTEL MATuu S 1. f'c precestliods=350O psi. 26G00 GFNFRdI INCTAI ATIDN NMFS I'twide Nil mortar heed and bad jolnte. 2. f'c presmess¢d fir, a pn, 2, Shore Bled lintel. es required. 3, greuted per A51M C4T6 Pg = 3000 psi w/ 3. nnstelkdm of lhrtd must CQM* with the emM1RecWrai and/or adacMel drawings. 4. maximum 3/8" al;gregme and 8" W t1' slump, 4. G-LlRale are manufeoWrec with 51/2' Ida notches at the ends to exommodete J C°w'eie nmsorry unba (CMU)per ASTM C9Q W/ wrticai can minforel�ard grouthg. minimum leer ama cdnpesslve sbengm=2000 psi. S. All lintel. meet crammed L/360 wrtiwl deflection, exceptllrtels IT'4"end 6. Reber per ASTM A615 Grade 60. pngerwlth a noreri height a W meat or evnaed L/180. Presbeaaing mrond per ASTM Adis grade 6, Bottom 11a d added raper W ba located at the bpttdrr of 6te Ilntei mv4. 7. 270 loW iditearbn. T. 7132" dameler wire tramps are waided to dro bottom .keel for mechanical.anchors 7/39 wire per ASTM AS30. S. Caabinplace concrete they ce pmvload in c"nposite fl dal h lieu of concrete B. What per ASTM 0270 type M or S. meeonry unit" 9. Safe load ratings breed on reticle dash eneyab per AC1318 and AG 530 10. Florid. orod,d Approval No. 158.1 11. The exterior eurfece & lintels stailed In exterior concrete masonry wale ahal here a coating of stucco applied in accordance wrh ASTM 0 926.1 otter epprosed coating . 00. Lincels laacbd.imultr.a with vedfratUG.vity and LPIM)and horizmdal(late-ap oeda snoud be checked for comMre, katling wWi the folk hg equable, Appi'W wnlcal load Applied M1orlemal load < LO We whkal toed Safe horicontrl'.oed woo woo 8RF6-OB/1T BF8-0B/1T O © O O O O ARF14-1B/IT 8F16-1B/IT 0 0 © O BF2048/1T O ,O O - 0 f 8RF224B/1T BF24,18/1T 0 0 0 © 81`281B/1T 00, 0 0 8F32 1B/1T a) " RM & GROUT SOLID BAR CONT. RM85 12" LINTEL DETAIL a/a"-r-o" LQ eNi W r I- e p W h 'n §§�� Tb�r�3 s"41 Upppp�� 0""-I�O�i lJL LL LL `g3w mp 7' M5$-, mono w a a F� aw x. MT !(myLL� �R tAl N N d w 3 � u$� t.a a on m 0 .� roe it -6 -EP E ''i, "Y pro. vI— O a b�S i. W U J Cn WWW FDSENG.CCM Z In o _ Z O C2 o Q— J 4- � - — ZN Cq In ^t/) Oro — LL �1� WW u W 0� , UeA T� m U oo pNpp U cQ Ami ffi PIA MC YAMImIm FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: z U) � 01 w N01 J LO M °00 4�6 Q U) N z - 3 — 0 J LIJ Z) U7 o LL J 00 (1) (1) VI Model Name / Number: 1512 'T Plan Issue Date: Monday, July 12, 2021 ® KA PROJECT NUMBER: 21-10563 Sheet: M Of: LINTEL PLAN o 2x6 #2 SYP P.T. W/ (2) Wx5" 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" c "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. S PER JAMB, o [_ SECTIONAL ®7 OVERHEAD DOOR P,T.#2 0 . � e+gala f•a WOODCONT. SYP2 X 6" :.tte.-. .•.a_ TRIM y,:we }scud;`. •,I, , 2"x6" P.T. WOOD JAMB `/ = : C P^•+"' DOOR AND CONNECTION PER J ' `'Y"? Cc ;" GARAGE DOOR MANUFACTURER GARAGE SLAB :• G ,'•_ r e0 ; c�i ✓, ` e4 j1•., .' n " TYP. GARAGE DOOR ,- , ,' *5 TRACK MOUNTING DETAIL W o a if 0 MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. " ZHH w ti 1 6mw w ti aku 8 Q 60 x JJ aR 60 LL LL TL 0"q�ll s a a BLOWN -IN R 30 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH . BLOWN -IN R-30 INSULATION PER PERMIT APPLICATION PROVIDE BAFFLES AT EAVES VENTED ATTICS) w E $ Yawl wig. FOC AND ENERGY FORM SUBMITTED 12 (FOR �" nz, a 2 ..gg 12 ' WITH PERMIT APPLICATION SEE PLAN FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) P Blip, .R 8 o U y k 1I. E a 2 , PROVIDE BAFFLES AT EAVES OVER APPROVED UNDERLAYMENT " s PH ■ � u1 SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1.1 OVER APA " ❑ ❑ ❑ FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE - ,°- WWW,FDSENQ,00M TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT TRUSSES @ 24 O.C. \ \\ [RSH] - ON FRAMING SHT. FOR SHTG & FASTENERS. z o ' PER FBCR 90S.1.1.1 OVER APA PREENG. WOOD ROOF SHEATHING - SEE SCHEDULE---- [RSH] - ON FRAMING SHT. FOR - TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR ` z Q � TRUSSES @ 24" 0.G SHT'G & FASTENERS. , _ _ _ _ BRG. HT. Jy 518" OR 1/2" DRYWALL ' W a ' I TRUSS ANCHOR (SEE PLAN) HIGH STRENGTH CLG BOARD v ETAL DRIP EDGE r C,/ / (Dt• TO BE INSTALLED ON OUTSIDE FELT PAPER OR U FACE - TRUSS PLATE , 2X SUBFASCIA ( 1Q,1 — t 3/4" P.T. NAILER SOFFIT. SEE ARCH. o m+., 5/8" OR 1/2" DRYWALL HIGH STRENGTH CLG f METAL DRIP EDGE 1/Z" DRYWALL � PLANS 8x8x16K.0. -O — '++ � _ - Um' BOARD 2XSUBFASCTA CURTAIN NAILER n LINTEL BLOCK N CONNECT ALL 2x STUD 1 x 4 P.T. @ WINDOWS „ O.H. W/ (1) #5 DIA. REBAR & m TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. 