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HomeMy WebLinkAbout6679 Wagon Trail StA e r 19 0 e v a • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA "AR NO. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 1 PLAN REVIEW 4EJB 99 2807-ELLE99 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 DESIGN CRITERIA: • FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014) •ALL LOCAL AND STATE CODES • OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB T. INTERIOR FINISH — CLASS B IC WIND SPEED — Vult=150 MPH Vasd=116 MPH •EXPOSURE — B •1—STORY RESIDENCE — •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND SPATE CODES .FT. CALC IST F-R. LIVMG 1330 5Q. FT. 2ND FLR. LIVLHG 1493 Sa FT. TOTAL LIVW. 2823 80. FT. GARAGE 454 SQ. FT. PORN 99 5Q. FT. TOTAL 3316 SGI. FT. PATIO 80 SQ. FT. ABBREVIATIONS AN ABOVE LAY. LAVATORY A/C AIR COIGNTIONIIC LIlm. UUYDIOIUS AIR. ADJUSTABLE R.C. MLEDICIE CABINET ALT. ALTERNATE MPIL MANUFACTUM AMP. AMPERAGE ION. MINIMUM BD. BOARD im. MOUNTED CL CENTER LIE Mn METAL CAB, cow N.TS. NOT TO SCALE CLG. C®ANG O.C. ON CENTER QB cum PL PROPERTY LINE CONc. CONCRBIR PB. PUSH BUTTON (PT. CARPET PH, PHONE C.T. CERAIOC THE PLT. PLATE D. DRYER PLYWD. PLYWOOD DHL DOUBLE PH. PAM D.G. DUAL GLAM P.T. PRESSURE TREATED DUL DIAMETER R. R67t DDT. Dumas HAD. RADIUS DLSP. DISPOSAL RAG. BMW AM GRUL OF. DEEP IN. REFRIGERATOR DR DOWN RN. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENDC UTL DETAIL SD. SNP ➢RIRLTOR D.W. DISHWASHER SR SINGLE BUNG EA. EACH SIT. SHOT VA. ELE ELVATION SHTBG. SHEATHING SQ.Sun SROWER M. ®IAUST M. SOULAR ErT. EMOR SL SLIDING PA./rE . I = GLASS st. cR. stmDNc GLAB9 P.C. FUEL GAS STD. STAB PIN. TOM SOWS SINAR HALL PIE. FLOOR SECTION FURK FLUORESCENT x SOLIDOORR rR DR. PRERCH DOOR TlDHP. TEMPER® GIM FTC. FOOTING THE. THKK GAL GAUGE T.O.C. TOP or CURB GAR. GARAGE toP. TOP Or PLATE GAR. DI.SP. GARBAGE DUOS& T.o3. TOP OF SLAB GPI. GWUND-FAULT CBLCUT TYP. TYPICAL pp� UA.O. UNLESS NOTED GL. GLass OTHERWISE GYP. M. GYPSUM BOARD vP. VAPOR PROOF HDH.. a CORE'/ WITH HIDR HUM VD. WOOD EMIT. OR BY HEIGHT Wm. WINDOW DMIL DURATION W/H WATER REAM IT. INTERIOR WI. THOUGHT IKON REVISIONS REV. I DATE DESCRIPTION D S�RK letop atYRh . 2 3 40 INDEX OF DRAWINGS SHEET / DESCRIPTION PG CI —COVER PAGE PG GN—GENERAL NOTES PG i —FOUNDATION PLAN PG IA —DOWEL PLAN PG 1B—LINTEL SCHEDULE PG 1B.1-12ML LOADS PG 2 —FIRST FLOOR PLAN PG 3 —SECOND FLOOR PLAN PG 4D—ELEVATION 'D' PG 5D—ELEVATION "D' PG 6—FRAMING PLAN ELEVATION V PG 7D—ROOF FRAMING PLAN ELEVATION "D" PG 7.1—CONNECTOR SCHEDULE PG 8— FIRST FLOOR ELECTRICAL PLAN PG 9— SECOND FLOOR ELECTRICAL PLAN PG 10—FIRST FIAOR MECHANICAL PLAN PG 11—SECOND FLOOR MECHANICAL PLAN PG DI —FOUNDATION DETAILS/SECTIONS PG D2—MISC. DETAILS PG D3-1—STORY WALL SECTIONS k NOTES PG D4-2—STORY WALL SECTIONS PG D5—MISC. DETAILS PG D6—PRODUCT APPROVAL LISTING PG WAI—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WAIL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WAIL ASSEMBLY DETAILS Groin AS N. RONALD REAGAN BLVD. LONGWOOD. FL 32750 PH: 407-77443078 FAX 407-774-4078 www abdeslgngrouU.00m AA /: 0003325 v i w 0 a y 4 L UR DIIV. & 1tA1 SILVERADO LOT 40 BLK 6 P1ItOJAIND" 04128.000— 04061 bmixz4EJB "2807—ELLE" OAItAO! >LInIIIfO: RIGHT PA01@ COVER PAGE 150 MPH EXP. B 10/18/17 BCAIJb 1/4"=1'-0" ■ Nomw C1 28'-3' 30'-2' e - 8p 1 GONG, u SLAB m � 131 DI I 4• CONC., REINF. W/ W 1. 