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Home My WebLink AboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX ®h DRAWINGS ;! BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVVETCODE CRITERIA CAST IN PLACE E ONCR TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, - SHT NO: TITLE r� , E A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202 , PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINME T, AND A MAXIMUM WATER/CEMENT RATIO OF 0,63. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS FALL TOP BARS OF BEAMS. FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROU D CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY, FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (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 AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT. APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION Q 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH 0 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-10 THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON G 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL IS A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY USING ADDITIONAL CROSS -REINFORCING TIED TO F•COTI LINTEL PLAN PAGE.: . 7HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORtNGA ADHESIVE EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD 8. WHERE PROJECT IS TO BE LOCATED. IN KNOWN RADON GAS BE IMPLEMENTED. F303.41 CONCRETE STRENGTH IN THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED 11/2" TO FORM U.N.O. A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN DE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ BE SUPPORTED ON PRECAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY G REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT FOR WRITTEN APPROVAL. PREVALENT AREAS, APPENDIX 7-OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. NFPA 70-14, NATIONAL ELECTRICAL CODES. (NEC 2014) & 6TH FBCR Ch. 34-43 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES- (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL- 2015 EDITION I. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY - HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: EXTERIOR COVERING MASONRY WALL CONST. R703.71. EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE INSTAL PROVISIONS OF THIS CODE. EXTERIOR WALL LATH ATTACHEMENT BE OF CORROSION -RESISTANT MATERIALS. ANDE METAL OR LATH AND LATH ATTACHMENTS SHALLEXPANDED HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, STRENGTH OF 1900 PSI (fm = 1500 PSI ) 2.. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C�70.12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH OF 3000 PSI SLUMP 8 TO 11'. CONTINUOUS MASONRY 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM, GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVI 9• TYPICAL FILLED CELL REINFORCING SIZE AND SPACING 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR 1i, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER GRADE N, TYPE 2, CONFORMING TO ASTM G90-014, WITH A MINIMUM NET COMPRESSIVE A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. Q �� S NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. r, HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 10FT, THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 5 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF A STOP IS PROHIBITED. E STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR HALL BE ABOVE AND BELOW ALL WALL OPENINGS. (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL (A) GOVERNING MUNICIPAL AND REGULATORY. AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOF TRUSSES ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR I -JOIST*** LL 360 LL%180 LL/360 LL/360 LL/480 240 T�L/120 TL/240 TL/240 TL/240 CO ENTS: MMM WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2" LONG 11 GAGE NAILS HAVING A 7/16" HEAD. OR 7/8" LONG, 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY AND HORIZONTALLY (REF. 201.7 FRG 111703.7.1). R703.7.2PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. R703.7.3WATER-RESISTNEBARRIERS. *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) ISTOBE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS, THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. I. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) I. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO I" DIA- SHALL HAVE STUD PROTECTION TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD. DL 0 10 0 10 0 10 0 10 R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION 1N A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-0, ACQ-D, CSA-A OR CA-S REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT. CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. TOTAL (PSF) 37 37 45 55 gOTTOM CHORD L.L. (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE *ATTICS W/ NO STORAGE 20 50 10 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. (NON -CONCURRENT) • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. - AT WALL AND ROOF INTERSECTIONS 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. ' 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD CC/C-D, EXTERIOR OR GSB NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN • AT BUILT-IN GUTTERS. FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD LL TOP CHORD DL 40 (PSF) 10 (PSF) COMMMENTS: WiND LOADING CRITERIA WIND SPEED (ULTIMATE)'I 160 MPH WIND SPEED (ALLOWABLJE) 124 MPH EXPOSURE CATEGORY BUILDING RISK CATEGORY B 11 BUILDINGTiPE I V ENCLOSURE CLASSIFICAjON ENCLOSED INTERNAL PRESSURE CO FFlCIENT +/-0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FI, AND FOR 2 STORY HOME IS 36FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 30 ft EFFECTIVE W ND PRESSURE WIND PRESSURE WIND AREA AN �I SUCTION (PSF) AND SUCTION S FEET Q ( ) + V AL O E EN DENOTES PRESSURE S (-) VALUE r DENOTES SUCTION DIAGRAM AREA ® O 10 (+) 27.6 (+) 27.6 (-) 29.9 (-) 37.0 (+) 26.5. (+) 26.5 20 (-) 28.8 1-) 34.4 s 0 50 (+) 24.8 (+) 24.8 4 4 O 0 (+) 23.4 (+) 23.4 100 (.). �25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-O" x 7'-O" 16'-0" 7'C" (') 51.3 (+) 24.3 (+) �23.3 GENERAL PRESSURE NOTES NOTES: I. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES.: 2. "a" - END ZONE IS ONLY W/IN 41-0" 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 3.1 FOUNDATION DETAILS 4 ELECTRICAL PLAN I 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN ; S-2 DETAILS S-3 DETAILS S-4 DETAILS v S-5 PRODUCT INFO SHEET 3 WP WATERPROOFING DETAILS M-1 HVAC a v o °°°°`�� p T c : \0:•v 6A 4(00 0 �• t O ' o �,q'.• Pj Pr aA pltlitt gc� i a T � v � .6 I N ' F v a 0 c E E D 8 $� mmto to wq o lI Q n Lem a gg PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES g � m € BOTTOM CHORD DIL 5 (PSF) c JI a 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER LL &.o E dui w $g STRUCTURAL PLAN SPECIAL FLOOR LOADING ® 6�$ 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OFTHE "NATIONAL DESIGN SPECIFICATION FOR STRESS ? �$ g ht W �g w 0 m 0 -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. _ 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 a i I LLZ � a a WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD, BALCONIES/ DECKS 40 (PSF) o a j 5� B c 6 r? w 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 E 2 a 0 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OFTRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) y sg • §4 IdZS THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. - 0 r v w.uw.Foservc.ca.� 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED By THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES, READING ROOMS 60 (PSF) SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND. DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS,TRUSS LOCATIONS, STACK ROOMS 150 (PSF) _ z m AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL 0 HAND RAILS (d) 200 (PSF) c Z 0 g AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) Z S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) Q 5 SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) UPLIFT CONNECTORS FOOT NOTES � Uz d. A SINGLE CONCENTRATED LOAD APPLIED IN. ANY DIRECTION. AT ANY POINT ALONG o L/'! C4 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS; TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED u, m TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOR „ Qj w -o NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR f.,BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A Q = MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL Tot SQ. FT. E t Ln w FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: �Ln CM 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, tt Is the Intent of Designer/Engineer listed In the tltleblock of these g W , a E o F L OD 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 r accurate, providing Licensed �, � PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS, SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information, Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to ._- 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 COPE c ' W review all the Information contained to these documents, prior to a o INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not = ¢ N d °° 40 PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. undetected and hot reported to the Designer / Engineer prior to N ^# DJ4IVL�3 HOMES 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT (BAR. DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the TO FOOTING). 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 `d 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 44"x 2+A" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information foURd in these documents. Any questions regarding the MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF .CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND EOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR OTHER Assurance Manager immediately. No backcfg I ( o O LFBREE MISSED CONTRACTOR TO INSTALL (Z) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SOS SCREWS AND (5) 1/4" x 2 1/4" 71TENS ONE EACH SIDE OF TRUSS. cat 3 OO GU ZE PARKWAY PERIL OR CONDITION, AT ANYTIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER for reimbursement by the Designer/EngI6?� r11 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. notification and approval by the Designer/E%Def ,,. JA► °- ULFBREEZE, FLORIDA 32563 MISSED, CONTACT THE FOR FOR SUBSTITUTION. Payments will be made In accordance �t aFIC 6T. L,U'CIE COW 11i DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND. FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON 1471`5 w/ (26) CODE REFERENCES ARE SUMMARIES OFF CODE SECTIONS. 