1 x 8 P.T. @ S.G.D. N SEE ELEV. 300D PSI CONCRETE U N E Y 16d TOENAILS 1/2" DRYWALL PLANS PRECAST "U" LINTEL SEE SCHEDULE v ( SEE PLAN FOR HEADER- V J OPTION 15/32" OSB EXPOSURE 1 ON MAXIMUM OF (3) - 2X PLATES MAY BE EXT, WALL W/ ALL EDGES BLOCKED. ® DAMES H�O�MES ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TBI3 FOR NAIL ATTACHMENT. / n (OPTION) STAPLE: 16 GA. 13/4" ROW ROWS OF 16d PLY ATTACHED W/ (2) R NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON n � FILL CELL -(I) #5 DIA FLORIDA CONTRACTORS UCENSE NO. CRC1330146 ALL BEDROOM WINDOWS. n REBAR W/ 30DO PSI 3000 GULFBREEZE PARKWAY ALL ALL LOCATIONS CONC.VINYL GULFBREEZE, FLORIDA 32M FRAMED WINDOW w/ SCREEN SHOW FOUNDATION SHOWN DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN " & FLOOR PLANS " LOCATION Of OPENINGS IN EXTERIOR WOOD WALL$. IF NO N w, PORT ST. L U C I E OPENINGS ARE INDICATED, FULL V Job Information: STUDS ARE REQUIRED). P NOTE: 44" MAX..SILL HGT. ON ALL BEDROOM WINDOWS. ` VINYL FRAMED WINDOW WINDOW STOOL 6 W/ SCREEN CL-TIENTITIOUS DECORATIVE PER FINISH 7/8" THICK PER ASTM H PRECAST CONIC SILL C-926-98A O PAPER BACKED FOIL R-4.1 H 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL N 1/2" DRYWALL MORE INFORMATION). SEE TB13 PER FBC AND ENERGY FORM EXTERTOR FINISH - ON SHEET SUBMITTED WITH PERMIT (SEE ELEVATIONS) Z a -I `., 0) FOR NAILING INFORMATION FOR APPLICATION sc R-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER RIC WALL SHEATHING. P.T. 2X #2 SVP. BASE PLATE 1 x 2 P.T FURRING x P.T. FTG. DOWEL #5 DIA. REBAR 17" IN CONCRETE - 25" W \ N t�0 d cy)� N AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B.B(OR 1/2" x 8" TITEN E BASE NAILER EXTEND (ACT ABOVE d WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. WOOD BASE SLAB. ALL LOCATIONS SHOWN ATI ON FOUNDATION PLAN % a , " M WOOD BASE MIN. 6" FROM END - SEE WS07 G. � 0 W orf7 a SEE FOUNDATION PLAN FOR TERMITE SHIELD FOUNDATIONPLAN FOR 0 J LV fi0 <° FOR SLAB INFORMATION - — — TOP OF SLAB — i SSEE LAB IN — - — - J m Ui Model Name / Number: i L s 'W L -3 GRADE 1 ` i GRME i �... + 1512 CLEAN COMPACTED '' a "--� (•" iv ~ SEE PLAN FOR iV -� Plan Issue Date: ti -',� m ii33 RE -BAR QUANTITIES lid-:. FILL�' ,- -' :ems, x - Monday, July 12, 2021 KA PROJECT NUMBER: 16" SET`- FOUNDATION PLAN Fog FTG REQUIREMENTS SEE PLAN SEE FOUNDATION 21-10563 PLAN WS01 TYPICAL WALL SECTION 8" CMU 3i4"=r-c° Sheet: w Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME {/4"=1'0, TYPICAL FRAMING DETAILS WOOD WALL OR TRUSS. SEE PLAN SHEATHING OL VARIES W ROOF SLOPE 2X4 CONT, W/ (3) 12d COMMON NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM LD02 SHEAR TRANSFER EXTERIOR WALL N.T.S. (2) 2x4 LAMINATIONS W/(I) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D=0.148', L= 3") OR EQUAL DE FACE) (ONE 10ELHiDE FACE) (ONE FAOH1/11083-t/2'OR EQUAL 00.16 32I) OR EQUAL NOTFq, 1)) ADJACENTMILS ARE DRIVEN FROM 3) FOR 441LY, PROVIDE 1/4"DW. x 51/2' LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15,3 FOR THE THICKNESS OFTHE LAST LAMINATION, ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. N FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN STRUCTURAL SHEATHING \ \ FULL SHEET FROM BOTTOM OF FALSE BEAM SEE GE05 FOR STANDARD GABLE END FRAMING 2X TOP PLATE TO GABLE END W/ 16d NAILS @ 6" O.C. 2X4 STUDS @ 24" O.C. W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING I I I 1 +I GE15 FFALSE BEAM AT GABLE END N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW -7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W/ 2 -8d EA. END CONNECTOR REQUIRED INSULATION AT EXTERIOR SP4 AT (3) 16d SEE PLAN COMMON WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 24". O-C� FOR WILL NAILS(TYP)-T HGT. ON 1:011601 Is ;Ni 2qI /. /LPRO, �� © OF ,�`0, / i I ;AF .., I� • : .. o'. ! • • • ! . • . •- II • WINDOW OR DOOR OPN'G �-CMU PROVIDE 2x4 ON TOP OF 2xS TO BLOCK OUT TOP PLATE ATTACH w/ (2) 12d NAILS O.C. (SOLID BLOCK w/ 2x6) ROWS 12d @ O.C. OUBLE 2x4 \ / TOP PLATE 2x4 STUDSY lV PER PLAN 2x4 BEYOND AGAINST 2xS STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1 2" x 0,131 NAILS (SIM. w/ 2x6 # NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUSLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50%OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z w/ (12) 16d NAILS TYP. M TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1 2" x 0.131 NAILS * NOT REQ'D. WHEN.QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL OR SPLICE DOUBLE 2x8 TOP PLATE w/ 2 ROWS OF NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD WF17 TOP PLATE SPLICE DETAIL 3/4" 1'-0' * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL I 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2 1) 2 >4' BUT <9' (2) (3) (2) (2) 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. - TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LS-FA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12'OX FOR 2x 10 OR GREATER HEADER DOUBLE 2x #2 S.Y.P. HEADER W/ FLITCH PLATE HEADER, (U.N.OJ FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" C/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HTT4 W/ (18) 16d NAILS 8L A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE a a � •6 �'c N V'o II� jiCgaoa-&i08 W O2 A LL wOt - gg w ai Rtm�8o O: w wam�ym O y 0- 2; N O WW'.FDSENG.COM� W ❑ ❑ ❑ ku z Z a < N ; cn a _ Z ri n N V) ' Wn y JmJ LL U OV W � =M 7tl Ln si. (0 t- U M —NE F- _toov 2 <�om am 0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Jab Information: O 00 L n LuQ) U) M LO 00 °rID 1 a 'S• a U aNi •"� 0JIII� J m (n U) m Ln o U..Model Name / Number: 1512 ® I Plan Issue Date: Monday, July 12, 2021 0 KA PROJECT NUMBER: 21-10563 I Sheet: S-3 Of, I MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 TRANSOM DETAIL AT ENTRY 1/2" 1'-0 WF09 WALL HEADER DETAIL T.S.N- TYPICAL WALL DETAILS r -MAX 9" UNSUPPORTED 2X4 #2 SYP BLK'G @ 16" O.C. W/ *DIAGONAL SPACED AT 20'-0" O.C. MAX (2)160 NAILS EA. END. SEE (RSH] SAME SPACING AS BOTTOM CHORD LATERAL BRACING .- , SCHEDULE FOR SHEATHING ATTACHMENTS. -IF> 9" 2X4 #2 SYP TO BE LESS THAN ,� (MIN. FIRST 4 BAYS) BLK'G @ 16" O.C. I OR EQUAL TO 45 ° MINIMUM 2"x4" 8d NAILS @ 4" O.C. CROSS BRACING 10DX D.SO31 @ 84 O.C. EA SIDE) (SEE PLAN FOR / _.-� " "a, _ - .� WALL AND ROOF SHEATHING SEE TB13 LOCATION) ,.- �,,,. a_'-_ BLOCKING FOR SPECIFICATIONS ' 2x4 SYP OR SPF GROSS BRAC GA1 LES L BRACE FOR D 5h01R "TALL. APPROX. 8' FROM RIDGE 9X6 SYP L BRACE THEN 48" O.C. AFTER. NAIL w� GABLES 6'-0" AND TALLER. 312d ®�p,CH F11,1 ATTACH L BRACE CROSSING AT 45 ANGLE. w/ NOT REQ'D OR SHORTEIS R) 12d NAILS ®4" O.C. ASTEN (1) SIM ON HGA10 - CONT 2x4 SYP OR SPF SPANNING (4) RACE CONNECTOR FROM GABLE TRUSS TRUSS BAYS (8'-0") NAILED IAGONAL BRACE TO SILL PLATE w/ 10d ® 3" O.C. 3 12d f) ` - w/ 3-12d TO CHORD (MIN LOCKZPLATE NAIL GABLE TRUSS PER JOINT ' (� 1ST 4 BAYS) TO TOP PLATE w/ - 16d NAILS 0 4" O.C. CONTINUOUS LATERAL BRACING 2x8 I. PLATE 1/2"x8" ANCHOR BOLT ��— 4 BAYS NAIL OVER X$RACE AS SHOWN- SYP OR SPF BLOCKING AT 48" O.C. MIN. BETWEEN TRUSSES @ 48" KNOCK OUT COURSE I INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2X4 SPF OR O.C. MAX. FASTEN TO EA, CONTINUOUS BOTTOM CHORD BRACING 2'x4" MIN. FOR NAILING SYP w/ (3)12d EACH TRUSS w/ 3-12d NAILS. MASONRY WALL END TRUSS WEB NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE FOR ATTACHMENT TRUSS w/ 2.12d AND 1 OVER SIMPSON H8 w/ I OVER JACK TRUSSES, SEE 1O-iOdx11/2" NAILS PLAN. TB01 TYPICAL CROSS BRACING DETAIL N.r.s- T602 TYPICAL CROSS BRACING DETAIL N.T.S. FASTEN (1) SIMPSON HGA10 40 48' O.C. w/ 81/4"xl 1/2" SOS WOOD SCREWS GABLE 2x4 BLOCKING w/ 2-12d TOENAILS NAIL TOP OF �``�,t PROVIDE 2X4 MIN. BLOCKING AT END TO TOP PLATE S w. 2-12d / BEAM TO GABLE TRUSS '�� - • '�?'