0'-0' ELEV. I TYP. W1AXWIA WWM ON 6-MIL POLY- FIN. CONC.*ELSLAB 1 ETHYLENE VAPOR RETARDER/ ■ 1 m ON WELL -COMPACTED CLEAN 11■\ j 1 FILL TERMITE TREATMENT SHALL 1 ` 30'X30'Xi2' ;q BE BONA, -CARE 1 CONC. PAD �, I W/ Elll. ON CHAIRS MIN. �� 30'X30'X12' CONC. PAD m! ■ I 3' COVER CHAIRS BARS EMIN. 3'COOMR I ■ 13 DI MF 1 t� I5 10' 23-10' I` �• — — — — ---- e Ir ♦ m LJ ■L= III----—----- mi Fj L _A\ s_ 1-1 -9 I I I 1 B Illl��--i�M-r--ii �j �" DI D `t \\ ` I ._10. 2'- 2' I 9 4 2._6. 3 0 4 2 I OFT.I mB I I _ TO 2UP ND II \ i tl L FJ DI 1 I SLAv, LAv DI I II 36'x60' e I' PVC CHASE 1 1 — — — — —fLR —(�y)— Ilf/ �'\ a P _ FOR ELEC. TO 3Y L� ==�J ■ ISLAND I I 1 CONC. EXTEND �\ 51/2, �1I 1 I I D1 n� SLAB 11/21�� _ w-r/ ■ HB.SLAB I_ J I 4, P"� v CHASE ._0. 20 -0" �� 3'-0 ■ I — BOLLARD / -L AS REC. PER I \\\���I ■ ICONDI `Q BLDG. CODE FIN. GONC. SLAB ID 66 I 24'X24'XI2' COIVG. — L PAD W/3-5 BARS D1 — EXTEND EJU. ON CHAIRS j rx MIN. 3' COVER IL ■ ■ I 5LA6 1 1/2, J1 4' 1 y-3 I/2' 24'M4'X12' CONC. U Q I SLAB low —I !Y~} PAD W/3-'5 BARS ■ q - I EJU. ON CHAIRS 1, 3-4- 2-2' MIN. 3' COVER 0 ■■ I SLOPE 1/0' PR FOOT —— —L — -i ■ r I DI II ■ v ■■■ _ I q 4 I 1 I DI DI p v 12'-4' 6 _g - I -1 IR O ;n 24'X24•XI2' CONC. PAD 1 W/3-5 BARS E.W. ON L J CHAIRS MIN. 3' COVER ., (3 TYP.) ■ ■ ■ i i ■ ■ ■ I. 2'_q• I_ 16 -0 2 -4* _.. 19_ 0 _ 20 -8' i FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH 917E PLAN - FLOOR ELEVATIONS AT RECUIRED EGRESS DOOR SHALL MEET PROVISION OF SECTION R3113J OF THE FISCR STH EDITION (2014) B ro 2' VTR I 2-y I WASHERI 2'— PLUMBING RISER DIAGRAM A R C N I T R C T i 6 n I.�� PH: 407-7746078 FAX: 407-7744078 www.abdeslgnl p.coln AA t. 0003328 y 0 a O J e FB ac 1.ar.RADO 40 LOT 6 PROJAIM" 04128.000-04061 IWn 4EJB "2807—ELLE" OA;RAas DMIN is RIGHT PAGE FOUNDATION PLAN 150 MPH EXP. B ROFFL SECURE STRAP TOUNIT W/ (2) -Sxl 1/4 A/C SHT MTL SCREWSUNIT SIMPSON WB ROLLSTRAP OR ECUAL SECURE STRAP TO CONC. CONC. W/ (2)-3A6'X2' AR NO 93723 SLAB TAP -CONS A/C CONNECTION " 10/1e/17 TO PAD DETAIL 8CAZM 1/4 1'-0•' RlicluT NOTE: MAIN COND. DRAIN 3/4' DIA OVER HEAD • 12' FROM STRJCTUIM 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BULDING CODE. RESIDENTIAL (FBM 5TH EDITI011 RDA) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A FLOOR LIVE LOADS R301 S IPSF) I. SLEEPING ROOMS 30 II. ATTICS W/ STORAGE 20 f III. ATTICS WIOUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 A. STAIRS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 15 (PSF) C. ROOF LIVE LOADS R301 A I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY PATH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSFl I. FIBERGLASS SHINGLES 17 (TCDL 7 8 BCDL 10) II. CONCRETE TILES 25 (TCDL 15 8 BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED VULT-150 MPK VASD=116 MPH 11. EXPOSURE CATEGORY B III. WIND DIRECTIONALTI' FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS :0.18 V. RISK CATEGORY II F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FIXED. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING THE CONTRACTOR SHALL SOLELY BEM THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM TIE ARCHITECTIENGINEER. - 1 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. - 1 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24INCHES PER FBCR310.1.2 12 THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20INC14ES PER FBCR310.1.3. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR ISO MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-38INCHES THICK, OR 20MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R3025.1 OF FBCR (2014). 3. PER FBCR 5TH EDITION (2014) R3025.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SWUl BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN RIGID NONMETALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE 4. PER FBCR 5TH EDITION (2014) R302.6 8 TABLE R3026: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOORCEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ' ALSO BE PROTECTED BY NOT LESS THAN %%NCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SHE WORK NOTED HEREIRSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. I 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THANIA THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 0- 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPUCABLEI 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0' BEYOND NEW FOOTING LINE. % THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12 SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318.11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R4022 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE W. 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFI WNG AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED W. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED PATH ADHESIVE TAPE. S. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH PROVISIONS OF TMS 402 / ACI 5301 ASCE 5. 2 CONCRETE MASONRY UNITS SHALL BE GRADE'N' TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90.1lb, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Rn =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-08Z STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN % INCH AND NOT MORE THAN Y INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 FOR MORTAR JOINT THICKNESS TOlFRAN(FS_ 6. GROUT SHALL BE IN ACCORDANCE PATH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION RW9.1.2 OF THE FBCR 5TH EDITION (2014). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE HORIZONTAL JOINT REINFORCEMENT S TO BE INSTALLED IN THE BED JOINTS SPACED AT 16' ON CENTER REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REIFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (LINO). 3. WELDED WARE FABRIC SHALL BE 6' X 6- W 1.4 X WI A AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 1 T. LOCATE WWF 2' FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.24 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25'. 