0 PORT ST. L.0 C I E 16d x 2.1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH IEPDXY W/ MIN 6" EM13EDMENTAND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. BOCC. Job Information FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS 0 DATE DESCRIPTION N 1 N d 06-28-12 STRUCTURAL REVIEW BY FDS (PLAN UPDATED) v w wol ,DAMS HOMES n Uj Of Northwest FloridaFILE C aM12 N N IU) 00 C 0 i * (!1 N _ -5O J W ZD 0 J m U) �0 � Model Name/Number:00 GUS� EZEPARKWAY GULFBREE�, �®UMA 3256 211i Plan Issue Date: 0 Tuesday, September 29, 2020 mVI KA PROJECT NUMBER: 0 MODEL 211ffi7 0 20-6269 tSheet: Of: COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(00 TOP BOTTOM NO BW1 18" (2)18d TOENAILS (2)18d TOENAILS SPF UPLIFT BW2 is. SP2 W/ (BJ-SOd SPI W/ (B}iOd SPF 402 STUD, (6)10d PLATE STUD, (4)1Dd PLATE BW3 18" (2) SP2 W/ (a)1Od (2) SP1 W/ (6)10d SPF 803 STUD 16d PLATE STUD, 4 lOd PLATE NO BW4 Ia. (2) 1& TOENAILS (2) 16d TOENAILS SYP UPLIFT BW5 SP2 W/ (6}10d BPI W/ 16}1od 1.6% STUD 8 10d PLATE STUD 4 10d PLATE SYP 439 (2) SP2 W/ (6) SOd SPI W/ (6}10tl BW6 18" STUD 6 10d PLATE STUD 4 SOd PLATENO SYP 878 ® U. (2) led TOENAILS (2) 161 TOENAILS SPF UPLIFT BWB SP2 W/ (6}10d SP1 W/(8}SOd STUD, (8)1Od PLATE STUD, 4)1od PLATE SPFd2" 535 (2) SP2 W/ (6)10d SP1 W/ (6}10d BU/9 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 1070 BW10 12" (2)16d TOENAILS (2) led TOENAILS SYP 0 BW11 SP2 W/ (M-UM SP1 W/ (6}10d " STUD, B 10d PLATE STUD, (4)10d PLATE SYP 585 BW12 16) (STUp6) i2• 10dW/ PLATE STUD, (4) SOd PLATE SYP 1170 BW,3 NOT USED TOP OF WALL /--DOUBLE 2x TOP PLATE SEE PLAN MASONRY WALL OR ICE WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO; IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MSO3/S1 FOR NO UPLIFT CONNECTORS BRG WALL To INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. w. CONNECTION INFO o 2x MIDSPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS O TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. BEE FOUNDATION -'+-'•'•'. PLAN FOR MORE 2x P.T. W/ 1/2" A.B @ 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ .. SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN.. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD 9 32" O.C. ' 7/16" OSB PLYWO W/ SAME EMBEDMENT W/8d NAILS AT 4'oo SEE GENERAL NOTE his BRIG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME ZX4 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 a. SP2 SP8 C NNEC70RS CAN BE SUBSTITUTED IN PLACE FOR THE SP3 AND AND o SP2P-BW IS ABOVE INDICATED INDICATED ON SECONLE D 5. IF "BW" INDICATED ON SECOND FLOOR BASE CONNECTION TO SEE R 2nd FL AI FOR PROPER CONNECTIONS FOR 2ntl FLOOR TO FO6 3 DETAIL FI 3OOR CONNECTIONS. • I IS FOR 2 STORY PROTECTS ONLY FIRSTFLOORTHEW (NOTE: Y 1 6. IF "SW" IS INDICATED THE WALLIS WNSIDERED A SHEARWALL AND REQUIRES MIN. CONSIDERED 7/15" OSB PLYWOOD W/ ad NAILS AT 4" O.C. IN FIELD. AND EDGE TO (1) SIDE OF WALL T. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS, SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE INDICATED WITH THE W1 4 W7 WIG THESEW S RE ONLY a. IFTHH BEARING WALL IS D B BW , B B ALL A L DA AND NOT S NAILID O THE SUPPORTING THE FLOOR LOAD (GUN NAILS)ARE E ATTACHED WITHHAVE HARD EASE NAITU LS WELL PLATE AND THE 2z PLATE CAN aE ATTACHED WRH HARD CASED NAILS (GIINALAND WILL PLATE AND NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2 ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABIE 0.J.48" DIA. x 3" LONG LOAD. 30d= 0.j COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) Ci IS) 2x 4#2 SPF (4)-i6d TOENAILS 0 F C2 (3) 2 x 4 #2 SPF 0TT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4' X J. 1./2" 21.46. Me SCREWS C3 (3)2 x 4 SYP #1-OR (4)-16d TOENAILS 0 FTI (4) 2 x 4 SPF #2 DTT2Z W/ 1/2" WEDGE ANCHOR* & (8)1/4' X 11/2' 2145 SDS SCREWS 4 x4 P.T.#2 ABU" W/ 5/8" AIR** G= 8685 CB SYP POST & (12) -18d NAILS U = 2200 6 x a P.T. #2 ABU86 W/ 5/8" ATR** G =120DO SYP POST & (12) - Jac NAILS U = 2300 8 x 8 P.T. #2 ASU88 W/ (2) - 5/8" ATR** G - 24335 C7 SYP POST & (18) - Ted NAILS U = 2320 Fos I 3.5 x 3.5 P.L. 1.8E Fb-2400 PSI HDU&SDS2.5 W/ (14)1/4' x 21/2" SDS WS & 5/8' EPDXY 5646 (WOLMANIZED IF EXT.) ANCHOR OR ATR** 3.5 x5.25 P.L HDU5SD52.5 W/ (14)1/4" x 1.SE Fo=2400 PSI (WOLMANIZED IF EXT.I 21/2" SDS WS & 5/8" EXOPY ANCHOR, OR ATR** 5645 010 3.5 x 7 P.L 1.8E Fb=2400 PSI HDU8SDS2.5 W/ (20)1/4' x 21/2' SDS WS & 7/8' EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** Fell] 5.25 x 5.25 P.L. 1.8E Fb=2400 PSI HOUB-SIM.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8' EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P L HDUSSDS2 5 W/ (20)1/4' x C12 1.8E Fb=2400 PSI 21/2' SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EAT. ANCHOR OR AIR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO, 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/8-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2' AIR 8" EMBEDMENT FOR 5/8' ATR 8" EMBEDMENT FOR 7/8' ATR 5. IF IC) 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 T. SAME NOMINALSIZE PARALLAM COLUMNS (16E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL CIA. / LENGTH PNEUMATIC GUN COMMON W. GUN APPUCAT10N. NAIL DIMLENGTH NAIL SPACING ad 0.131" X 2 W' 0.131" X 2 %" 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 %" 0.131" X 3 iP NAILS & TOP PLATE 12d O.1A8" X 3IA" 0.131" X 3 -A' 8' o.C.(OOMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131' X 3" W O.C.(COMMON) STUD PACK 6' O.C. GUN NAIL COLUMNS SBd 0.162" X 3'A" 0,131" X 3 AA" (2) i6D(COMMON) SEE PLAN (3)16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 tit SYP W/ 7/16" CONNECTION: PROVIDE (2) OBB FUTCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF d2d NAILS 0 12" OR (2) SIMPSON HETAl6 TO CMU 04. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)- 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) /,,/,�\ OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) ` 'yo "',y REAM ER USING SIMPSON HTS20 TO WOOD POST v OF i2d NAILS 12" ROWS OF 2' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE AC COL. U.N.O. ON ROOF PLAN. (2)-2 x12#2SYP W/7/16" CONNECTION: PROVIDE (2) Nf 0SS FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012" OR 12) 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) ZOE Fb-2600 PSI, NAIL BEAM SIMPSON LSTA24 OR (2) TOGETHER USING (2) ROWS HiS20 i0 WOOD POST OB 1/4" X 31/2" SWOOD OR OR (2) (2) SIMPSON HETA16 CMU SCREWS 18' O.G. TYP. COL. U.N.O. ON ROOF PLAN. - EACH SIDE. (2)-13/4"X117/8"LVL 2.0E Fb=2800 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) .'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.O. ON ROOF PLAN. x W/2 " LVL 3/600 2AE ZOO Flb0 PSI. NAIL BEAM CONNECTION: PROVIDE (2) (y) TOGETHER USING (2) ROWS SIMPSON LSTA24 OR 12) 1/4" x 31/2' SOS WOOD SIMPSON HTS20 TO WOOD POST SCREWS O 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU ' EACH SIDE COL. U.N.O. ON ROOF PLAN, GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS Ht 2 - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 O 2 O - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 2 -2X10 #2 SYP () SEE GENERAL HEADER NOTE IYS W/ 1/2" FLITCH PLATE THIS SHEET 92 SYP SEE GENERAL HEADER NOTE #5 O(2)-2X12 W/ 1/2" FLITCH PLATE THIS SHEET H5 (3)-1314"X 11114 ATTACH TOGETHER WI(21 ROWS 1/4' X 31/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS 916' O.C. TYP. EACH SIDE (2)-13/4'X 9114 ATTACH TOGETHER W/(3)ROWS 1/4-X31/2' H6 LVL 2.0Efb=2600 PSI SDS WD SCREWS 0111' O.C. TYP. EACH SIDE HEADER SUPPORT NO- OF JACKS& STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2X8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END V-O" 3'-11" (1) (2) (1) (2) 4-0"-9'-0" (2) (2) (2) (3) (4) (3) (4) GENERAL HEADER NOTES 1, VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT.PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" oc. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE T. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 22'-6" 20'-6" 6" 6" D 1 TYP. C6 8-2 i0 tp - _ - _ _ _ - _ _ _ _ _ BM3 M3 i BM5 COVERED PATIO BM5 o 20X10 c rn Ile I � 11'-10" 10" F W-4" EGRESS DBL 25 SH 25 SH DBL 25 SH DEL 25 SH 2868 110 (�' I fS O O O I HOSE 6168 13'-6" L. 25'-10" io1 1 3'-0" 12 4 MA ROOM di yI N I 15'6" x 19'8" i BEDROOM #2 o CATHE ORAL CLG I 11'6" X 11'8" (P a 2'-211 4,-0" 2'3" '-3„ 16'-2" 8' CEILING v MASTER SUITE 1"".00 12'8" x 16'6"WCEILING 36" FLAT BAR = 40 S01 ' ' TOP ON 341h"tiIO i WALL ml 3'-6" 8'-10"O IID/W I.. N I 668 q _ J o _ _ _F VAC_LINIT_ _ _ c�. 8' CEILING 3 m PR VIDE PLATFORM ' A y n 1 - - z a - u - - - - - - - - A/C ccgypp cD NG 1A N c C VIES IFY SIZE WITH ❑.o•j '_9 d 3 M � w ' 03 i i g�9 M R 3,-0" a m L` b HALL 's PANTRY WALLP 2868 ; TO CEILING a n c a o o ° ,.., . KITCHEN O a m F CATHEDRAL CLG _ w O s a I � 2>3 �1 7'-0" 8'-8" I 2'-2" 7'-7" � 4'-0" 3'-8" 6'-10" 1' 7 1 2" 3'$" 101-8". ° 81 CEILING x w I pp 2868 --. a� _ aoss - - - -- BEDROOM #3 N M. BATH m 8 LAM Z 00 916" X 12'0" N'O S' CEILING ' LAIN 4 o W z_ m m B' CEILING x m 10'•3" <o v Y OA n m 8' CEILING N W m w 4,40^ 5,_4„ lu 3,•5" 6'-7" ° a 2 � Q R VENT n - - � COMP. W T}}IIppU ROOF LID 2'' ". UNIT DIST35iDINING ROOM FOYER IWCEILING m10'-3" x 15'8" L� ) y8' CEILING N N I246 O p�2668 fr, I aH2 N I (9ZO I I o1 a 1R/1SH ° N W.H. BW2 OO tF39 ...: 2668HANSONBOX 36" 20'-0" AFF 10'-91, D 7'-2" 2'•7" 3'6" 4'•10" 5'•10" ro NOTE: BUILDER TO PROVIDE CN IGN S H4 a O m S-3 �`,.. / FUR NG N 8' FILING APPLIANCE PROTECTION IF REQUIRED BY MUNICIPALITY. 3068 D04 N m SEE SHEET 4 FOR DETAILS S-3 Y N o. DOOR&TRAJ. - --------- o' WF42 3 EGRESS - M S-3 - - - BEDROO ATTIC ACCESS - - ; S-1 O Sim. 6 a 1 4 10'8" x 12'6" . N ' LOCATE W FIELD ' a TRY S-1 q 8' CEILING o B/SHOWER 22" X 35' MINLLN BOTH SIDES OF - - ----- - DBL25SH " CEILING SEE ENTRY Q BM ELEVATION BM- -- S3 Lb vvly 1 � m 2 CAR GARAGE - -- -- - I W CEILING 1'-6" 5'-10" I ~ 16" SQUARE 4 A - - -1- - COLUMN `o S2 SH I I V EGRESS , I 25 SH I 1$" 7 -8" 7 4" 7 0" 10 4" I I I , V I I A HOSE S12 BIBS s 2 H I Kil oil I i I 16x7 OVERHEAD 2'-4" 16'-0" 2'-4" 9'-4" 7'4" 17'4" 20'-8„ 34'-0„ 54'$" SEE DET. MS03 ON SHEET S-1. 1 ATTACHED TO CMU W/ (1) JACK STUD W/ (2) ROWS 12d NAILS STAGGERED 0 8" O.C. (HTT4 NOT REQUIRED) III ALT. BASE CONNECTION TO HTT4 2 (1) SIMPSON DSP EA, SIDE W ENTRY ONLY FLOOR PLAN SCALE: 1/4" = 1'-O" ALL ELEVATIONS MPH OPENING PRESSURES FNcf nScn _ cvpncl IRG A I LA ) +27.6 / -29.9 1 ( B ) +27.6 / -37.0 1 +26.5 / •28.8 1 � L) ) +26.5 /-34.4 J +24.8 / •27.1 (G 1 +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 WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES R302.5.1 Door from garage into house must be a o minimum 1 3/8" solid wood door, solid or 3 honeycomb steel door, or 20 Minute fire rated door. ti Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits Is not acceptable. Ventilation shall be permitted to exit through m the soffit If solid soffit Is Installed 5%0" on each side of the venting. R302.6 The garage shall be separated from the o reeldence and It's attic by not less than 1/2Anch $ (12.7mm) gypsum board applied t0 the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 Inch (15,9mm) type Xgypsum board or equivalent. Where the separation is a floor -ceiling assembly, the E structure supportingthe sepaaton shall also 9 � protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. R312.2.1 Window sills In dwelling units, where the opening f e w' o an operable endow Is located more than Pe B Pe o 72Inches (1829 men) above the finished grade or surface below, the lowest part of the clear opening v Of the window shall be a minimum of 24 inches c (610 mm) above the finished floor of the room in which the Window Is located. Glazing between the floor and 24 inches (63.0 men) shall be fixed or have a pehings through which a 41nchClameter (102 men) 5 sphere cannot pass. R308.4.2 All windows within 2'-0" of doors and in @ shower or tub areas will be safety tempered glass. Ceiling for exterior entries and covered porches to 2 have 7/16". span rated OSB nalled per zone an roof diagram nailing schedule or 5/8" COY, 1X T&G acceptable for substitution. 