/r, ' R CENTER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ �� •`•\�" '� c;' ` BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x11/2" NAILS ^07 "�• NAILS EACH END TO TRUSS TOP C� WOOD FRAMED WALL @DUTCH GABLE to Q `� N CHORD FYP.o C' CTAT GE01 GABLE END BRACING N.T.S. A TRUSS ALTERNATETOBLOOM PRE-ENGINEERED VERLAP TRUSS BRACING r_...'z'! \r;. ..'•k'r WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP t t'. " A TRUCTURAL PACE ',. a`' w _ _ _ _ _ _ G.T. SHEATHING - s' L,�x " C ADD 2X4 ALONGSIDE RIPPED 2X4 SYP 92 c g TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING JACK - -' OF HIPPED TRUSS W/ SPAN FROM EXCEEDING TRUSSE HIP 12d NAILS 6" D.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d m ROOF AT 12" O.C. MAX SHEATHING PER JOINT MINIMUM 2"x4" SPF OR SYP TRUSS BRACING SEE " SPACED AT 10'-0" MAX F c W W r m aD r PLAN (— gg F � � �� p QQ � a 4t ik ik g'�" D N LL LL LL 1 KING � `• •i BETWEEN TRUSSES ` HIP TROA USS 921 F$ QL�'-off w uj A113 0-sm a o Q�$3 o g TB03 HIP RIDGE BLOCKING DETAIL N.r.s- TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.r.s. €gig m o �fS m 2N a we a k s s IL EEBl 0 O m 0 NBe€ U Icca' U N I'❑ ❑ ❑ WAW.FDBENG.COM ^Q z z p Q .2 TRUSS NOTES: J 5 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSVTP1-2014 D. (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT z WLn IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE I IMRED M TOO SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OFANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANYONE AREA THEY SHALL BE SPREAD OUT OVERLOADING ANY ONE TRUSS. y w UmEVENLY + OVER A LARGE AREA SO AS TO AVOID SPECIFIED BY TRUSS MANUFACTURER ALL O 2. ALL BRACING (DB,GB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING THE LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-C" OA, MAXIMUM. U 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. AD01710NAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT O w C Ulfu ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCNNG DETAILS � � c cO U — N E _ ' SHEATHING I— 3704TRUSS AS SHOWN c �ao ALTERNATE TRUSS SPACES DIRECTION Q N o tlq �Im RUS DAMS HOMES VERTICAL SCAB 2X8 p2 SPF 4s" O.C. W/ (4)12d TOP & BOTTOM OR H5 SEE TRUSS 12} NAILS SECTION TO E TRUSS , �� FLORIDA CONTRACTORS LICENSE NO. CRCIU0146 OR HCLR/LL IN PLACE OF (4) IOD REQUIRED 0 RAFTERS GREATER THAN 8'-0' 3000 GULFBREEZE PARKWAY DDueLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, 325s3 SEE PLAN ouaLE TOP PLATE TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: PRE{NG. TRUSS SECTION B-B Ak VARIES w ROOF 2x STUD WALL plgN SLOPE 7•.\ PORT ST. LUCIE ,• ♦ Job Information: CONV. FRAMED RIDGE \ / \ / / MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 42 \ 2X4 SPF BLOCKING \ (4)12d WHEN IT LANDS SPF 48' O.C. W/ (4)12d \ BETWEEN TRUSSES NEXT TO PRE{NG. TRUSS 2-8 BLRING. NAILED ® EACH TOP & BOTTOM OR H5 OR \ \ La 48' O.C. MAX. / SIDE w/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF (4)12d REQUIRED w/ (2) MTS12'S REQUIRED RAFTERS GREATER B THAN 8'-0'\ 2x4 SPF BRACE / \ \ @ 48" O.C. - NAIL W/(4) COLLAR TIE \ 12d AT EACH END & SHEATHI RAFTER Y 3rd\ \ ALTERNATE DIRECTION O \, 2X4 BLOCKING BETWEEN CB BEVEL CUTS 12d NAILS (OPTIONAL) " 7 TRUSSES W/ (2) 0 EACH END, CONT. EACH BAY TRUSSES L 0 (1) B Ta 2X4 SPF W/ (2) 87X31/2' / / SEE PLAN 0) t m a DR WOOD SCREW EACH TRUSS OR H5 0 48" O.C. / / In (1) 4) S.M BLOCKINGNG PREENG. TRUSS \ / / > t U 00 STRUCTURAL SHEATHING CONT. ROOF SHEATHING AT TRUSS TOP \ / / / / Z IL?�. " /� `! m Ne CHORD AT ALL HAND FRAMED AREAS TYP. \ \ U W 4. SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / t"' e (LISP MP4) @ \ \ / / O LL 2X4 P.T. BLOCKING BETWEEN TRUSSES W/(2)-12d NAILS0 DIAGONAL WOOD 2X842 SYPRIDGE BEAM 2'-0" ON CENTER \ \/ / 2X4 SPF BLOCKING ♦ Model Name/Number: EACH END AT 8 O' TRUSS MAX •�2x6RnFTERSA2'-o'o.c. \ /\ / BETWEEN TRUSSES MAX. w/ (3) 12d COMMON Y ®24" O.C. MAX.W/ /• WALL BELOW TOENAILS TO RIDGE BEAM / • \ \ (3)12d EA. END (TYP.) 1512 (SEE PLANS FOR TYPE) a Fr w02'-0 O.C. MAX IN / 3)100� CONC, MASONRY SEE PLAN ♦ Plan Issue Date: COMMON TOE NAIS TO RIDGE BEAM 2X4CONT. AT STEEL OR WOOD T&BCHORD 1/2"SPACE Monday, July zo21 TYP. WOOD TRUSS BLOCK NG AAALTERNATE BLOCKING @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING ♦ KA PROJECT NUMBERER : SEE PLAN FOR MORE SHEATHING INFORMATION 21-10563 2x4 S.Y.P. @ 16" O.C. Sheet: Of. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.s. T806 BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s. ROOF FRAMING AND BRACING DETAILS 7 LA 6" f THERMA-TRU INSTALLATION��� KEY DIFFERENCES CHECK LIST Rough opening-, are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record Concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. A SPA EVE 6" 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE An 6„ 3" 3n n 3n 3n j3"; ' ill III f I 1 3" 3" 3166 3^ 6'[6- DOUBLE DOOR W/ SIDELITES PA /E N 6" (PACE .VENLY '" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1,'-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED _ 4" DIA. CONCRETE FILLED PVC. PIPE. O im 00 Z I ^II III°1 f r - Ir v'y v a V I o z I N v ' LPROTE ,T� 10 N TOP OF SLAB 16" MIN. DIAMETER CONCRETE FOOTING ER DETAIL N.T.S. N SPACE EVENLY 0 P.t OeoP 7° Is to use in 5th[wu SHINGLE INSTALLATION GUIDE 8 8^ SEALANT L NAIL SHINGLES W/ SS OR 12 GAUGE ROOFING NAILS. 3/8' MIN HEADS.6 PER SHINGLE. P°dt o"ls, / efi ods" dDO„tse E� 3t 1ad Gout"" 'Cod" ye" DRIP EWE. IN WOE AT EAVES AND GAB Ee OF 01S OVQ2LPP TO BE A MINI MUM nl. DAME ORIP EDGES SHALL ErEND CNFdTXI W: Mr, FMNn AMiV nN T F MZNmum Fastener Spacing (lambs, Head and Still Wall Framing: #2 Spruce/Pine/Fir D, Better .� SArme 5aew Minimum Penetaaon Glaang Bead 1 3/8' Cross Section V iew r Mnimum _ ... i 11T Siamne EN far Sheathing Step f Masson to be sure the opening is 3N'to 1/2" larger then the window sift both veM1ka ly and horizontally. • YOU may'Ash to Preethil the installation holes in the fin at fNs mass. Dorepard the Ao/esyn Me RiOuntial ft as dael arancv Step 2 Apply a generousbead of Alone to the had vde afthe mounting fin. the Enough sARune to suffidermy, fill all voitk between the fin and the wall sheathln . Sep 3 Insert the whom Into tie opening Iran the outside. The window 0labeled "Inside" and tutade", but N dies, labels have been removed, the gluing bud should allays be ursine Inside of the builkInE. Sep 4. Install shims wider the sin, adjusting them until the unit Is Munb in the opening. Slams should be MWled under the sal every 2 feet. The. window should be lusismilly cantered in the OWN with no more. than 4^ gap between the window and wail finsming. SET 5 Install a#10 N: 1-1/2"ser.4"from them ofthe fin M each end of the head, sal aiW both iambs. Stty6 prvautheremainhgfastc+ in8"mcrcmemsfmmthewrnersaeAstptheoemerNeachfr n membo. U§sMMnotfoover- bghten the screws all Puf them the fin Also, make sure the sveassi is stught anddo not muse the hams to bow. Wall m o framing should tie a min, muf #2 SpNce/Pneft Fasteners should be #10 screws of Indicant langth to athiews /6' into the wall and n, less OUR 1/2" from edge Aramfia Fasten quantities needed In twin side of!rent th atltlave A".1. ROOF CRICKET: Rep.8 If dasirtd, a foam insulation on be app]Wl re the imedw gap b h n the window and wall framing. If applied, ihiamustbe me MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY LOCATIONS) VERTICAL WALL T ENTRY TEXTURED, PAINTED EXTER. WALL FINISH 6^ X 6" H GALV, FLASHING CONT. PLASTER sr ASPHALT BASED SEALANTAPPLIED BEHIND FLASHING AND EXTENDING A MINIMUM or6.ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL seatANr NON EXPANDING TYPE FOAM. Step Sime Lase windows are typically used in looms with high moisture, is; bathrooms; t k recwrnended Out the imedr gap between the whadow all wall taming also be sealed wfth,110, tend coded W as w toint®fere wfih the installation of wallboard, tle or trim. Step 18 Once all commudbn Is complete, removo the bubde wra from [hri i ce end outside of thewindpw. If necessary, dodo the P Mors with a mild detergent and warm water Using a soh cloth. SeweLEs 8' %8" H G ,LV. T Failure to follow theft procedures will void any and all warranties. _ FLASHING CONT.1 I FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED FIASHMG AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION BUCK STRIPS - 2X (DEPTH OF W'DOW �.