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25' WHEREVER POSSIBLE 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3' B. CONCRETE EXPOSED TO EARTH OR WEATHER I. A, W31 OR D31 AND SMALLER 7 C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER D. BEAMS, COLUMNS: L PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS I 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN A AMERICAN INSTITUTE OF TILER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I.NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) I. ENGINEERED WOOD CONSTRUCTION GLIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN) MACHINE GRADED LUMBER UNO. Fb =1,100 PSI Fv =175 PSI E=1,400,0D0 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED T0; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE), 4. ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, STH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 7 SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT PATH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHIM CONFORM TO SECTION R60223 8 R80211 OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OS8 EXPOSURE-1 OR 117 COX PLYWOOD SHEATHING PROVIDE PANEL -CUPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING 9. FOR CEMENTMOUS TILE ROOFS, SHEATHING SWILL BE S8' COX PLYWOOD. UT COX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CUPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING, 10. FLOOR SHEATHING SHALL BE APA RATED''/4' SUBFLOOR T 8 G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-W SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 117 COX PLYWOOD SHEATHING. 12 MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 13. PROVIDE SOLID BLOCKING LINDER ALL POINT LOADS AND COLUMNS PATH h STRUCTURAL LUMBER SYP #2 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTOL 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982 16, PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSON' STRONG -TIE BY SIMPSON CO., OR EQUAL. L1N6ESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12 OF THE FBCR 5TH EDITION (2014). PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) PATH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %- PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH PATH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING 8 NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR STH EDITION (2014). EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE i. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 3/s' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/7 THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2 STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1la 8 ASTM-C1063-12a. 3. LATH 6 ACCESORIES PER ASTM-C-1063-11A 8 R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 - 11A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014) UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 02M17 Groin 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774,5078 