'b EC: R402.2.4 Access doors from conditioned spaces to c unconditioned spaces (e.g., attics and crawl spaces) 3 shell be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. $ Laundry Note: (Unless noted otherwise) Provide dryer vent thru roof max. Igt. 35'-0", washer & dryer units (washer unit to be always on left side when facing E units hanson box 0 36" a ff b Callings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be g attached to all framing members with 2x blocking Provided at perimeter. The OSS shall be attached w/ 8d nails at 6" O.C. field and 4" O.C. at edges or 7d screw Shank 3" O.C. field and 4" edges. Vinyl ceiling to be IA attaches to OSB per manufacturer specifications =' FILE Q,v CtS. �i J.•v C, g6A ND I OtA l IJill" 1 311Ig;_ D ID It g=IB g? OD F ula�i� Wig agfm= p� m ii LL LL o g B 8 OdiiV.a a P w F IX v Q_�� a IX t Z 2 O �gm a N a F @$ w � m IX m m d1 w s s4$n2 E ga's °z o oWn ay m NAYV/.FOSFNG.CON ❑ ❑ ❑ Z PI Z N Q rn J e. _ C4 U) Z rN � ym Q' V) Lf c -9I2 (LS U= N E N a 6 o o FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY LGULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: 0 y Y z W LEI a O It W M z N 11) C � m�a 47 00 � - ® _J�•�.•� LI^ 3 o 00 �/ / 'D �# J IVI Model Name / Number: g 2117 AREA CALCULATIONS VI PlanlssueDate: �2 ggg Y Tuesday, September 29, 2020 1st f100R 2115 S.F. ♦ KA PROJECT NUMBER: 20-6269 TOTAL LIVING (AC) 2115 S.F. GARAGE 432 S.F. Sheet: A Of COVERED ENTRY (BASE) 48 S.F. gi L COVERED PATIO/LANAI 200 S.F. t 8 FLOOR PLAN TOTAL AREA UNDER ROOF 070119F (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION GRADE REIN F. 7-1 FF SEE PLAN CO 0 � r I 16"V I- (2) #5 (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION 8" OPTIONAL CURB FOR F.F. VARIES MASONRY® ELEV. 0'-0" • „- •— "— W/ (1) - #5 BAR cow. :, •!. �'I r i p X(�2) 2 STORY: 20" X 20' REINF. N W (3 -#5 CONT.SEE PLAN # 5 REBAR BEARING I FM01 I SINGLE STORY FTG 1/2"-1'-O" 1 FM02 I SECTION @ GARAGE 1/2"=1'-0" REINF. ISEEPLAN FF #5 REBAR FM03 I THICKENED EDGE 1/2"=1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR 2x BRG. WALL REFERENCE FMASW FOR STEM WALL OPTION (SEE FLOOR PLAN FOR MORE INFORMATION) - PROVIDE 13" WIDE E FRONT WALL = 1'-0" 1, REC SS AT GARAGE OF GARAGE WN DOOR. EXTEND 6" BEYOND. F.O.M. EACH END, TYP. GAR. FIN. FLR. * *4AZN I 4" 16 4" ALIGN DRIVE W/ BOTTOM OF ° RECESS & PITCH DRIVE 2 STORY: 20" X 2.w (2) #5 REBAR 4" CONC. DRIVE W/ 1/2" EXP W 3 - 0 5 CONT. 2 STORY: 20" X 7" JOINTS 10" O.C. TYP. 16" (2) #5 REBAR W 3 - #5 CONIT FM09 I SECTION @ GAR. DOOR 1/2"-V-O" FM10 INTERIOR BRG WALL 1/2" 1'-0" 2x BRG. WALL 2 STORY: 20" I�iX 20". (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) REBAR FM11 I STEP DOWN BRG. 1/2' = 1'-0- SEE PLAN ^� OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x 16" w ELEV. 0'-0" WITH CURB to (1) #5 BAR CONT. M1" (G.C. VERIFY) oo zg F.F. REINF. i (0 =1 SEE PLAN TYR. SEC. (SEE PLAN) - 2 45 CONT. INSTALL LINING MATERIALS PER "- aw N 2 #5 BENT BARS W/ MIN. 25" LAP SPLICE FBC.R P2709.2 1 + • - d�' MUDDED FLR. 18° A",SLOPED TO DRAIN MI #5 CONT. FM14 SECTION @ RECESS SHOWER I 1/2-=v-a� FM18 TYP. STEP FTG. DETAIL 1/2'=1'-0- ALTERNATE: REINF. THE REINF. BARS SHALL 8E GRADE CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY 60 #5 X 25" X 25' - CORNER BAR ONE cw - FOR EA. HORIZ REBAR, TYP. U.N.O. —(2) #5 REBAR 16" A/C. CHASE 2 ST EW E D �' o-. 4" PVC SLEEVE 1y� THRU FOOTING 66-6Td®MPL1 FM19 P. CORNER BAR DETAIL li-i/2-=v-o-1 FM23 I TYP. FIND PENETRATIAT 1-UG F;2C0-W- STEMWALL HEIGHT (h) d 1 STO 0'-0"-2'-0" 8" >2'-0"-3'4" 10" >3'4" - 4,-0" 12„ >4'-0" - 5'-4" 16" SEE FOUNDATION PLAP FOR F.C. SPACING ABO SLAB LEVEL SEE CHART ABV. -MAX. F.C. SPACING (O.C.) W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. COW. TIED' EA VERTICAL REINF. BAR-+ 04 TURN BAR 0 STEM WALLS GREATER THAN 4'-0' (1) #5 HORIZ. cow. TIED' EA. VER7ICALRELNF. B RN GRADE-8" MIN. TO TOP OF STRIP FTG. COMPACTED CLEAN FILL It, MAX 12' LIFTS STRIP FrG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) (3 p7T13 Nd m � m Ci IJi I'i of 'g flay ui i O a C i UM® in G� ° s a ESN qn BP" 2 V O J 1= WNM14.FGSENG.COM ❑ ❑ ❑ m Z m Z N Z Q � z " 0 cJ') _ E s V) w d ' N. ru U—C-4E - -- -- t ayyi m - ^ Q Noe4 1 11� m v � rfAMC urtuc� STEMWALL SCHEDULE FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) 3 o d 2 STORY b 1 STORY b 2 STORY IN STEM WALL y 10" 16" 20' W/ (2) #5 BARS <674# 8'$" 10" 20" 24" W/(3)#5 BARS 674# 5'4" N cv 12' 32" 32" W/ (4) #5 BARS 845# 4'-0" 18" 48" 48" W/ (5) #5 BARS CONT. 1162# 2'$" & #5 @ 18" O.C.TRANSV. o "s a COVER N FMASW I STEM WALL SCHEDULE FILE C FLORIDA CONTRACTORS UCENSENO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 & DIVISION LOCATION: r PORT ST'. LUCIE FI Job Information: N w Z ` 0) C W c 0- cu la O d a m � 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 -VERT. F.C. ASV. FUN. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND PER PLAN SPACING #4 TURN BARS ARE REQUIRED 0 EACH FILLED CELL LOCATION. EACH BAR TO E NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM #9 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK +'16" FILLING IS TAKING PLACE .0 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" - 6" h ". O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" ,C TALL (TYPICAL ALL CORNERS) 6.IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS *SEE NOTE 5 7' ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. b S. R,403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. - t CO vv �>, N °' GD E ` I- �� m ® _J Ll,J c00 0 J �] LO LL ® Model Name Number: / — 2117 Plan I55ue Date: Tuesday, September 29, 2020 KA PROJECT NUMBER: 20'6;269 — 3 0 ' 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL c�z' m o .�■ — FOUNDATION PLAN NTs LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2115 x 3 5574 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS Z EACH 300 GEN LIGHT'G & RECEPT. +APP. CIR. = 34,995 SUBTRACT 100% OF FIRST 10,000-10,000 A= 24,995 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 24,995) = 9998 + 100% OF "e" = (20,000) = 20,000 TOTAL WATTAGE = 39,998 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 167 LOCATION OF BMRIERTO BE 1'.IP IN FRONT OF MECH. OR APP. WHEN REQUIRED MIN.2-10 DIA. SCHAOSTEELPWE GPLVANIZEO WATER HEATER PROTECTION 141E"4A"Wk➢GE -u4 A A NCHOR BOLTS W/ MIN.. MA%.3" EMEEOMENT ' STEBx&B" 849E � PLATE PLATE I s ICI r or I. SECTION I QN FM24 I PROTECTION BARRIER USE 2 RED HEADS TO ANCHOR WALL I® SCH. 40 STEEL PIPE SLAB CONCRETE .OIAMETER _•,� PoOTMIO N. ASSUMED EDGE OF WALL Q 2x6 WALL (FLOOR TO CEILING) 2'-8- TERNATIVE PROTECTION BARRIERIN.T.s. BIBB INSTALL FAN BOX PREWIRE FOR --------------- I I —R------------ I I INSTALL FAN /_�__aBOX PREWIRE WP GFI , 0 c� c 1), ,nIIFd GFI; O FOR DWFAN I— -1" PREWIRE 2� I /11 GFl a � % w� C II C GR I GF T - \ / II , I 1 I 1 ' II ' II / GFl ' I i I � III 4 �*'N III = ■ W.H. )N, 220 GFI LED 42" AFF I GFl U� 4 a& z ATTIC ELECTRIC / J a IF REQ'D BY CODE ' Iy.___--___-_-----, x / ATTIC ACCESS / LOCATE IN FIELD 22_' X 36" MIN GFI GFI @ FOR GARAGE 42" AFF DOOR OPENER. COACH LIGHT I 1 I I NOTE: ' I , 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 I I /I T - I - — - COACH LIGHT - — COACH LIGHT CINSTALL FAN �BOX PREWIRE II 0 ' \ \ INSTALL FAN BOX PREWIRE \ 1 II / I f...l IINSTALL FAN BOX PREWIRE E 0 BIBB WP GFI ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ALL ELEVATIONS ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 61h EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, 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 INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBCR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES 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. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS 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 THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AN[) RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBCR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 13th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FI ftRES TO GE 100% CFL BULBS 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 G CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT In ' g DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET (E DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL TV� T.V. CABLE OUTLET L= DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER RECESSED LIGHTING J ❑ JUNCTION BOX WATER RECESSED LLIIGHTING (D THERMOSTAT Am BATH FAN Q LOW VOLTAGE LIGHTING ( BATH FAN W/ LIGHT C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONALOVERHEADSERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 2/0 COPPER OR 4/OALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP FUG DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER e) APPROVED GROUNDING ROD WI MIN. F 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. Is E P N t� I'a FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE _V1 Job Information: 0 N 1 N LI Z W 0 w LO c a m N LLD CO c fn U N z F—�0 00 a QJLu C o _I m U) (n Lo LL. Vj Model Name / Number: 2117 VI Plan Issue Date: Tuesday, September 29, 2020 KA PROJECT NUMBER: 20-6269 Sheet: w Of: ELECTRICAL PLAN BEARING @ENTRY BEARING @ GARAGE 1- 33/2 SH El 25 SH _ FIN. FLR._ J _ 12 48" OFF RIDGE VEVT ALL 6 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING RIGHT ELEVATION "A" SCALE: 1/4" = 1'-0" TOP OF BLO( WINDOW HEAD H IGHT 0 ro FIN. FLR. 12 6t ALL 48" OFF RIDGE VENT VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq inches of venting needed equally for Intake and exhaust Soffit product provides 4.12 net sq in/sf Ridge vent provides 18.00 net sq in If Off ridge vent provides 138.00 net sq in / sf Overhang distance 5' 1.33 ft S.F. of Area to be vented (SF) 2793 s.f. Total needed for exhaust for upper 113 670 nets inches Total needed for intake soffit area, lower 670 nets .inches Number of Off Ridge Vents for upper 1/3 needed 5 LF. of Ridge Vent needed (can be used In combo with ORV) 37 Lineal Feet of Soffit needed to meetre uired: 122 lineal -Feet of soffit nrovided bV blan 182 48° OFF RIDGE VENT BEARING @ TO OF BLOCK -- WIN OW HEAD HEIGHT — _ — _ — - _ — — — — B o o O O � Ec LITE TEXTURED DECORATIVE bo io 33/2 SH CEMENTITIOUS COATING 25 SH ..FLR_ FIN_ FLR. 48" OFF RIDGE VENT 48' OFF RIDGE VENT ® ® LEFT ELEVATION "A" SCALE: 1/4" = 1'-0" 12 5 ALL 7()P r1F Al ()CK TOP OF BLOCK - — � io ap FlN. FLR. WINDOW HEAD HEIGHT LITE TEXTURED ■ DECORATIVE CEMENTITIOUS COATING 25 SH _ _ — _ _ WINDOW HEAD HEIGHT ■ ■ (2) 25 SH (2) 25 SH _ _ — _ ° FIN. FLR. (2) 25. SH r I 2868 PATIO DOOR REAR ELEVATION "ALL" - SCALE: 1/4" =1'-0" 8" 1 TOP OF BEAM @ ENTRY OF BI l r1� FIN_FIR1 12" x 22" DECO VENT 0 ib ' T 12 6 AL� 16x7 OVERHEAD I TILPOF�NTRY@10-%0_- TOP OF TRANSOM @ 8'-8" _ (2) 25 SH WE TEXTURED DECORATIVE C€MENTITIOUS COATING 3068 DOOR W/2 1068 SIDELITES W/ 5016 TRANSOM ABOVE 6" TRIM TYP. 25 SH FRONT ELEVATION "All - SCALE: 1/4" =1'-O" TOP 0 M (ORRt -J SFLOQ,,•� p � ES 5 f � ao 4 w a s w u 2m.so� P. W w Z Z ¢ i � gtg8 W 3.mr�y p Q smr ZLL 778 Np d a L8s W V. Or D � � g waw.rnseNs.cora ElEl❑ Lo i \ Z10 ZN � J � o- v r milwa n ( l/1 (� M r i w C U — u0m 0 0 w c to C m J i U ENE w t W ( U y 0 M oDas `Q c Q r iLm= sje%MRC iAll 0 i FLORIDA CONTRACTORS LICENSE NO. CRC1330146 i 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI ) Job Information: 00.0 0 o Ln W AN a to 00 S N M N ti V m aD a oJ LL I m (n to Model Name / Number: 2117 Plan Issue Date: Tuesday, September 29, 2020 VI KA PROJECT NUMBER: 20-6269 Sheet: 5 Of: ELEVATION - A }5k82 Q N m LL 5 Nw0O' N W X 16 y w W LL SHEATHING 2x4 P.T. BASE 2x RIBBON PLATE BEYOND OR VERTICAL HORIZONTAL SEE PLAN BLOCKING WALL ELEVATION DIAGRAM BETWEEN "S" = NAIL FLOOR SPACING SYSTEM AT ALLPANELBLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL I s v2" 5 � � wi (a) 3d NAILs S 12" ALTERNATING �AGGERED NAILS 0 3" O.C. SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING Ll BLOCKING SECTION X-X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE SEE DE G.C. TO PR BLOCKING' W/ APA REI FOR SPAN 1 7/16" OSS SEE"HIP/F BLOCKING" ** ALTERNATE SPAN RATED 32/1.6 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 20'-0" MAX 20'-0" MAX TB03 Q EQ. o - - - - W O CONTINUOUS BOTTOM CHORD "X" BRACE SEE BRACING 2 X4 MIN. SEE DETAILTBO4- - - - )VIDE DETAIL TBOI '0 COMPLY ;OMENDATIONS- IATING OF - - 4 IDGE a - - - DETAIL - - - In R O O X xH Q W EQ. TOP & BOTTOM CHORD GABLE END BRACING @ -� 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NITS 4 FT. 2 !___________________________ O_ _---_____________-- ' 1 4 FT Or O 2 O ------------- 5 F1;. 4 FT. O 5 FO. 4 FT. O -- A FT. I O O 4 FT. O O 4 FT: 0 ROOF NAILING ZONE DIAGRAM NAILATBASE 2ROWs@4"D.C-W/ad COMMON MAIL ROOF NAILING SCHEDULE: ©. O NAIL AT TOP PLATE TWO ROWS@ 4" D.C. W/8d COMMON NAIL NAIL OPENING PERIMETER 3" O.C. W/8d COMMON NAIL NAILING ZONES (SHINGLE AND TILE) @ ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.G. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD O .STAGGER ALL VERT. JOINTS & NAIL @ 4" D.C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL SHANK NAILS) PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER NOTE: W/ 8d COMMON NAILS @ 4" O.C, 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 GO (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15132" OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) NOTE: Sd NAILS FOR WALL SHEATHING MUST BE MIN A31" X 2 1/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8•.. STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE75 ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINS TO ALLOW 16GA X13/41 STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/321' OSB EXPOSURE!. SHEATHING (2)- 2x TOP PLATE 15/32" OSB BEYOND EXPOSURE! SHEATHING 1=71= = IT II JI u I II 11 II II PROVIDE I II BLOCKING AS II II REQUIRED PER SECTION X-X IF NOT FULL It II HEIGHT SHEET C 11 11 II II 11 11 11 11 © LOORSYSTE II II II II II SOLID2x I 11 II II I BLOCKING @ ALL w III III 11 II II I SHEATHING �+ III I I 1 II II II 1 EDGES (SEE III C III II Il I I SECTIONXX) N.z III OPENING 111 11 1 III III - - - r - 71 II II II III NI II II II I I II II II 2x STUDS (M I I II I BEYOND. III I I II 1 I I II II II I SEE PLAN o III 11 II I II II II I I �.z III II II !III II II II I TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. TYP. U.N.O. 1i CONNECTOR SCHEDULE FOR: ADAMS HOMES-2117 ELEVAW/10'z20'PORCH: "J `Et�*Eca ' r, ,: r L ID y .. •'� a; BEARING POINT TRUSS ACTUAL CONNECTOR ID CONINECTORUPLIFT ". ' 'iE Ems,^ EA•$ N ' � ° • ;.; ,)," UPLIFT DESIGN RATING A1{2i/t0 ADS AD ADS, A31, A13, CJS - G5, a 7 ' 3 7 L / R - 740 # or less HETA16 / PER TRUSS MFG 1810# (9) lod x 1-1/2 x„i"11-1111 a1rN -`P/��, qP TiISPGHJSP L/R -341#orless H2.5A/PER TRUSSMFG 565# (10)8d 1$021 L/R -801#orless HETA16 HETA16 i. 1810#/1810# (9)10dx 1-1/2 y , n _'"e . •/"S. (9) 10d x 1-1/2 ^ =A.07)6,6"'r2(A114, B03 L/R -655#orless -HETA36/H10A 1810#/1040# (9) 10d x 1-1/2 a 1810dx1-1/2 ;AF L/R -1640 #orless (2) HETA16 / (2) HT520 1920#/2620# (10) SOd x 1-1/2 r.r , 'r 48 10d x 1-1/2''•: ,a � " .r 1 h.�0%i-EC,04v1N R 1640#orless 2/2 =-SAS SCREWS ^"' r 8 1/4" X 1-1/2 Pb4 R 738#orless H10A/HSOA 1040#/1040# r 1 18 10dx1-12 L/R -1301#orless (2)MTS12/(2)MTS12 1980#/1980# (28)10dx1-1I2 �•-"L'T�`- il . 28 10d x 1-1/2" L/R - 1824 # or less (2) HETA16 / MECH 2365# (12) 16d ^; `,T�d1 CO3 L/ M /R - 556 # or IStS HETA16 / HETA16 / H10A 1810# / 1810# / 1040# (9) 10d x 1-1/2" (9) 10d x 1-1/2" (18) 10d x 1 ' • "' - (22) 10d 5/8" ATR w/12" EMBEDMENT L/M/R ;• 3897#zS0eBS;, „MS'(`J'MGT/t+�'Ju12 3965#/3965#/990# (22)10d vv/SIMPSON SET".EPDXY @ (14)10d x 1-1/2' MGT •' . , C4.. „, ;, "CO•NT'6RG <y+}#tJYI@5-,5.-:. .," - "; "• SEEDETAILGE01/S •- Y ¢S .,. .. r I d r .,,. .,, TRUSS' NUTACVURfRi)1W4i1Ws. .DATEOE LAYOUT+ DAN•EOFTRUSSCLITSHEfOS . 2/1/2019 - F`T, R=$IGHT.� M r MIDDLE BEARING& : "`. . F T T T T C It l.x IfTI I�1� I O C3 g Q 3 �'� I C5 LI F F 5 I 1 EXPOSED TO WINO /� �L t� IIL04 J�CN Q Q Q Q T T T T T T II NIT by IIIAI mm 1 / 1 - Y 1■ 71fn Q FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S- 4 4 SIMPSON• CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE r MARK TYPE CONNECTOR S FASTENERS SPF ®NP CO4NECTOR&FA8TENERS OFF SW 0 FRAMETO HETAI6WRIUdxl lXCR 1816- HTA19W(10110dx 1120R MASONRY HETAwvdMI0dx111T MA20W (10)10dx 11/Y 1585 18]0 r li ,\I l�-"„•'/' N i� _ is I'v U ® FRAMEToM2,6AW(101gd NWLS 636 IYE RTTAW(10)M NWIL9 6l6 6B6 © FRAME To H1oAw/118)lodxit? 1016 10-47 RT18AwT17)lWxtlW am low FPAM1tE 10M12 WUB)tOdxi tYZ'AT2fiYTRU88E8 BM JOIN RT16.2 WR6)10dz11ITAT2PLYTRINlBEB 935 f080 � , rl1 L / O FMMETO IAT 8M FRAME TOENAILS) LOCATONINCLUOE 13112tl TOENAILS) INCLUDE 9M0 LOCATWI14pMOE(3)IATOENAILR LOCATION INCLUDE 1G0 TOENAILS) t006 1186 OFRAME TO MASONRY MGT W(22)1 M NAILS AND W A.TA. W117 WBEDMENTWSIMPBW'SET'EPO" 8930 98M MLIG116 W(29)1 W NAILS AND AT.R.W 1T EMBEDNENTW91MP9W'BEP EPDXY M30 44M O FRAME TO HTS2O WR4110dx11R'(AT ExTEPOR tb6 1910 HTW20 WIG1)10dx11/2'(ATEXTHiNOR 1285 i6M '.. FRAME LCCATgN NCLI,®E(9)120 TOENAI.S LOOATON INCLUce 0)12tl TCENALS FRAME TO (2)HTSNW(48)I%l V2'IATEXTERIOR 148D 2820 (2I HTWM W(48J1G1x11?P•T E%1F.RpR 2570 30M FRAME LOGTKK4 NCLUDE (S)128 TOEIYAL9 LWATIONINCLWE(S)MMENVA.S= FRAME TO HGT-2 W 1181101 NaL8 AX)(2) 978' A.T.R. HUGT?W(18)1Od NaLS PND R)5M"AT.R. © MASONRY WYTfMBEOMENTWQMP80N •SET' 10880 WITEMBEDB¢NT WMMP80N'SET" Imo 9790 EPO Q-W-3FOR3KY). EPDXY(HUGT3FOR&PLY) c O FRAMETO FGTRW(18)1l4'XTSoS WOOD SCREWS 3400 'm'x8'WFOGEBOLT IIFUBW(121 W83 WOW SCREWS AND 7100 MASONRY AND R)1rT x6'TTEN HD ANCHOR BOlT9 N (%W2W(18)18d81M 116 FRAMEro &1711/4"x2-Ild'TREN2 17M mo MASONRY SE YB BELOW. aB Q. FRAME TO MAION"I (2)LGT2W(32)1MS1140;RS&(14) 9801M IH'z21H'TITENORYTR.JSS) IOMM RlLWT2 W(22J 1M 91NKER9a(10) 1H'x 3' WEDG6BOLT (2 PLY TRU99) 316BM 3100JA 3240.E 3)10-F 3600E 4630E Q FRAME OR Re)16d SINKERS FOR FRAME(EA) OR(92)iM RANKERS FOfl FRAME (EA) C W MAMEro MASmRYI (a LGT3W014)lA-.3-SM SCREV.G &(8)15'x9TITEN(2PLYTRUSB) 4]30M. 8870HY RI WGn W(24) VPx21W WS26 SCREWS& 14 OM"x5'WBRPLY iRU88) 848OM 71t FRAME OR (62J 1&181NIEH8 FOR PRMIE (EA) MIOP AIM-F OR (MQ IN ANKERB FOR FRAME (EA) NBPF »t0i O. SEAMTO HWt00PT HlIGiOM(1M teU6O0J 10d GN2380 HM10 CPTH041MFW(20) 1 A01011M GN3ND SEAM mu mlem NALS WIM O SEAMTO HV410CPTHUO4PW/(18)TREN GN600 HD4100PT HD1IGFWI20)1H"x3' ON3355 MASONRY 1H'x38N"& 10)1WNAILS UM600 WEDGE60LT A(t0)10d Na18 U060 O QBSAMTO MASONRY, NU460PTH1Mg6W10)1Od NAILS& ON1M0 (MpMO H)1/ex2H4'TAPO 10d TOMM. ON1626 G11850 G G FRAME OR (12)INdI�IOd IFDR FRAME) SYPF FI(12)IW&(4' IW(FORFRA6.) swB SNIPAILMNI3S SYPM (OR02' Ifil& 16)IN(FRPRMABJ OR (12I 18dd(6I 104 NEON FFWJE) UYIOM SYPF SY860 I SYP-M FRAMETO oS IETA18OPTM "ETAX 1920 Iwo M HTAISOPT(2) WA20 1B70 0 MASONRY hRYW110110tlx 11/C'OR " "`. HR. iYW(10110dx1112"Oft 2 y ZPLY W (12)18tl 2FLY W (12) IW HTSMIBW (e)10tl WAILS AND (4)1Hx2111" SIM 1110 HTWMIBW(a11WNAESANDR)114"x13M' 11a6 1226 Cp 81 TO TAPWNS WEDGESOLT r3Fa OFRAME MASONRY T9Mw W(10)IN NAILS AND 1H' Na W H 1110 O HTWMw wl(1 D)1M NAILS AND (4) 1MNI 3W TAPWNS WEDGE -BOLT I'm 1226 L OFRAMETO P Hl% W M W A 12' NAILS AM (2) 318 W 7M 110 MASONRY TERN HD DT72ZW 114-xI In' WOOD RI pTbRW W'x11lY V1916VpO0 @) L OFRAMETO MASONRY SCREWS AND (1)11TID A.T.R. WOOED 1835 1145 9CREK9ANO (1)1?'B AT.R EPDXIEDW 1510 1535 W SI(20)im BET' BEENO)EN SIMPSON 9EP SEE NOTEM HTI6WRS)iBd#I(Z'NUIL9 AND 111fiG'B HTr46W(26)1Sd x2 t2"NaLSN4D 11) RO MASON ATAEPONEDWIBIMPSON'BE]" 4375 5080 YS'SAT.R.EPDXIED WMMPBON'SET - 50M p SEE NOTEN BELOW) (SEENOTEINBE]JOWIL I I I I I Y I 1 9� 191iMEro HTT4 TREEPDXEDWSIMPSON-Sm B BM"S 0.T.P. 6POYIFB WMMP80N BIET i NNARA / MASONRY w 0 SEE NOTE BELOW 4235 BEE NOTE M SELO, - 4160 'dClrc, TORR �%Cmh�.0 O FFRAMEO Ht03 W129110tlx1 tl2 NA1L9 ]86. 910 LUGTI WI2�Wxi 1rs'NAIL9 876 1N6 N '•.//1�� T `,``��SE•• I-• LON Q; 6Q �j ••' FRAME To HM8IRWR)1141,IIM-30SAMC no RT15MW(M10Sx112"NNLS& 13% 1915 MASONW scro ws&RI iH'Sr2.114'TAPCON9TOP 14) IN'. I WTAPCONS 0 CN FRAME TO WTW(1S)1H'x9'SDSWWDSCREWSS 'D �J; V q)1`d ". OV MGM, (1)�S'S A.T.R. EIx WW SMPSON"1ET- 8885 W 1T MIN. EMBEDMENr 4$10 c Y � �. ,,,`Q W � � �. _ `` FRAME TO (2) WT W(N) 1MW SMMOD SCREWS t0 ��' (,�...: Z_+, O MASONRY &R)M1 aA_T.R.EPOwEDw/NMPSoN 6170 5ET"w/12 MIN. R�IBEDMENT 1`40 3 .s � '� Q• `Y o d'�'• w a. Q vcrW(1Mva"xa soswooOscREwsa O FRAME TO HOW -90925 W(1011HSQ iQ'9o8 WOW 3286 4M6 MUOT/5WI22)iW NNLS8HR48 Wn8) 41fi0 •" ��r` �O••�A14 d Q•.' �r FRAME SCREW81(1)WINA.T.R. tOd NAILS &III60PHAT.R T 4 �'. 'II •• FL• Q. C .�i " • , .•,` , ••\•In /// O/� V O FRAME ro (Z) HTT6 W (6Z)16d12 irs' NaL9 & 4315 MM (T HR48WI62)IdPN2112'NAIL3 M08 FRAME (i)NB'BAT.0. (SEE NOTENI &IH MB'BA.T.R 19EE hOTEN) - _ p �O SI Ac"ceu CONK Q. "(1TCA. iCW 1. WNWUA(LFl RTRLWESMINIEPoOIiS NNGWOOOWALLSIBEAMSw/R112dR NAW. 2. OLLTRUSSTOTR SSCONNEC N3AREPROVIDEDBYT MMANUFAOTURER,UN.00NPIAN. a S %C. MAY USE EITHER SIMPSON OR U9PCONNECTIgV9. SEE FRAMING PLAN FOR CONNECTOR CALL OUT. N (� 4. FOR SINGLE PLY TRUSSES, SCAB W FLILL ffl H SW YI TVI" TO TRUSS VERTICAL WEB W(2) WAS OF 1M HAILS 0 F O.C. STAGGERED. 3 A IT MIN, A.T.R. EMSEOMENT@ OMU aOND BEAM U.N.O. 90 6. SCAB TRU35 CHORD W XV2x8YPW(MATCH CHORD LUMBER SME)wl l2)ROWS 10d@ W FROM END& 4' O.C. LL STAGGERED; CEN TER AT CONNECTOR LOCATION AS LD Wo-1 AS POSSIBLE. a AO MINMALWNNECTORUNOONFRAWNGPLAN E 1. CONNECTION FOR ALLRWF I FLOORTRUS 70MASONRYWALLWUNMSICFWA UNOCHFLAN Lmx11 2. CORWCTONAT2"RWO.C. PENDING VERTICALS FORALL FWORIKINES PARALLEL TO Mra40NRY c WALLS WE MAL FSIMM FOR MORE INFORMATION to 3. CONNECTION rW ALL HIP JACK (CORNER JACK) TO MASONRY WALLSIIOr WALLSr1JNTELB ti SQ B wNi Ll` OD 4; CONNECTION FOR ALL CONTINUCU9 RIM BOARD To TOP OF MWNHYAT IT O.0 MAIL W(2) AT EACH CONNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT W?JI (IF AFPUGASLE) LAYOUT G 'T�i OD NEW LM S. CONNECT ALL FLOOR TRUSSES TO INTERIM BEAMW WOOD WAEAM9wl(2)12d TONAILS tll N - L 0 m cg F FA .