- \ AND/OR SGD FRAME MIN.) GLUE STRIP W/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN, 4" FROM END AND 16" C.C. T\/r,1^A1 ^.. 1•111^1/ INSTALLATION OF WINDOW r-1 1 I rwI I I V I1-I N I BUCK STRIPS . 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVEL BLOCK LINTEL & SCREW W/3/16"HILLIPS e \ ` 1/2" DRYWALL FLAT HD."TAPCON" RU \THE W'DOW FRAME NRYJAMB MIN. 4" FROMMIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH ° DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2XIWOOD FRAME - BY OTHERS SHEATHING -"-• BY 'OTHERS CAULK BETWEEN ---'' FIN ASHEATHING EXTERIOR -- FINISH BY OTHERS PERIMETER CAULK BY OTHERS' 0,A.. WLNDaw HEIGHT EXTERIOR 11/2" MAIN. EMBEDMENT -08 WOOD SCREW INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 1/44 MAX, SHIM SPACE GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Pressures Method Roofing: 1st Choice DADE IKO Industrues, Ltd Cambric eARNAIL SNGES W/ 12 GAUGE ROFING COUNTYPP. g NAILS. 3/8' MIN HEADS. 6 PER SO NGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFIP COUNTYAPP. Produ -not vent" " FROM EDG Na4" 0 C TYPICAL MAX ROOFING UNDERLAYMENT: TAMKO BUILDING AM KO N 30 m 0. `,fi fl9 W ip =m F LOfti Rk � E ^ " � e �w 3 _ z w a ym's y �LLM� ui N 19J��g ° Ex 3 o Y $I W oo o Ell° inW m N "�'^ m fi3MMm x,, Z'!i mr Q. g$ag d. y 13 ¢ N O rowan # App€ 1s 2 _e WWw DSENG.CON ❑ ❑ ❑ U � FL30310.1 Z Op o z O O z a y to 'Ln FL21580.1 R-2 1st Choice PRODUCTS LLC o' #30 ASPHALT -SATURATED ORGANIC FELT UNDERLAYMENT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH FL12328-R9 _ � 9 U - 7 R905.1.1 0 But _ = m F Overhead Garage Doors: 53W5 1st Choice +30.0/-30.0 CLOPAY 16 x 7 6" P.T. WOOD JAMB WITH 2"xil (5) 1/2" DIA. x 8" "J" BOLTS FL16546.8 U e E -- w t O - oo 6 " jj I�� 101 2nd Choice +30.0 32.0 / CLOPAY 53W5 FL15279.84 8x7 °� U �m a Swing Doors: a c 00 o 0 .2 1st Choice +67.0/-67.0 THERMA TRULORP. ALL ONE 2%BUCK ATTACHMENT TO BE ATTACHED WITH 3/16' X 3" FL20461.11 DAMS HOMES FIBERGLASS DOOR TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.12 +67.0/-67.0 THERMA TRU-CORP. SOLID FL20461.1 FIBERGLASS DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. 2nd Choice PLAST PRO ALL ONE FL15215.2 LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS UCENSE NO. CRC1330146 RU Sidelights FL20461.2 PLATRO FL15215.2 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 Sliding Doors: 1st Choice MI WINDOWS &DOORS SERIES 420 SGD FL15332.4 DIVISION LOCATION: AI m. r Inf r MI WINDOWS SERIES 440 SGD PORT ST. LUCIE n C Alum, reinforced FL15332.12 Windows: ♦ Job Information: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 Single Hu (fin) ANCHOR WITH MIN, 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS 3500 SERIES v Single Hung (flange) FOR NS AIENT LLLATION THROUGHID2x BUCK USE 8 WOOD SCREWOFBUCK. FL 17894.2 /1 ryso 3540 SERIES +50.0/-50.0 MI WINDOWS Single Hung SUFFIENT LENGTH TO ACHIEVE IVV INCH MINIMUM EMBEDMENT FL17676.2 (fln) IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Single FL17894.4 Hung (finless) frame �- Mullions: Z N 1st Choice M-1926 MI Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 WINDOWS Mullion 3 1 " TAPCON ANC OR WITH SUFFICIENT LENGTH T ACHIEVE A VA L,L,I 0 M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 Mullion EWE DISTANCE > 00 `i a 3 Fixed Glass" 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644 R-6 Z > du WITH ALL HOLES NOEDESI NATED FORT PC0TORY 1 NNSH UpLD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. ® I- a t' O _#-a3r� Gi'^ J 00 V/ LO Soffit: ♦ Model Name / Number: 1st Choice +66.0/•71.6 KAYCAN LTD Standard vinyl Staple 10" On center in direction of denth FL16503.4 R5 51A rI 1 i Plygem / Variform Plygem Double 5 DOuble 5 standard (vinyl) 10" FL12194.1 