FAX- 407-7744078 www.abAeslgngroup.eom AA t. 0003326 �w 2 h 0 a h w 0 0 x suimm Ic LOT. SILVERADO LOT 40 BLK 6 PAOJRCW 04128.000-04061 MOD=- 4EJB "2807- ELLE" GAT AOR 6 WDM: RIGHT PAGl3: GENERAL NOTES 150 MPH EXP. B m DP A?M 10/18/17 sCAX.M 1/4"=1'-0" sllmwr N. GN 10 ■ -CONT. VERTICAL DOUJEL TO LINTEL COURSE DOWEL PLAN A N C N IT E C T 8 Groin 141 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngmup.00m AA F. 0003325 4 y 4 M 0 a y 0 eR G F-summ a. L01`. SILVERADO LOT 40 BLK 6 P1Eosmew 04128.000-04061 molmm 4EJB "2807—ELLS" GAMAas swam: RIGHT PAONB: DOWEL PLAN 150 MPH EXP. B ARCHITECT-' STATE OF FLORDA 1 P TM D10/18/17 SCAM 1/4"=1'-0" S32111wP 1A Ilk f SAFE LOAD T,45LE5 FOR GRAVITY, UPLIFT 4 LATERAL LOADS 6' PRECAST 4 PRESTRESSED U-LINTELS GRAVITY - TYPE LENGTH 8U8 ED-05 8FI2- 16- 0- 4- 8- 32- 8F8-B 8F12-I13 8F16-I1B OF20- 8F24-I5 8F28-115 8F32-I13 2'-10'(34') PRECAST 2302 3166 4413 6039 1526 5004 10412 1193 6 3166 4413 603E 1526 S004 10412 11936 3'-6' (42') PRECAST 2302 3138 3311 4689 6001 1315 8630 SS41 3166 4413 6039 1526 5004 10412 11936 4'-0' (48') PRECAST 202E 2325 2496 3461 4438 5410 6384 1358 2646 4413 6039 1526 S004 10412 Ii936 4'-6' (54') PRECAST 1651 nal M13 2651 3403 4149 4896 5644 2110 4021 6035 1526 9004 10412 5668 5'-4' l64')PREGAST 1184 1223 1301 1809 2311 2826 3336 3846 1665 2889 5051 6096 5400 6424 1450 5'-10Y10') PRECAST 512 1000 1059 1414 lees 2304 2121 3131 145E 2464 4144 5458 4431 52W 6122 6'-6'(l8') PRECAST 931 1255 2101 3263 2146 3358 3911 4585 1255 2101 3396 5260 1134 89% 6890 1'-6' (90')PRECAST lbl 1025 1615 2385 1994 2439 2886 3333 1029 1615' 2610 3839 5556 6613 5041 9'-4' (112') PRECAST 513 632 1049 1469 1210 1482 1154 2021 168 1212 1818 25" 346S 4030 3121 10'-6'(126') PRECAST 456 482 am 1125 S15 1122 1328 1535 658 1025 SW 2001 2114 3130 2404 II'-4' (136') PRECAST 44T 598 935 1365 1854 2-455 1193 2015 598 935 1365 1854 2441 3155 40" 12'-O'(144') F'�GAST 414 545 864 1254 1'85 2014 1510 1818 555 864 1254 16W 2211 2832 35W 13'-4' (I60') PRECAST -462 421 126 1028 1331 1635 1224 1418 485 148 1016 1438 1855 2343 2920 14'-O'1168') PRECAST 338 381 648 919 1190 1462 1081 1260 455 100 1003 1335 1114 2153 2666 PRESTRESSED NR NR NR NR NR NR NR NR 465 165 1310 2045 2610 3185 3165 15'-4'l184') PRESTRESSED NR NR NR NR NR NR NR NR 420 6% 1250 1855 2310 2890 3410 n'-4' (208')FRESTRESSED NR NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'-4'(232') PRESTRESSED NR NR NR NR NR NR NR NR 240 400 150 1090 1400 1120 2030 21'-4' (256')PRESTRESSED N.R. NR NR NR NR NR NR NR 183 330 610 S40 1340 1180 2110 22'-0'(2b4')PRE5TRE55ED NR. NR NR NR NR NR NR NR 16m 300 510 010 1250 1660 M10 24'-0T288')PRESTRESSE NR NR NR NR NR NR 5 240 410 120 1030 1350 1610 MATERIALS 1. f'c precast Iintele = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. f'c grout = 3000 psi w/ maximum 3/8' aggregate. 4. Concrete masonry units (CMU) per ASTM CW w/ minimum net area compressive strength = 1900 psi. 5. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GRbm. 6. Prestressing strand per ASTM A41F, grade 210 low relaxation. 