� © MIWMAL CONNECTOR UNOONFAAMIN(IRAN 1@J p J Eg gU8 LL LL. LL Lo 1,1 1l!!KT6$$TOWOWWALORBEAM 7C CTORUNOONFRAMINGPLAN NyoJ�gy Tt. u®iL , g, �11 {f}N5 W ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) SOd TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN S" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER - - - IF ROOFTRUSS LAYOUT SHOWS TRUSS ID'S,THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. REVIEWEI FOR TRUSS BRACING AND ADDI CIE ROOF INFORMATION SEE SHE C.M.U. OR ICF WALL SEE TYP,WALL SECTION 2x4 P.T. FASTEN TO C.M.U. W/ 11/2" LONG T-NAILS ® 2'-0" O.C. SECURE! -CHANNEL @ 12" O.C. 01 06 05 j j 0 48 o- L d 21o"aLUOf � d ui aj c a r ?ag t o o m O g 3 Ti' s.1 B G 1TBe'l 0 o -J p Tfn M z ie b VNfN.PGSENG.CON ❑ ❑ ❑ z = Z Z noo L O N 4 a c ti - If) E U _ R O w 2 F tint 0 @NE JIIIIIIWA� 00 61 DAMS HCIMICS FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY 1 a GULFBREEZE, FLORIDA 32563 LI DIVISION LOCATION: OU PORT ST. LUCIE `Job Information: O N C NU. M N 9 I3-I 0 FILE 0'` a m Q. V � ai N to COcn IQT ETAL DRIP EDGE + x SUB -FASCIA xx6H m 0 U LV' d W IJ (!1 (D CONTINUOUS VINYL TRUSSG.C. SHALL VERIFY SOFFITL CAPAC17Y TO RESIST THE 1.1 ./ `YO V T A & C R Om SPECIFIED FOR COMPONENTS AND ACLADDING WIND S D PR SUREDESIGN PRESSURES SCALER/4"=V-0" TYPICAL SOFFIT SUPPORT DETAIL 3/4"=r-o" V N ® Model Name /Number: 2117 Plan Issue Date: Tuesday, September 29, 2020 KA PROJECT NUMBER: v v Y 20-6269 a Sheet: 6 Of: 0 €D kj ROOF PLAN A LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 14 5 BAR & 3000 PSI GROAT, MIN, 25" LAP (ACI 530) CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO - NON-SHEARWALL SEGMENT 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 W LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25' (ACI 530) TOPOF SLAB I M5021 TYPICAL SHEAR WALL SECTION I N.T.S. I TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6) � I Do X 1 1/2 / SP6 OR SP8 FOR 2x6 AND 2x8 WALLS PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO r15 . FILLED CELL W/30DO .I. CONIC. 1 #5 REBAR VEFM BEARING WALL SHEARWALL FRAME WALL ,M. U. #2SYP/SPFP.T. W/1/2" X 8"'7" BOLTS OR /2' X 6" EXPANSIONHORS OR (6) 3" X 1/4' CONS OR 7/6" HILTI TIX-DNIS 2x BASE PLATE SEE PLAN FOR MORE INFO I MS031 '. ^rv1 w t'-nnit,/ w n�/nr,nn'xn) , V I N.T.S. I • .� n r #5 REINF. 20" MIN. LAP BAR H #30R04 REINFORCING 7 �6. BAR #8 R #d 1 AP SPI ICF „ 5" MIN. LAP ° #5 REINFORCING BAR #5 STD. 90HOOK #5 1 AP SPI ICF SCALER"-1'-0" 35 #6 REINFORCING BAR * GRADE 40 U.N.O. #6 LAP SPLICE I MS051 REBAR SPLICE DETAIL - GRADE 40 1 N.T.S- ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x4 1/4- X 23A" 12, O.C. 1 2 x 6 1/4' X 2�A" 12" O.C. 2 2 x 8 1/4" X 2*/." 12" O.C. 2 NOTE: TAPCONS TO BE 4' FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST LINTEL (2) 2X P.T. - BUCKS W/ 1/2" O.S.B. BETWEEN FASTEN PT NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 1/4'X 41/2" TAPOONS. SEE OTHER NOTE FOR SPACING REQUIRED i I MS11I 2x BUCK DETAIL I N.T.S. I LINTEL SCHEDULE LINTEL NO. LENGTH=FT. SAFE GRAVITY LOAD PLF APPLIED GRAVITY LOAD PLF SAFE UPLIFT LOAD APPLIED UPLIFT LOAD PLF COMPOSITE BEAM lO 17'-411 950 PLF 158 PLF 404 PLF 50 PLF 81716 -113/1T 16" MINIMUM 0 4'-611 6113 PLF 158 PLF 2724 PLF 50 PLF 8F16 -113/1T 7'-611 2661 PLF 794 PLF 1634 PLF 205 PLF 8F16 -1B/1T ® 2'-1011 6113 PLF 2210 PLF 4460 PLF 885 PLF 8F16 -1B/1T 0 4'-611 6113 PLF 192 PLF 2724 PLF 57 PLF 8F16 -113/1T © 7'-611 2661 PLF 1365 PLF 1634 PLF 440 PLF 8F16 -1B/1T 4'-6" 2661 PLF 1546 PLF 1634 PLF 516 PLF 8F16 -1B/1T ® 4'-411 REC. 5206 PLF 1365 PLF 2635 PLF 440 PLF 81`16 -113/1T NOTES: 1. ACCEPTABLE LINTEL MANUFACTURES INCLUDE: CAST-CRETE OR QUAILTY PRECAST COMPANY ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE PRODUCTS.) O 0 0 -1 ro RIE5AR AT TOP MIN. (I) Rant) wx" C R O.M.11 g GRglt 4 ,.0 Q o..OF "s REAR A- 0 OM LINTq. "VI- eOTT RENFORCING 1-0!a°ACTUAL PROVIDED N L.NTSL (VARRS) NOMINAL W'VTH 9" TYPE DESIGNATION =UED W HI GROUT / U. UNRI-LED � O"KN OP 15 RaeAR AT Ir BOTTOM OF LINTFl CAY TY 81=16-18/IT NOMINAL WOTH QUANTITY OF "5 NOMNAL VFIGHT AsSAR AT TOP MATERIALS 1. f'c precast lintels = 3500 psi. 2. f'c prestressed lintels = 0000 psi. 3. f'c grout = 3000 Psi w/ maximum 3/8" aggregate. 4Concrete masonry units (CMU) per ASTM 090 w/ minimum net area compressive strength =1900 psi. 5. Reber provided in precast lintel Per ASTM A615 GR60. 6. Field rebar per ASTM A615 GR40 or GR60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S, GENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shore filled Ilntels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All ifntels meet or exceed L/360 Vertical deflection, except Ilntels 17%4" and longer With a nominal height of 8" meet or exceed L/180. B. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirups are Welded to the bottom steel for mechanical anchorage. 8. Cast -In -place concrete may be Prewided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 101lntel 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. if a smaller Ifntcl is installed canted FOR for approval. SAFE LOAD TABLE NOTES 1. Ail values based on minimum 4" bearing. Exception: Safe loads for umAed lintels must be reduced by 20% B bearing length Is less than 6-1/2". Safe loads for all recessed Ilntels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe toads are total Superimposed allowable load on the section Specified- 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. B. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. PRECAST'U" LINTEL W/3000PSI CONIC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE ANCHORS (TYP-)► -J1- - -" REBAR ON BOTH SIDES OF OPENING U.N.O. PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLD W/ (1) #S BAR FOR ALL WINDOW OPENINGS S'�S" AND LARGERI GROUT SHALL BE FLUSH WITH TOP OF WALL 10' -STD. 90 HOOK fit � a w ry STD. 90 DEGREE J K ANGLE 3000 P.S.I. CONC. W/1 #5 DI . REBAR CMUIN U U.N.O. I 'L1 J 1 1 11 I I a I SEE FOUNDATION PLAN SEE FOUNDATION PLANFOS LO(;ATIONS ALL ELEVATIONS I MS01 I BLOCK WALL REINFORCEMENT N.T.S. TYP. BOND BEAM 1 8"x8"x16"K.O. LINTEL BLOCK R U. W/3000 P.S.I. CONC. W/1 #5 DIA. REBAR INDICATES FILLED I CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) TTTTTTFFF -TOR j1P ot w . e.'O.• FL Off:." �fiS IJ°* °j2t#o9 1ia11T's� �. m k FS5@@l CID N gg 00 # ik `-gmnq"q rym -Ir m LL LL (i $y 2E g IN.entig �1"m�'a 1 W aACLL LH d O ®-�� a it ¢¢ g Ilim2 0 0 J Do onCc Z ¢ ci N aos ❑ Cl❑ ^WWW,PDSENG.COM O Arft Z m (D W Z N Z Q � J N a - Lit Z n (Dm �JJ v w f] m I...0 O V) = etn f0 m U U = tN E F LO L? { . = O r N U Nod � Q i C a C'Iowo V�Y 140-; e ® V' A llli u0%ILAI Ii FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: O _N I- z N W U L O HT L\.I � O / LO 'OD m z N to 00 F- U C 00In N COL1 a 0 _T�3Lij Z) CO O _I M (i) (1) LO LL Model Name / Number: 2117 Plan Issue Date: Tuesday, September 29, 2020 KA PROJECT NUMBER: 20-6269 Sheet: S 1 Of: LINTEL PLAN O SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2)'/2'x5" SEE FLOOR PLAN WEDGE ANCHOR FOR BEAM SPEC. o v OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER > v TRACK TO JAMB. ,'•:,.� °`N'�° •. If. l..,.. 1 (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" a II II � "J" BOLTS WASHERS SET IN o FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. n VERTICAL b SECTIONAL " II 8 °' ® OVERHEAD ' DOOR CONT. PT #2 WOOD :, o ``eeeeu rttryttti RRFS SYP2 X6" ��`��0• .v TRIM o ,; :� '`'• ". ' Z'x6" P.T. WOOD JAMB q i. 91 c{ II . I, • Ct� ' DOOR AND CONNECTION PER r :* 5C PEE GARAGE DOOR MANUFACTURER GARAGESLAB o \O �'. �' F',LOP• TYP. GARAGE DOOR TRACK MOUNTING DETAIL �, a �is�0 •, Fs�lo ;:, a NOTE: DETAIL CD22 / 5-2 MAY BE SUBSITUTED FOR THIS p a N DETAIL- UNLESS NOTED OTHERWISE v H n v MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM s C T E 9 W ��5�3 Ip eN1 N W o N 00 xk 4Ji tJi 4JL 11I1Oj�`69g Q ffiw 0N�mgC m�NN Ii a v �'im�t w a E dui w • 3 1 BLOWN -IN R-30 INSULATION PER FBC FORM SUBMITTED WITH v t O AND ENERGY Q Ix PERMIT APPLICATION PROVIDE BAFFLES ' s 8 �'- Ix o m m m BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED AT EAVES (FOR VENTED ATTICS) 12 FIBERGLASS SHINGLES OR °, E ao = < a 12 WITH PERMIT APPLICATION , ' SEE PLAN TILE ROOF (PER ELEVATION) o 1 E L I Z ° J o '� PROVIDE BAFFLES AT EAVES OVER APPROVED UNDERLAYMENT a $ B $ W SEE PLAN (FOR VENTED ATTICS) PER F3CR (ss ❑ ❑ ❑ PRE ENGINEERED WOOD RATED STRUCTURAL RUCTURAL SHEATHING ~ W WW.FDSE%G.COM Z FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT TRUSSES @ 29" O.C. (SEE STRUCTURAL NOTES , - - FASTENED TO TRUSSES PER ROOF @ 905.1.1 OVER APA 1 I NAILING SCHEDULE) £ ��// g PER FBCR RATED STRUCTURAL SHEATHING ',; TRUSS ANCHOR (SEE PLAN) �J�,J..J..h Z 10 z 7 PRE-ENG. WOOD (SEE STRUCTURAL NOTES � SEE PLAN FOR � Q :•- TRUSSES @ 24" O.C. FASTENED TO TRUSSES PER ROOF �— _ _ _ , J � BRG. HT. � • 3 � m' NAILING SCHEDULE) 1/2" DRYWALL '' •' ri TRUSS ANCHOR (SEE PLAN) FELT PAPER OR • ' ETAL DRIP EDGE & _ Z r m TO BE INSTALLED ON OUTSIDE FACE TRUSS PLATE 3/4" PIT. NAILER 2x SUBFASCIA (TYP.) FRAME FOR BUILT-UP -6 Ur IQ)CORNE_ LL .,ar SOFF SEE ARCH.112" ('`j)U ' DRYWALL PLANIr. EA STING ' tMETAL DRIP EDGE , CURTAIN NAILER 2 X 4 P.T. PLATE END OFRSUPP BERAM. u,,, 1/z" DRYWALL 8x8 x 16 K.O. 1 x 4 P.T. @ WINDOWS n LINTEL BLOCK „ NAILED w 8d NAILS 6 KEEP IN 3/4 FOR SHEATHING / g 0 w N c CONNECT ALL 2x STUD 2X SUBFASCIA 1 x 8 P.T. @ S.G.D. „ p.ry. W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH O.C. 3 �� TO TOP PLATE WIrH (4) 16d TOENAILS SOFFIT. SEE ARCH. n 3000 PSI CONCRETE n SEE ELEV. PRECAST "U" LINTEL (TYP.) ALL SIDES / �\ \ (TYP.) FRAME FOR COR- OO ;� c NERS FOR NON LOAD o cj E -� o R lid„ PLANS 1/2" DRYWALL SEE SCHEDULE �", \OO a v c BEARING SIDES NAILED �� _ 2 6 ��"�° SEE PLAN FOR HEADER SIZE P �v• v V• v v, " 16d NAILS @ 8 O.C. rn r ` P < u c w/ V \� �\\� v V. v�{ m Q N C; ® c 04 DffiON 15/32" OSB EXPOSURE I ON O.H. EXT, WALL W/ ALL EDGES BLOCKED. 1/2" X 8" J-BOLTS (1) CENTERED EA. (TYP.)