Double 5 standard I standard vinyl stElles lid 144 vented -145 FL12194.2 Hurricane Panels: Dade County App. ALL MERICAN 24" Ga. 24 GA. STORlw PANELS 1st Choice SHUTTER & GLASS Storm Panels FL16293 R3 I have reviewed the above components of cladding and have approved their use in the structure" (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: Luis Pablo Torres Certification Number: FI. # 87864 Name: Certification Number: ♦ Plan Issue Date: Monday, July 12, 2021 ♦ KA PROJECT NUMBER: 21-10563 Sheet: ®5 of: MATERIAL FREFERENCE INFO (PSL) ells �►nrsac; MECHANICALLY FASTEN AS FOLD UP WEATHER NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER & WEATHER RESISTIVE SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING i �WEATHER WINDOW UNIT RESISITIVE BARRIER WOOD FRAME CONSTR. SLOPE TAPE 'y EXTERIOR SELF -ADHERED FLASHING 3/4"-1"BEAD OF CONSTR. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 in OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm: 30.5 Cm) WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND U OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING WEATHER SELF -ADHERED FLASHING EXTERIOR RESISITIVE CEMT. FIN. BARRIER SEAL TOPS OF JOISTS I I ;' UNDER DECKING ; (41! # ' SUBFLOOR (SEE DETAIL WP07) i I ,� I SELF -ADHERED FLASHING WIRE LATH HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather RIM JOIST resistive barrier above header to allow fat flashing installation 2. Self -adhered flashing plus head flashing under weather BUILDING resistive barrier 2 PAPER 3. Fold weather resistive barrier back over head flashing and seal with tape O Scale: NITS SELF -ADHERED FLASHING fW03 F SELF -ADHERED FLASHING SELF -ADHERED FLASHING IWPO2 CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER ' FLANGED WINDOW 1WP01 EXTERIOR DOOR WITH DECK- SECTION A FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT V4"-1"BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE EXTERIOR SHEATHING -� - ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) LETTER ON CHEMICAL SCORED COMPATIBILITY RELEASE PAPER SELF -ADHERED SELF -ADHERED FLASHING, \ter EUEAS(BEFORE FOLDINTO EXPOSE G, SCORE EXTEND A MINIMUM 6" NELEASE ADHESIVE AS SHOWN) FLASHING VERTICALLY FROM AokESlve As sMowN) BOTTOM OF THRESHOLD z a OO MECHANICALLY FASTEN AS SECTION -A NECESSARY IN CORNERS THROUGH (SEE DETAIL WP02) SELF -ADHERED FLASHING SELF -ADHERED FLASHING (� FLASHING 2 SELF -ADHERED FLASHING 5 NAILING FLANGE 1 / 0 4 2 SEAL TOPS OF JOISTS J 1 6 DO NOT FLASH OVER - UNDER DECKING BOTTOM NAILING $ (SEE DETAIL WPI 2 7 <> FLANGE SELF -ADHERED FLASHING 1WP04 EXTER ORHDOOR WITHHDECK WP05 SELFINS DERCORNERHING W F'06 HALF ROUND WINDOW SELF ADHERED FLASHING r TH � DECK PROTECTOR �� " r.. SHEATHING SELF -ADHERED FLASHING PATCH.,,,, SINGLE JOIST SELF -ADHERED FLASHING \HO.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST O WP07 ERIOR IT. FIN. .DING PAPER PE n : 12.0 in cm : 30.5 cm) EIATH _DING PAPER F-ADHERED FLASHING 4DOW UNIT SELF-ADHERI SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL )HERED FLASHING 1 4 5 W P O S AACCORDANCE WITH TFLASHING HE MANUFACTURER'S RECOMMENDATIONS, BEFORE INSTALLATION OF THE BUCKIRECEPTOR. WINDOW UNIT SLOPE 0.3 in :12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL WF'09 SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER 0 WP12 FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. PRODUCTS DETAILS asphalt felt, tree from holes and breaks, complying with ASTM D226 for Tye Water -resistive barrier. One layer is iNo.ve barrier for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the WATER RESISTIVE 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 anti terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described In Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water-eisistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) Intended to drain Refer to the number marked as ® in each detail that corresponds to the to the water -resistive barrier is directed between the layers, 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 1. Install self -adhered flashing In Order as Shown by numbers greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater 2. Install flashing and weather resistive barrier to form water shedding laps -absorbing layer or designed drainage space. 