1. 1/32 wire per ASTM A510. 8. Mortar per ASTM C210 type M or S. 8' PRECAST 4 PRESTRESSED U-LINTELS UPL IFT LATERAL LENGTH T 8-1 12-IT 16-IT 0-IT 4-I 28-IT 8F32-IT eu8 eF8 8-2 12-2T I6-2 20-2 24-z 28-2 SF32-2T 2'-10'(34') PRECAST 2121 2818 4101 5332 6569 lei] 9055 2021 212-1 2184 3981 5W 6401 1630 SS51 2021 (42'J PRECAST 2165 2289 3260 4231 5219 6204 1192 1251 1251 2165 2215 3165 4125 509I 6061 1036 4'-0' (48') PRECAST 1610 1989 2832 36W 4532 5381 6245 1536 938 1818 1925 21" 3583 4422 5264 6110 4'-6' (54') PRECAST 1660 n62 2501 3251 4010 4161 SS25 121 1660 n05 2435 3111 3'aM 4658 54" 121 5'-4' (64') PRECAST 1393• 1484 2110 2141 3315 4010 4648 505 505 13W 1431 2050 2610 3293 3920 4549 5'-10'(l0') PRECAST 1212• 1351 M30 2505 3084 3665 4241 416 418 1212 1315 1815 2441 3010 3583 4151 PRECAST 1141• 1200 1133 2250 2169 32W 3812 101 881 1141 1182 1604 21W 2103 3216 3132 l'-6' C90'JPRECAST 959• 912 1415 1914 2354 2191 3240 65l eW 1029 1466 1901 2351 2191 3245 591 9'-4' C112') PRECAST S01• 612 %0 1269 1560 1852 2144 454 30 001 1% I192 I" ISO 2211 2634 10'-6'(126') PRECAST 116• 498 193 1021 1261 H96 1731 3% 493 116 611 1039 1389 nil 12034 2358 II'-4' (136') PRECAST 666• 439 696 899 1104 1309 1515 363 556 666 535 905 12% 15% 1896 21W 12'-O'(144') PRECAST 601• 400 631 816 1001 I186 1312 340 494 631 4. 818 120E 1514 1199 2086 13'-4' (160') PRECAST 5O0• 340 532 686 841 991 1153 302 398 513 405 682 1004 1361 1631 I891 14'-0'1168') PRECAST aye• 316 493 635 118 922 065 286 360 548 318 629 922 1254 1561 1816 14'-8' (il6') PRESTRESSED 243 2% 45S 551 124 851 990 N.R. 351 243 352 582 852 1156 14SI 1142 15'-4' C184') PRESTRESSED 228 218 430 553 Ell WIP112N_R. 321 228 32S 542 IV 1012 D81 (208'JPRESTRESSED I" 236 361 464 561 610Il'-4' N-R 255 I88 216 449 64S 814 1121 PRESTRESSED 165 201 313 401 490 51819'-4'(232') 204 165 239 383 550 l36 940N.R. 21'-4' (256')PRESTRE5SED 145 186 218 356 433 512 N.R. 112 142 212 336 411 635 WI SW 22'-0'(264')F'RE6TRE55E0 140 180 268 343 41a 493 568 N.R. 161 131 205 322 451 601 111 94l 24'-O'1288')PRESTRESSED 121 165 244 312 1 380 441 515 N.R 135 124 106 290 408 538 680 833 GENERAL NOTES 14MOUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8' PRECAST W/ 2' RECESS DOOR U-LINTELS 4>..�. GRA V I T l' TYPE LENGTH m- e1�u- us e11:F2x- 6- eRF30-0D aa'6-0 effo-E a W15 elate-15 8W22-15 81F26-15 SM30-15 4'-4' (52') PRECAST 1591 3053 2982 3%4 4929 5904 68W u85 1021 3412 4982 6412 1941 9416 10818 4'-6' (54') PRECAST 1351 1449 2182 2114 3600 4481 5315 6264 1102 3412 4982 6412 1941 5416 10818 5'-8' (68') PRECAST 832 1602 1550 2058 2566 3015 3585 185 1153 1 2162 4014 6412 6516 5814 6839 PRECAST 135 115 500 1449 1924 2400 2816 3352 1103 2051 3811 6412 6516 5450 6411 (80')PRECAST 822 901 w'T 2933 2516 3223 3812 4522 901 1611 2 J33 4" 6130 8111 6101 T-6' (W')PRECAST lbl 1311 2252 P88 2451 2544 3439 r. 164 1311 2329 3609 54W be,24 5132 S'-8' (11(o') PRECAST 31I 420 834 1253 1011 1342 1614 1886 535 S28 1491 211E 2618 35% 2615 8' PRECAST W1 2' RECESS DOOR U-LINTELS Cmm UPL IFT LATERAL TYPE LENGTH 91*64n 8F 1041' BM14-R SWO-rr SW22-IT e1�26-R SW30- -2T SWIV-1 OW14-2T SWIS-2T SW22-7 SW2!