<l COURSE HIGH A.F.F.' DAMS �!"IOM�S MAXIMUM OF (3) - 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. SIDE w/2" WASHERS CMU BASE FILLED w/ CONIC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON n FILL CELL-(1) #5 DIA. (�.P) w/ (4) VERTICAL RENF w/ HOOKS INTO FTG & AT TOP m u NAILS AT 8" O.C. ALL BEDROOM WINDOWS. N REBAR W/ 3000 PSI OF COLUMN PLAN Al -Al "i 3000 GULFBREEZE PARKWAY r CONC. ALL LOCATIONS SHOWN ON FOUNDATION a GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN &FLOOR PLANS a DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN v PORT ST. LUCIE LOCATION OF OPENINGS IN SIMPSON LSTA30 SEE FLOOR PLAN EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULL I Y w 11-10d TO BEAM FOR BEAM SPEC. / m LD STUDS ARE REQUIRED). & TO FRAME BELOW ♦ Job Information: r NOTE: 44" MAX. SILL HGT. ON r a- 3 ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW WINDOW STOOL W/ SCREEN 1 1 o CE'MENTTT10U5 DECORATIVE PER SPECS n PRECAST CONIC SILL FINISH 7/8" THICK PER ASTM n C 9Z6-98A PAPER BACKED FOIL R-41 H 1 � iv 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL N 1/2" DRYWALL MORE INFORMATION). SEE T613 ON SHEET 6 PER FBC AND ENERGY FORM P EXTERIOR FINISH - SUBMITTED WITH PERMIT r (SEE ELEVATIONS) , B Z W FOR NAILING INFORMATION FOR APPLICATION > R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SIP. BASE PLATE FTG. DOWEL #5 DIA. REBAR 1 x 2 P.T FURRING 17" IN CONCRETE - 25" I x 4 P.T. @ ,c W Q N L AND ENERGY FORM SUBMITTED wJ 1J2 x 8 x 8" TIiEN EXTEND BASE NAILER , i tEi O d c WITH PERMIT APPLICATION HD) AS ER T 3 WASHER AT 32" O.C. L L ATION30) SHOWN SLAB. ALL LOCATIONS SHOWN w/10-1SIMPSON TO COL Al I Al BUILT-UP CORNER MIN (3) 2x4 w/10-10d TO COLUMN v / N U) �o c ` wJ2" MIN. 6" FROM END - SEE WS07 WOOD BASE ON FOUNDATION PLAN OR 4x4 POST w/ 2x4 UNDER POST m Z N �'-� U W d WOOD BASE FOR TERMITE SHIELD SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR EACH END OF BEAM ' (; —� r O J Uj D O O FOR SLAB INFORMATION TOP OF SLAB TOP OF SLAB sLAe INFORMATION _ I. _ _ — 2 X 4 P.T. PLATE ` , ^ W J V J - - - - - - BOTTOM STRAPS MUST B E f + x W INSTALLED ON INSIDE OF N ♦ Model Name /Number: I - "'60 GRADE GRADE ' T COLUMN. DO NOT BEND �' , v v VF fil ). ,- STRAPS UNDER PLATE. r ➢':'� a n .q 2117 � � N PLACE STRAPS IN FILL CLEAN 3 COMPACTED - SEE PLAN FOR N RE -BARN FOR IES • CELLS w/#5 REBAR u °; (TYP.)4 COURSE HIGH CMU BASE ♦ Plan Issue Date: +L_ �•-c� ;• FILLED w/ CONC -SEE PLAN FOR FILL .? Ni , SIZE. TOP OF COLUMN BASE - Tuesday, September 29, 2020 SEE PLAN 2'-0" AFF ♦ LCA PROJECT NUMBER: SEE FOUNDATION PLAN SEE FOUNDATION u 16 FOR FTG REQUIREMENTS PLAN 20-6269 s NOTE: DETAIL CD21 / 2 MAY BE SUSSITUTED FOR THIS a m o Sheet: �_� Of: DETAIL - UNLE53 NOTED OTHERWISE WI TYPICAL WALL SECTION - 8" CMU 3/4"=1• N r n WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-o CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. TYPICAL FRAMING DETAILS r, L ' STRUCTURAL / 1 \�` SHEATHING CUP EACH TRUSS ' SEE ROOF PLAN FOR TYP FRAME OUT TO BLOCK EDGE y� EXTERIOR SHEATHING �+ ATTACHED PER NAILING o SCHEDULE T813 ON a a SHEET6 STUD ANCHORING: R-191NSULATION AT EXTERIOR STUD TO TOP PLATE:SIMPSON SP4 WOOD FRAME WALL PER FBC Y - AND ENERGY FORM SUBMITTED o WITH PERMIT APPLICATION 2 X 4 SPF o (WHEN EXTERIOR WALL IS AT 16" O.C. N EXPOSED TO INTERIOR SPACE) £ 2 X 4 P.T. STUD TO BOT PLATE: , SIMPSON SP4 , N LINTEL '� • ,^ �� • 1/2" X 8" ` NOTE: HOLD FRAMING 1/2•' ANCHOR BOLT BACK FROM FACE OF BLOCK FOR @ 32" O.C. R SHEA NG TO BE FLUSH o ``�0 ORgF rOrr WITH BLOCK FACE 8" CMU WALL i � PQ? . �S E • lbb Q r E J; 0 E I. 0: ,. WF21 KNEEWALL @ ENTRY FRONT WALL 3/a"=r-o" m *'. * 0- ��C' /j T ) i A • , g io iQt. F pi .- PROVIDE 2x4ONT0 g 'rs •••L• ••° ..` OF 2x8 TO BLOCK OUT 2 ROWS 12d @ a rr°Yr ;!Q` Spi TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 c (2)12d NAILS O.C. TOP PLATE d STRUCTURAL SHEATHING (SOLID BLOCK w/ 2x6) 4 :� 51 7/16" MIN. NAILED W/ 8d 9"4s/ a m COMMONS @ 3" O.C. @ 2x4 STUD ` EDGE & 6" O.C. FIELD RUN PER PLAN ` ~ FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE OUBLE 2x8 2 BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS $' TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE s SEE FOR STANDARD \ i SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD ` GABLE END �` I �l (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING }� I�` TOP PLATE WZ 8d 21 2" x 0.131 NAILS (SIM. w/ 2x6 » Z ` I `� *NOT REQ'D. WHEN QT SYSTEM IS APPLIED 2x4 w/ 2 ROWS OF 1O : ae „ Icc STUDS) 5 g � rd/('; W 0 CN \ ` 12d NAILS @ 3" O.C. WOOD FOR SIZE ZEE I" -/ HUC210N HUC410 OR (2) @ F 1 I ; TOP PLATE TRANSITION ',I TO BUILT-UP COLUMN €Hu z N� 0 PIPE TR DUCT w/ UBLE 12d SUPPORT COLUMN BUILT-UP MIN. a P ° 3 s low m a + +I ,�, PENETRATION THRU TOP SPLICE . e „ H m ei ®N M w 116d + +I y TOP PLATE w/ MORE (3) 2x4's OR 4x4 W/ (2}lOd " g - Q "gg" ui 2 ROWS 12d 5ggLL? a - o THAN 50% OF TOP NAILS @ 8" O,C, EACH PLY y 2X TOPLATE WIDTH INSTALL I I E _ . q 3 @3"O.C. (SHOWN AS4x4) i .e Zt�ry a GABLE J SIMPSON PSPN516Z , (2) SIMPSON HETA20's Y 8`. » w I W,X,a, 3 a 0 NAILS J W/ (12) 16d NAILS TYP. �OM7 ; ;, ;� w/(12)-16d EA. TO COL. T ' q o W ��I, m °D co ± +--- —+_+ F TOP &BOTT. TYPICAL BLOCK ' () 2 ° § � • " o N .'i '+y ALT: 2 MSTAM36 STRAPS Z `"'„ ¢ a I NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS BOTTOM SPLICE WALL 4 y CENTERED w/ (13)-lOd NAILS o 8 9 2 0 % o Ln + + asssxaz. + TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD ``` Ed TO COL. w °. �� ';., -„'a W 0 �, J 2X4 STUDS @ 24" O.C. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ TIE BEAM v s - ° wWw.FDSENG.coM ❑ ❑ ❑ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SINGLE BASE & TOP'0 1O O TOP PLATE W/ 8d 2 1/2" x 0.131 NAILS ///�� 1 PLATE W/ SHEATHING PLYWOOD HEATHNGLYWOOD * NOT REQ'D. WHEN QT SYSTEM IS APPLIED m z 0 0 COVERING NOTE: Z 0 S PLATE LENGTHS MUST BE S ` C LEAST 8'-0" LONG. TYPICAL GE15 FALSE BEAM AT GABLE END N.T.s. [WF1K:TOP PLATE SPLICE DETAIL 3/4"=1'-O" CDO4 BEAM @ RAISED ENTRY MASONRY WALL N.T. z (Dm 2x8 SYP #2 E �� o TOP BOTTOM; n QUA ATTACHED HED W o (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O-C. RIPPED r m .0 G La nip 1" 1 BOX HEADER DETAIL a ID o m 1eCm * CRIPPLES MAY/MAY NOT BE PRESENT. QIFONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION 6 ADAMS HOMES (1) JACK USED AT EA. SIDE Q EACH SIDE OF 2X BLK'G. TO u OPENING G.C. TO W W/ 2 8d 2 -8d INSTALL (3) TITEN HD. EA. END 12) 2 z 4 LAMINATIONS W/(1) (3) 2 X 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) 5/8" x 8" EQUALY SPACED ROW OF STAGGERED 10d COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS ROWS OF STAGGERED lad COMMON WIRE NAILS PER SIDE INTO CMU AT (D = 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D I0.162",LF3d/2°)OREQUAL (ONE I NTO EACHUT OUTSIDE FACE) (D=0.162",L=3-1/2")OREQUAL JACK TO HEADER, NO BASE EDGE VIEW HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 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) 10'-0" - 16' 3 4 Al HEADERANCHOR 12 NAILED TO TOP PLATES, HEADER & JACK SEE ELEV. (TYP) = FLORIDA CONTRACTORS LICENSE NO. CRC1330146 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C �� w 9 3000 GULFBREEZE PARKWAY HEADER SIZE NO. & SIZE OF & GRADE ENDS UPLIFT CONNECTOR (SEE SCHEDULE)'* a GULFBREEZE, FLORIDA 32563 EACH `''0M P" SEE PLAN FOR BEAM SIZE (2) LSTA 30 DIVISION LOCATION: DOUBLE 2"x4" TOP PLATE ST. LiJCIE (; V NDTFc• CONNECTOR REQUIRED B�C PORT ST. LUCIE 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" LAG y OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) (3)16d "x4"STUDS 016'0/C 2) ALL NAILS PENETRATE AT (FAST 3/4' OF 4) REFER TO NOS SECTION 16.3 FOR P4 AT SEE PLAN 2X CRIPPLES @ 16" O.C. SEE SCHEDULE Job Information: THE THICKNESS OFTHE LAST LAMINATION, ADDMONAL INFO. COMMON NAILS(TYP) FOR WLL ; 24" O.C. W/ SIMPSON SP2 TYP. CRICKET AS REQUIRED 'm WF37 TYPICAL COLUMNS DETAILS N.T.S. HGT. TOP AND BOTTOM 2-ROWS 12d NAILS a _ _._ STAGGERED @ FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS Z REINFORCEMENT REQUIRED) F.F. OVERHANG ; ,: 77 _ ; ,: CMU FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" %7 ADER PER LOCATION---*, 01 �..// /Re��i/�%1%/ / .p��I'lll I ,. hF�+ .•. , ;�I ! • • • ! BOX HEADER EACH • 12" O/C EACH <N * WHEN STUD LENGTH FACE OR 3-ROWS M IS LESS THAN 12" USE 12d NAILS STAGGERED 3 ur 1••� 1..� LSTA30 STRAPS AT EACH , @ 12" 0/C FOR 2 x 10 SIMPSON. SP2 @ EA. STUD n O y N STUD WRAPPED OVER OR GREATER HEADER APA RATED STRUCTURAL SHEATHING TOP PLATE &NAILED MIN 7/16" FASTENED TO TRUSSES W/ w TO HEADER EACH SIDE FILL ALL HOLES IN 8d COMMON WIRE NAILS @ 4" O.C. g W LJ STRAP DOUBLE 2 x #2 BOUNDARIES 6" O/C EDGES & 8" ,° Z 2 L S.Y.P. HEADER W/ O.C. FIELD a.Uj a Lo it 1/2" FLITCH PLATE R-19 INSULATION AT EXTERIOR Lo m M 10d NAILS @ HEADER. (U.N.O.) WOOD FRAME WALL PER FBC 0 8" O/C TYP. AND ENERGY FORM SUBMITTED > S LD ` DOUBLE 2 x 4 FILLING AND BLOCKING AS REQUIRED FASTENED TO Q WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS _ _ _ c CV _ O 4. _ CRIPPLE STUD HEADER W/(2) ROWS OF 12d 16" 0/C UNLESS EXPOSED TO INTERIOR SPACE) r O J LU � SO TYPICAL (U.N.O.) @ NOTED OTHERWISE SIMPSON SP1 @ EA. STUD 0 J m LO u- Model Name / Number: 2"x P.T. PLATE —MAIN SPAN ROOF TRUSS 2 x 4 STUDS TYP. 1/2" X 8" "J" BOLT SIMPSON H174 W 18 ( ) @ 24" 0 / C MAX - - 2117 �CMU 16d NAILS &A 5/8" 8" x 8" x 16" K.O. UPLIFT CONNECTOR (SEE SCHEDULE) Y m Date: I EXPANSION ANCHOR Plan Issue W/ 6" EMBEDMENT U.N.O. BLOCK W/ 1 #5 CONT. OPF il; OR 8 1/2" AT GARAGE v Tuesday, September 29, 2020 IN G STEP DOWN CMU WALL VI KA PROJECT NUMBER: * *HOLD DOWN CONNECTIONS T REQUIRED BEARING No Qu @ G P.T. BOT. PLATE 20-6269 Y NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. WALL5 WITHOUT UPLIFT WINDOW OR DOOR OPN'G o sneer: of: S-3 MS18 RETROFIT WALL OVERHANG DETAIL N.Ts. WF39 TRANSOM DETAIL AT ENTRY 1/2"=r-o" WF09 WALL HEADER DETAIL N.T.S. WF42 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" - a TYPICAL WALL DETAILS - *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN TO BE LESS THAN 12". ATTACH 2x OLTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR OR EQUAL TO 45° ,"� O.H.UNDER SPACE OUTLOOKER BLOCKS 0 24" O.C. NO STRAPS REQUIRED. - MINIMUM 2"x4" -" - Sd NAILS @ 4" O.C. WALLSHEANO SEE TB13 CROSS BRACING , �. 2X4 SYP BLOCKING FOR SPECIFICATIONS (SEE PLAN FOR - ' r.x4 BETWEEN TRUSSES @ 48" O.C."BLOCKING OCMAX. FASTEN TO EA. SYP I BRACE FOR LOCATION) " TRUSS w/ &12d NAILS EA. GABLES 3'-0" TO 5'-11" TALL. END 90 SYP L BRACE FOR 2x4 SYP CROSS BRACE7 GABLES 6'-0" AND TALLER. ",. APPROX. 8" FROM RIDGE THEN 48" O.C. AFTER. NAIL w/ ATTACH LBRACE w/ " 0 C ATRUSS y - 3-12d @ EACH FEND & @ ID GABLE ' (NOT REQ WHEN GABLELE. IS FASTEN (1 SIMPSON HGA10 12" LONG 2x4 #2 SYP BLOCK AT 4'-1" OR SHORTER) ) ' CONT 2x4 SYP SPANNING (4) RACE CONNECTOR FROM BRACE LOCATION. FASTEN TO TRUSS NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. w (3) 12d w/ 3-12d TO CHORD (MIN BLOCK/PLATE NAIL GABLE TRUSS $ PER JOINT ' 1ST 4 BAYS) f� TO TOP PLATE w/ , '- 16d NAILS @ 4" O.C. CONTINUOUS LATERAL BRACING .� 4 BAYS 'T. PLATE 1/2"x8" ANCHOR BOLT o _ NAIL OVER X-BRACE AS SHOWN- AT 48" O.C. MIN. o INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP MASONRY WALL @ w/ (3) 12d @ EACH TRUSS WEB m NAIL TOP OF "T" TO GABLE I ROOF SHEATHING, SEE', TRUSS w/ 2-12d AND 1 T013 FOR ATTACHMENT OVER OVER JACK TRUSSES, SEE TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. SIMPSON H8 W/ Lo-iOdx11/2" NAILS PLA" FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"xl 1/2„ o fi `O 111111TI ``�. P0\, •FS �� SDS WOOD SCREWS GABLE NAIL TOP OF "T„ 2x4 BLOCKING w/ 2-12d TOENAILS ; '•• Q G� .