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle-fashlon or in accordance with the manufacturer's instructions. Metal flashing shall be embedded in the adhesive layer) -for ease of installation and to minimize y ) corrosion resistant. Ruid-applied membranes used as flashing shall be appied In accordance with the manufacturer's scoring cuts instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of 5. Remove all release paper per standard Installation Instructions and water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTIR C920 Class 25 Grade NS or greater for proper Joint expansion and contraction, ASTMC3281, Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in 6. Fold 85 shown by arrows walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: flashings 7. Angie of corner may vary, adjust folding of the flashing accordingly to fit tight to Corner 8. Mechanically fasten as necessary 1.window and door openings. Flashingat exterior window and door openings shall extend to the surface of the exterior exterior wall finish or to the water•reslstive4lve barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shalt be installed In accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and Flashing instructions, or for applications not addressed in the fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. 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 the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WIIMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2. At the intersection of Chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. where exterior porches, decks or stairs attach to a well or floor assembly of wood4rame construction. G. At wall and roof intersections. 7. At built -In gutters. "r-a-lbill Cement Plaster \\ in accordance ®\� with ASTMC926 over wood 2nd floor Cement Plaster over block tst floor Note: The building paper and metal lath must be Installed over the top of the weep screed. - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing 3 1/2" Unperforated Flange 7/8" Weep Screed Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing 718" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 - Building Paper -7/16' O.S.B. sheathing !- Keep top edge of weep screed 2" below top of block - Vulcum cauk bottom joint only - Metal Flashing 3-12' Unperforated nge 7/8" Weep Screed 1/2" Cementh ious Decorative Finish All Inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for all 1/2" Cement Plaster Finish Block 2 1/2" Perforated Flange 1/2" Weep Screed Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE m o 0 P` c c uSC " 5Q Id •. to n tb ui ro ig5g v 66@ ui�3aC O KH 0 3WmittHg_Lill o�" C) Www.FJSEAGcOM ❑ ❑ ❑ C m z z o g J N o_ - z m " t!1 M v W LL a - W -m _..- Lr) - to M to �` x U O n0co �"t0� o I a DAMS HOMES FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: O Lo z �Lo o WOnt6 m tD M N U00 > m I-�Um a J m 0 (n Ln LL Model Name / Number: 1512 Plan Issue Date: Monday, July 12, 2021 KA PROJECT NUMBER: 21-10563 Sheet: W P Of: WATER PROOF DETAILS q RI 91R. MR 5" bath duct to roof or wall cap w/ standard 70 cfm bath fan k 10x6 lwcd 150 L — I •�Y�iL� 1 _ 1Ox6 1wcd 125 - - M - = 10x6 lwcd 70 W r 10x10 rag 1 wwnl uauudtlrrnnnnn.tll'a n •• RF DR r ,• 10x6 lwcd 110 14x8 lwcd 180 N 4 t License #CIMC121I9777 18x18 fbrag 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL 14x8 lwcd 165 18x18 rag M�11 E E 8x4 lwcd 5" bath duct to roof cap w/ standard 70 cfm bath fan —light oX60wcd 5" bath duct to roof or wall cap w/ standard 70 cfm bath fan 4" 8x4 1 wcd 4` / --___�O____ l j 44" dryer duct 1— to roof cap w/dryer vent box •i s ---------------------------- -- -• NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 v s v s � s M Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value.