�.21 01W.1041 4'-4' (52') PRECAST 1244 1513 24i3 3260 4112 4961 5825 932 932 1244 MIS 233E 3110 4000 4850 5696 4'-6' (54') PRECAST 1192 1501 2311 3121 3931 4156 5511 853 1192 1455 2240 3036 3831 4643 5453 853 5'-8' C68') PRECAST 924• 1112 Il% 2423 3055 3689 4325 501 924 1132 n4i 2351 2918 -1603 4230 501 5'-WOO') PRECAST �. 1138 n42 2352 2965 3581 4198 469 896 0% 1690 22W 2891 3491 4106 469 6'-$' (80')PRECAST 1la 802 1513 2042 2513 3101 3642 830 1100 ll8 956 1468 1981 2509 3035 3563 T-6' (W')PRECAST 688 691 1325 1810 2280 2153 3221 110 541 6" 84S 1302 1162 2225 2(.90 3151 9'-8' Nl6') PRECAST 533• 433 808 1123 1413 1104 19W 614 533 521 1 1009 569 1128 1 2088 2450 516 -REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR 5 REBAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR TYPE DESIGNATION Q . 6 .a F FILLED WITH GROUT / U = UNFILLED Q v ? CM.U. QUANTITY OF 5 REBAR AT BOTTOM OF LINTEL CAVITY m Z E I GROUT 8F1ro ut - Z \�4 -18/1T ;p 5 REBAR AT BOTTOM 1I • • OF LINTEL CAVITY NOMINAL WIDTH NOMINAL HEIGHT L QUANTITY OF 5 REBAR AT TOP l_5i8•ACTUAL BOTTOM REINFORCING PROVIDED IN LINTEL 8' NOMINAL WIDTH (VARIES) SAFE LOAD TABLE NOTES I. Provide full mortar head and bed Joints. 2. Shore filled lintels 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 lintels meet or exceed L/360 vertical deflection, except lintels IT-4* and longer with a nominal height of 8' meet or exceed LAW. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel In lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length Is less than 6-112'. Safe loads for all recessed Ilntels based on 8' nominal bearing. 2. N.R. = Not Rated, 3. Safe loads are total superimposed allowable load on the section 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 mason above the precast lintel. Co. One 01 rebar may be substituted for two 05 rebars In 8' lintels only. 1. 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. S. All safe loads in units of pounds per linear foot. A N C N I T! C T Groin 141 N. RONALD REAGAN BLVD. LDNGwooD, FL 327so PH: 407-7748078 FAX 407-7744078 www.ebdesigngroupxom AA F. 0003325 8 y 2 0 c, y c sysDiv ae s o=r SILVERADO LOT 40 BLK 6 PROJECT# 04128.000-04061 MODRLe 4EJB "2807-ELLS" OARAOZ awar0: RIGHT PAOR: LINTEL LOADS 150 MPH EXP. B ARCHTECT- STATE OF RORDA DP M& 10/18/17 SCAIS: 1/4"=1'-0" sl�tOT 1 B.1 I0--0' PATIO 0 OVER14ANG OF ROOF ABOVE (2)3052-SH (2)3052-SH _ I 60G8 BLsD. I EGRESS DINING I l ROOM m 8'-a' CLG. - 1 OWNER'S v LIVING suiT• 4' 1 �p i — 1 4 8'-8' CLG. 8'-8' CLG. 2�6 1 I 4 10 m 1 a 9 11 1 m I M A 2'-a 3'-2'3,- OI _ dl (CCA) LB1U. C. LBJ m III O 11 o I I 1 ` 5 P11DR• O O v. M HITCHEN - 1 �I 8'-8' CLG. Q8� CLG. Uij IR_ISH OWNER'S 2 8 m PAN. `" m r - r -7 BAT 8'-8' CLG. 0 A _ �p - 1CLG• 9TUD ZI 8 g s g'_g• CLG. I;, OPT. I 33 s 1 3 6'x60' 1 I SHWR PAN I 3-SIN REF _ I. ?0 1 `vLAY, E r LAY. .0 sH 64' V 3858. 6 LB1U.I 0 10. I WF I I= `o IISERS TAIR DATA • l54' F I v Ir�ApS • 10' a' -a' CLG. I , 1NosINGUPSTUDS T'16 • 16' O.G. PER BOLLARD OSHA TITLE 29 GFRASREO.PART 1926 SUB PART PER BLDG. M -FALL PROTECTION CODE 192650KB) (14) FOYEh.'