� PROVIDE 2X4 MIN. BLOCKING AT TYP. END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d .. : • ' A " v •• CENTER LINE OF HIP/RIDGE, FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ m m ] J o �+3 �� N BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS E = —� NAILS EACH END TO TRUSS TOP CHORD @ WOOD FRAMED WALL @ DUTCH GABLE A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAPTRUSS BRACING , GEO1 GABLE END BRACING N.Ts. °OoF�Si 10�� % m WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP II wyT�, 4L IILTI� �- TRUCTURAL PACE G.T. SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 N ''.. TOP CHORD WHEN REQ'D NAIL TO TOP CHORD w TO PREVENT SHEATHING ACK - - - - - OF HIPPED TRUSS W/ o H SPAN FROM EXCEEDING RUSSE Hip 12d NAILS @ 6" O.C. 2 MAX 24" SPAN (EITHER G.T m SIDE OR BOTH IF REQ'D) c T N (2) 12D NAILS MINIMUM (3) 12d E ROOF SHEATHING AT 12" O.C. MAX PER JOINT MINIMUM 2"X4" SPF OR SYP TRUSS BRACING SEE SPACED AT 10'-0" MAX 5 T�nF W N PLAN r Lo .a 2X4 BLOCKING w 8 �'� --91 n a` w : BETWEEN TRUSSES HIP TRUSS ro N€ a m B g 4 c LL? W ui SECT. A A LLI �� s"a OJ5� N oS 2=CV Z TB03 HIP / RIDGE BLOCKING DETAIL N.T :S. TBO4 TRUSS BRACING OVERLAP DETAIL TYP ( ) N.r.s. W� V 0 O O m fry Wta� 0] m 8�g >, .b o� II Bel z a O � � ° ° b WVWI.fDSENG.COM ❑ ❑ ❑ � Lo Z N TRUSS NOTES: 3 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO AN51/1P1-2014 D. W (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 a+ c r Z N IN WOOD TRUSS CONSTRUCTON. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED U m TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY w � CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONEAREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. �y g '.¢}l��• 2. ALL BRACING (08,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL E LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3.12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT u W C tri7G ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. S. PROVIDE TRUSS BLOCKING AT ALLTRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS U N E SHEATHING 0 Ti '• 3 TO 4 TRUSS x4 AS SHOWN ' C G0! NATE TRUSS SPACES DIREALTCTION _ Q N o w /q 11cm DAMS HOMES RUS a` VERTICAL SCAB 2X6 #2 SPF 49" D.C. SEE (2)-1 NAILS c m __ W/ (4) 12tl TOP &BOTTOM OR H5 TRUSS OR HCLR/LL IN PLACE OF (4i SOD SEC ION 70 E TRUSS T > m FLORIDA CONTRACTORS LICENSE N0. CRC1330146 REQUIRED @ RAFTERS GREATER THAN &0" B-B 3000 GULFBREEZE PARKWAY SEEPIAN DOUBLE SEE STRUCTURAL NOTES AND NAILING m GULFBREEZE, FLORIDA 32563 OUBLETOP PLATE TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: PRE-ENG. TRUSS SECTION B-B VARIES w ROOF 2><sT1 WALL SEE PLAN SLOPE /• • PORT ST. LUCIE Job Information: CONV. FRAMED RIDGE \ - / \ / / %.,. MAYBE NAILED w/ MIN. VERTICAL SCAB 2X6 42 \ 2X4 SPF BLOCKING \ / M 4) Szd WHEN IT urvos HEN IT L SPF 48" O.C. W/ (4) 12d \ BETWEEN TRUSSES =° NEXT TO TRUSS 2z8 "'KING. NAllEO ®EACH TOP & BOTTOM OR H5 OR \ \ @ 48" D.C. MAX. / 4 SIDE w/ (3)12d NAILS WHEN HCLR/LL iN PLACE OF (4) 12d \ \ / / Ci 8 REQUIRED w/ (2) M7S12'S REQUIRED ® RAFTERS GREATER \ \ / N \ 2x4 SPF BRACE / \ @ 48" O.C. - NAIL w/(4) j COLLAR TIE \ \ 12d AT EACH END & `A EVERY 3M SHEATHIN RAFTER \ \ ALTERNATE DIRECTION O a) \ \ W \ N 2%4 BLOCKING BETWEEN CB BEVEL CUTB ` a W TRUSSES W/ (2) 12d NAILS (OPnONAL) o j r ® EACH END. CONi. EACH BAY TB / / TRUSSES 0) B 2X4 SPF W/ (2) #T%31/2" D6 WOOD SCREW TRUSS / / SEE PLAN -o ALTERNATING OR H5 0 48 BLOCKING / / M PRE-ENG. TRUSS \ / / > O d- O � N C V STRUCTURAL SHEATHING CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED ARIAS TYP. (n d) 00 SEE PLAN FOR CONNECTION SIMPSON A34 OR O L+ B 2X4 P.T. BLOCKING BETWEEN DIAGONAL W001) 2X8428YP RIDGE BEAM 2u 0" ON CENTER \ \ \ \ / / / / In w O W TRUSSES W/(2}12d NAILS AT 8'-0" TRUSS \ /\ / 2X4 SPF BLOCKING EACH END MAX •)E•jE 2xe RAFTERS ®2'-o^o.G. BETWEEN TRUSSES Y v w N Model Name /Number: MAX. w/ IS) 12d COMMON TOENAILS TO RIDGE BEAM @ 24" O.C. MAX.w/ / \ WALL BELOWSPAIN$ 2X4 RAFTERS FO(SEE \ (3)12d EA. END (TYP.) / •\ ` 2117 PLANS FOR TYPE) 4 Fr @ 2'O O.CRMAX W / as 100AN SEE PLAN m CONC. MASONRY 2%4 CONT. AT STEEL OR OD COMMON TOE NAILS TO FUDGE BEAM WO i° Plan Issue Date: i & B CHORD BEARING SUPPORT Tuesday, September 29, 2020 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING^ INFORMATION mor 20-6269 Y 2x4 S.Y.P. @ 16" O.C. s oSA Sheet: Of: N TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N.r.s. Q ROOF FRAMING 0 AND BRACING DETAILS M 6" 13 E THERMA-TRU INSTALLATION \\\\\\ KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Preldr0ling Increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. A11 A. FS SPA EVE 6" 6" 6" SINGLE DOOR 31, SPA EVE Cal SINGLE DOOR W SIDELITE rn 611 3" O_ 10 3" 3„ 3hh 3" W Ill Ill I i„ 3" � 3„[6;' " 6„ DOUBLE DOOR W/ SIDELITES >" 6„ SPACE EVENLY Be 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. G? TOP OF SLAB 00 v ° V vl O G I oT _Z 16" MIN. DIAMETER CONCRETE FOOTING 3" SPACE EVENLY N I PA" Pve& • 8' 8" 8" 8' 8" • 6EALANTL NAIL SHINGLES W/ 11 OR L2 GAUGE ROOFING NAILS, 3/8" MIN HEADS.6 PER SHINGLE. P Os`A 2w tde� O 5 6'Y`D"osaa AXi`�Lyse 3(d °pO1so OoGle" C 5 , Rake S¢ M�Meel P.2 , DDnn 75I" -00 to use In Extend the sNngles over thereks and eaves about 1/2" H d1 p edge N used, or about 3/4" If Go drip edge is used. Vaney, Dersarine SHALE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY RTICAL WALL ENTRY TEXTURED, PAINTED EXTER. WALL FINISH 0' x 6" H GALV. FLASHING CONT— MASTER STOR— ROOF— SHINGLES 6" X e" H GALV. FIASHI NO CONT.1 ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM Ore" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL FLASHING DETAILS �/ 6" HOME NOTE: THIS DETAIL IS REQUIRED FASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET J KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF WIDOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATIONOFWINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS '•' 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE WIDOW FRAME INTO MASONRY \ JAMB MIN. 4" FROM END AND MIN. 161, 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 11/2° MIN. eWEDmMENT 2X WOOD FRAME rB,WGOI? SGREUJ BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN ASHEATHIM EXTERIOR 31V MIN. E FINISH DISTANCE BY OTHERS PERIMAULK 1/4"MAX. BY OTHERS SHIM SPACE O.A. WINDOW` HEIGHT EX-MRIOP, INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N,T,S 3905.'3.G5 DRIP EDGE. 'HUVIUE GRIP EDGE AT EAVES AND GABLES OF SIIINGLE ROOFS. OVERLAP TO BE A MINIMUM DF SIP p6'1. SAVE DRIP EDGES SHALL EXPEND Vie 3ELOW SHEATHING 440 EXTEND BACK ON THE ROOF A MINIMLM OF tin. DRR EDGE AT EAVES SHALL BE PERMITTED TO SE ABTALLED EITHER OVER 03 UI THE UNDEm YME VT IF INSTALLED 9VER THE bNDER1AYMFfVi, THERE SHALL as A MINIMUM 41n WIDTH OF ROOF CEMENT INSTALLED OVER THE UHIP WGE FLPNGE. URIP EDGE SHALL aE MECIIANICALLY FASTENED A MAXIMUM 0 12n ON CENTER. M RS TFE Vesd AS DETERMINED IN AOCORANCE WITH SECTION 11301.2.1.3 IS 110 MPH (177 KWHI OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET UO.M moo), OBIP EDGES SHALL BE MECHANIGMLY FA4TFNFD A MAXIMUM OF 4INCHES ON CENTER Maximum Fastener Spadnq - ^• (Iambs, Head and SIN) - .. . aQeaa MouiWng Fin - Bdedra Rahetf'Wa*s VIB.V of Wall Framing: #2 Sarum/Dlnertir or a EaeAo Rlloule 1Y30%1-112" 5urew wNmum Ponarpaon C loss Section View MNman -J ur same L Step t Measure to be slag the opening Is 3/8-to 1/2• larger than the window arm both vertlmlN and hodraNetY. • You may wish 0 pre -doll the Instillation Roles In the fin at this time. Adampand Me halesM MempLw as "mid Rey2 Apply a generous bead of slllyne to the backYMe of the mourift fin. Use enough scion, to sufficiently fill all VDWs between the fin aM the wall seething. Step 3 teeR the wndow ado the opening iron the wMe. The window, B labeled "InWe" and "adsde, but if these labels have been removed, the 9" bead should always be to she Inside of the building. Step 4 Irstell shims under the SIN, adjusting them urld the uM Is pWmb In the Opening, Shams should be Installed Miller the sit every 2 feet Rep 6. install the remaining f85tMMs In 8" ineremantf from The corner snewsto The G ig of each Thane memhH. Use rare mI to MMI- tighten the spews and PUT them thmugh the NO. Also, make sure the screws go in straight and do not cause the frame to bow. wall framing shard be a mimmeln of #2 SprucefArnift Fastmeus should be Sig scrims of MMW length to achleve 1-3/8" etraton inlothe . a pot no kss sloe l/2^ from edge of ftrI Fastenerquamttes needed In eK h side of tame to achieve 9^ among Rep 8 If desired, a foam Insulation ram be applied to the mmnor gap between the Ain dsw aM wall hamm9. If pdkd, IMfix'st NON EXPANDING TKPEAO*,,?, Stop 9 Since trese whlom arc typically used In rooms with hlgls moisture, IS; batlfopms, it Is remmmmlded that the Incedor gap between the window and wall framing afro be sealed With slkoe and toliocI m as rnt to Interim, with the insfa babon of Failure to follow these procedures will Vold any and all warranties. % tTO r F f0F40i ° •u ;u is .Of . . O GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. I m N DID 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. N N M a m 1111111i•° # xk tk .1 J SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION €€a n $ "° AND CALL OUTS. _g 0Lo � d d w Product Approval Submittal Affidavit Z� 3 Z N� 15 Building Address: Contractor: ��a mom m m Building Permit: x �� 2 o 68 ` o Ln Product Design Manufacture Model # Attachment Approval # a P9 Pressures Method 95I. VwIw.FDSENBCOM ❑ ❑ ❑ Roofing: m ADE N v CDOUNTY APP. IKO Industrues, Ltd Cambrid a AR NAIL SHINGLES W 12 GAUGE ROOFING FL7006.1 R-10 z 0 1st Choice g / _ G, o NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. Z 0 W/ 3/8" MIN PENETRATION THRU SHEATHING ` G U) ROOFING VENTS" M z r U) Morlda Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, ///'''�� `N U m Products Inc. "Off -rid event" FL21580.1 R-1{Q1 W j.' ROOFING UNDERLAYMENT: E T(O TAMKO BUILDING TAMKO NG. 30 UNDEFILAYMENT SHALL BE APPLIED AND 0 UU i13 ^1st Choice PRO UC LLC S ALTSATU A 0 IC ELT ATTACHED IN ACCORDANCE WITH FL12328-R8 Uh 2nd Choice R9o5.1.1N U = 2 £ LL Overhead Garage Doors: �� EOD x Soo 1st Choice +30.0/-30.0 CLOPAY ggW7 2"x6" P.T. WOOD JAMB WITH FL165461 ._'_ U r� o iv o0 53W5 00 (5) 1/2" DIA. x 8" "J" BOLTS Q N d a°o 2nd Choice +30.0/-32.0 CLOPAY 8x7 FL15279.36 Qm 3 Swing Doors: ®' HOMES THERMDAMS A TRU-CORP. GLAZED "a HOMES 1st Choice +67.0/-67.0 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" x 3" FL20461.1 8 F ER SS 0 INSWING TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS —--'—"—' +67.0/-67.0 THERMA TRUCORP. FLUSH AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.19 FLORIDA CONTRACTORS LICENSE N0. CRC1330146 2nd Choice OUTSWING BE ATTACHED WITH 3/1611 X 3" WOOD SCREWS MIN. FROM 4 1'ax 3000 GULFBREEZE PARKWAY TOP &BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. GULFBREEZE, FLORIDA 32563 THEREAFTER. (TYPICAL ALL 4 SIDES) a v Siding: D STEEL ROOFING INSTALITON FASTERNERS ARE GALVANIZE DIVISION LOCATION: 1st Choice +0/-146.3 The Tapco Group 7" Staggered NAILS 11/2" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS FL20403.17 v PORT ST. LUCI E Shakes AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL 2nd ChoiceN.A. N.A. SHALL BE BEYOND WALL DRESSING N.A. .9 Job Information: Win w • $540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON a 1st Choice +40/-50 MI WINDOWS Single Hung (fin) ANCHOR WITH MIN. 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL FL 17676.1 R9 Ci 3540 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS tN _ +40/-50 MI WINDOWS Single Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FL 17676.8 R9 FOR SUFFIINSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF 3540 SERIES ENT LENGTH TO ACHIEVE 1M FL18644 %" INCH MINIMUM EMBEDMENT m +50.0/-50.0 MI WINDOWS picture window .3 R3 Go IN WOOD SUBSTRATE O CD Mullions:as m N M-1926 Vertlgel POR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE q D.1 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WTH SUFFICIENT LENGTH TO ACHIEVE A 114 18504.1 LL 7 ; O W1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM L EDGE DISTANCE LFL 15804.2 cLLJ q3 119117 FIR m () Fixed Glass' 2 > O a 1st Choice • +50.0/-50.0 US LOCK 825 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 m AT . • �y•� � a) WIN S WITH MIN. 11k" EMBED. TO ALL FACTORY DESIGNATIONS J 0- 2nd Choice WITH ALL HOLES NOT DESIGNATED POR TAPCON SHOULD To O J W BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH, TO PROVIDE t To 3rd Choice 5/8" MIN. EMBED. INTO WOOD BUCK. LO Soffit: Model Name / Number: 1st Choice 1 +55.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" O.C. IN FL16503.4 R-3 F VINYL I 01RECTJON OF SOFFIT LENGTH 2117 Hurricane Panels: .5 Plan Issue Date: 24" Ga. 0 46 PSF EXT/ HURRICANE STORM Galvanized DIRECT MOUNT. TOP 1/4"-20 MALE f'ANELMATE W/ FL16293.1 1st Choice PANEL MF( INC.steelWINGNUTS AT 12Y2" O.C. BOTTOM 1/4"-20 SIDEWALK Tuesday, September 29, 2020 46 PSF INT. Panels BOLT w/ POWERS CALKAN V KA PROJECT NUMBER: I have reviewed the above components of cladding and have approved their 20-6269 use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 m Sheet: of: Name: TODD M. BORN Certification Number: FI. # 82126 m S_5 Name: Luis Pablo Torres Certification Number: A. # 87864 MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING WEATHER I RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive barrier above header tc allowfor flashing installation 2. Self -adhered flashing plus head flashing under weather FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. - EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. 6 WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 2 SELF -ADHERED FLASHING Scale: NTs FLANGED WINDOW 1WP01 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY i--�` SELF -A•'• ---- FLASHI DO NOT. BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK PROTECTOR SINGLE JOIST SELF -ADHERED FLASHING \H0.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING - WINDOW UNIT .-3/4•-1' BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING V4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN / UP JAMB 6". USE LIQUID NAIL BRAND r OR EQUAL WEATHER PROOF CAULKING ✓ SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SELF -ADHERED FLASHING NAILING FLANGE 1 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) IWPO41 SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST O WP07 ERIOR IT. FIN. .DING PAPER PE n : 12.0 in cm : 30.5 cm) E LATH -DING PAPER F-ADHERED FLASHING 1DOW UNIT 3 WP10 SELF-ADHERI U SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL RIM JOIST 2 WP02 INSTALL SELF•ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WPOI) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 2 WP05 1 SELF -ADHERED FLASHING PATCH 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. A water -resistive harder Is described as a material behind an exterior wall covering that is intended to resist liquid water that has penetrated behind the exterior SLOPE covering from further Intruding into the exterior wall assembly. An exterior wall covering is described as a material or 0.3 in : 12.0 in SELF -ADHERED FLASHING assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive (0.6 cm: 30.5 cm) barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior Insulation and finish systems, SELF ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt,free from holes and breaks, complying with ASTM D226 EXTERIOR for Type 1 felt of other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such CEMT. FIN: TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches u ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mm). Where joints occur, felt shall be lapped not less than 6Inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the g requirements of the exterior wall envelope as described In Section R703.1. R703.7.3 Water -resistive barriers shall be Installed as required In Section R703.2 and, where applied over wood -based WIRE LATH Detail Instructions sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of v Grade D paper. The individual layers shall be Installed Independently such that each layer provides a separate w Refer to the number marked as ® in each detail that corresponds to the continuous plane and any flashing (installed in accordance with Section R703A) intended to drain to the water -resistive s BUILDING numbered items in the list of instructions below: barrier Is directed between the layers. PAPER 1. Install self -adhered flashing in order as shown by numbers Exception: Where the water-roslstive barrier that Is applied over wood -based sheathing has a water resistance equal to h O3. 2. Install flashing and weather resistive barrier to form water shedding laps Self flashing be for building or greater then that of 60•minuts Grade D paper and Is separated from the stucco by an Intervening, substantially nonwater-absorbing layer or designed drainage space. a -adhered can substituted paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion In a manner to prevent entry, of water Into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes " SELF -ADHERED FLASHING CEMT. FINISH SILO POTSHELF/ CHIMNEY SHOULDER IWPO3 scoring Cuts used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building AAMA 800 ASTM C920 Class 25 Grade NS for 5. Remove all release paper per Standard installation instructions and wall with a sealant complying with or or greater proper joint adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 714. The flashing shall extend to the w y RUBBERIZED RUBBERIZED ASPHALT Minimum) surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: ASPHALT ADHESIVE 6. Fold as shown by arrows ADHESIVE 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit i. Exterior window and door openings. Flashin at exterior window and door openings shall extend to the surface of the g. 3 SELF -ADHERED FLASHING exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. tight to Comer Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings E SCORED 8. Mechanically fasten as necessary shall be Installed In accordance with one or more of the following: c RELEASE PAPER 1.1 The fenestration menafacturer'S installation and flashing instructions, or for applications not addressed In the m (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where RELEASE PAPER SE flashing instructions or details are not provided, pan flashing shall be Installed at the sill of exterior window and ADHESIVE AS SHOWN)seowNl door openings. Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the B exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall ro MECHANICALLY FASTEN AS Incorporate flashing or protection at the head and sides. c NECESSARY IN CORNERS THROUGH 1.2. In accordance with the flashing design or method of a registered design professional. W 11= SELF -ADHERED FLASHING 1.3. In accordance with other approved methods. v 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA400. a 2 a 2. At the Intersection of chimneys or other masonry construction with Name or stucco walla, with projecting Zips on both d 5 sides under stucco copings, .8 4 3. Under and at the ends of masonry, wood or metal copings and sills. s 6 E 4. Continuously above all projecting wood trim. � 71m 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof Intersections. SELF -ADHERED FLASHING INSIDE CORNER W POO 7. At bufltdn gutters. IHERED FLASHING ` a 1 2' 4 5 WP 0 8 APPLYA ACCORDAnNFLASHINGUID AT ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS, BEFORE W P09 INSTALLATION OF THE BUCK/RECEPTOR. 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. 3 WP11 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER O WP12 Cement Plaster in accordance with ASTMC926 over wood 2nd floor •-r...� tom. Cement Plaster over block 1st 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 7/8" 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 3-1/2" Unperforated nge 718" Weep Screed 1/2" Cementitious 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 •''Y• Flange 1/2" Weep Screed Slab Install bottom edge of weep screed 1" below finish floor OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE \'yturrr ; rrT�' .� a�.-O T O RFS''�i • •�`•n•, CD T No '0'• IZE fie : C 4Z DES 0 t f^ a ,\a OD 5 N sg 0$ Rm E.§ t plan-z cc 6ym_q W - ui N -Sg a rL G:z 9 Q Z V a Q�s 3 o 13 SZ.- i W.9-m ¢ m O gp£ IL ZA mB a 1 g8 tq� du J O N ,. L Q O ° ❑❑❑ in NNM'.R)SENG.COM (9 p O W Z N 10 a -m V./ Ln O ro W 0 - � W a o y u - O .m w �^fi/��s-�j�-) tt%1 = c F m J (U U -cmi E I F 00 `! ' U �a ®a O� a elm QAMS HOME S FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: N�N L.ir. O z W o L`o W cL F* m N f7 a fN 00 U W 00 a• o _J UJ o to- LL m 0 (1) IV I i Model Name / Number: 2117 F'?IVI Plan Issue Date: Tuesday, September 29, 2020 g KA PROJECT NUMBER: 20-6269 r m Sheet: W P Of: N WATER PROOF a DETAILS 5" bath duct to roof cap w/ standard 7C cfm bath fan 5" bath duct to roof cap w/ standard 70 cfm bath fan —ha t 19. i•nam }i2 ci J8C lit? �!S _I639 I FfE 31S 180 "ELI------- P12 �L I -- 14x1 �F JIb1O:T% rag 3OA BR3 '"i � Sb'S' X 19-5' Mr II ila.J.rxlMbd 412 11'6• r 11'S` CR?1ll=7RA! I! .., ._ SCFSLNiO ' - .. .. ... ..;; 12x6 1wcd 10210 2w Ij 120.1 15 250 I� i12V 18'S- ; ; ; 14x8 1 wcd Ell 190 $ arr I .._ ., 'I L; x rag 14x8, 1 wcd9" :.......;: ......... . .. `R 4 i X --�-- -- --- i-;-- (_ S. CElLJP1R 1..... C/ r� \ —aC2 . Lr II �........:�.: •::..�.:..::.:.:: i L~ i i Orr :: � I?' I _Y_,. G I Qm r ...:.....: 24x18 (bra Sx4 1w- 6rr 5 60 n: n 10x6 1wcd 13' IPvLa s• c e rul li W 8k4 1 wcd 5 -Iri w If8x4 1wc 45 0;JT0 L �! U d2�A 'Jf(TA � M ki -OF R_ _'i _..: " dryer duct roof cap /dryer vent box 2 CAR GARAGE -6 i rL.uun rL^u SCALE: 1/4• -1' 0' ALL ELEVATIONS 14" 12x12 rag 5" bath duct r ::.::. " to roof cap 7 6 YSC x,XO" ': w/ standard 70 12x61wcd 24x18 ra s J�� 65 cfm bath fan 125 Ox6 1wcd 10 ;xu RQQM �!' MYERDINING F F 9' CE1aNG •� II , Y 1 a, CLUNG NG 1 2' A.9P35 :•. Ra 7-! 42X42 A/C SLAB BY BLDR MIN 14x14 a - - '(1) 2' FROM WALL • �� LO'S; l sere- !• uaar cr e 1 5 i i!rr s. s roJri35 10x6 1 wcd 30 - ' hk AA 190 : r t:EF.3ri+3 SEE �r_ 5" 30 -_-__- -`__- ___ -__- CiQ __ r. - 110 6 1 bd ST. 3.0 TON W/5KW @240V 1PH 18x13 plen scale :1/8"=1'0" platform by bldr AREA CALCULATIONS 1 W FLOOR 2115 S.F. TOTAL LiYM 00 211E S.F. (MADE CMOM F3•! W (SASE) CMERM MWIIA►W 4,W. S.F. 45 S.F. TOTAL ARFA LAF" ROOF ?nBa SF. Hose_ H2 LS! FI A 1A AP�/Y 11 NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 v s s 0 U N CZ ,V^\ O v v L- S � n 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.