-8' CLG. - II wl III-711'� -- If2 X 301 IATTIC I9'-4' -0" 52'-2' �-APORCH GARAG v 1 4 m 7m7 SQ.FT. CAM'S ING 1ST FLR LIV 1330 SQ FT. ND 2FM LIVING 14W Sa FT. TOTAL LIVINGSa2823 SFT. GAFCA(aE 454 Sa FT. PORCH In501. FT. TOTAL 3316 SQ FT.PATIO e0 Sa FT. DBL. TOP PLATE e BAR DETAIL AzE�/SCALE: 1/2'•1'-0' ARCH CCIf01BR MD cumc IWD Lomm a�e1c ro o�oelnE FOA a eECGID GuiFe CR3RDa ND m BgINE FiCi ?!CIE f➢D YPN MO MO N911R8 MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWMG 18 5 24/-31 DR MIN. CRITERIA 515D. MIN. 41 5 23/-29 CRITERIA 16010 O.H.D. 112 5 20A/-22.1 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=1I, EXP.=B, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECISON 612.2 OF THE FBCR 5TH ED1710N2014 1'0 MEEf TESTED VALUES FROM THE MANUFACTURER 10'-4' i'-4 4'-a' 4 2' 4' !6. 0' -- -- T FLOOR PLAN NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-9 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. • FRONT DOOR ASSEMBLY TO BE THERMA-TRIJ FIBERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE EQUIPPED W/ SELF -CLOSING DEVICE PER SECTION R3025.1 OF THE FISCR 5TH ED. (2014). A C N I T R C T i resign 441 N. RONAI.D RFAGAN BLVD. LGNGWOOD, FL 32760 PH: 407-7748078 FAX 407-7744078 www.abde•IgngdJpcan M 1f: 0003326 Ll 4 y w y 0 a y 0 PLAN sva>4z><v. at Los: SILVERADO LOT 40 BLK 6 rieolscayr 04128.000-04061 wo�4EJB "2807—ELLE" awiewas swam: RIGHT PA1d>@ FIRST FLOOR �p.,j�p }�,,g l l0U �� L' 1(t'. IA I rm Awl '4mff'-4'fqmT4 LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L I r-4' 8F28-03AT L 2 4'-6' 8F8-BAT L 3 1'-6' SF16-611T L 4 1'-6' SF24-15AT L 5 (NOT USED) L 6 (NOT USED) L T (NOT USED) L 8 II'-4' 8FU-BAT L S - (NOT USED) L 10 b'-b' 8FI2-BAT s LINTEL SCHEDULE NOTE: THE LINTELS MAY BE SUBSTITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN T4 E VALUES STATED A N C N IT I C T S Groin 141 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774 3078 FAX 407-7744078 www.abdosignpoup.corn AA F. 0003325 A y w 0 a y O OF 1 sUDDIV. at 701 SILVERADO LOT 40 BLK 6 Pa2J 0418- 04061 Mons>.9 4EJB "2807—ELLE" GAMAGM swanks: RIGHT PA014 LINTEL SCHEDULE 150 MPH EXP. B ARCHnr-cT. STATE OF FLORDA FSCAI10/18/17 M7 1/4"=1'-0" 1 B PRE-ENGINEERED TRUSS 4'-m• MIN. MTS-12 lA6' OSB (2) Dd NAILS AT 2X4 EA STUD. DM RATE 2X4 DOL. TOP PLATE 2X4 STIR K' OL. lA6' OSB. VY AS. W/ MK IUI/I 1' EMBEDMENT LOCATE b•-S• FROM ENDS AND 32' OL. MAX TEXTURED FNISN MfS-12 META-D EA. (2) Ud NAILS WITHIN4' OF EA 32' OL. MAX S' CMU WALL PRE-ENGINEERED END 4 (2) 12d NAILS • Q' TRUSS MAX INFIELD. KNEE WALL DETAIL 1 STICK BUILT WALL DETAIL LTS. 2 TO BLOCK SCALE: VJ'•1'-m' SP'S • EA, STIO TOP C SEGUE 2xb MK TO BLK W/ !I)15' _ COMECTOROR VERIFY IIW W/�� �� OM ANKFIOR BOLT W/ 2' W,4&ER SET MAIMING PLAN PIE-ENG TRUSSES umam A N SR'P'.ION HIGH STRENGTH EFlOXY 4' EMBED. 2X4 SECURED TO GABLE END WHIJnd•EA IIPRIGI4T 2X4 SECURED TO DOUBLE TOP PLATE CRIPPLE STUDS W' OG. MAX SIMPSON LOTA-12 • EA JACK HEADER CZN ECTOR UP TO 90M IPLFT DOLE TOP PLATE SIMPSON PSTA-24 • EA JAIX SECURE 2z TO BLOCK W/ IV F TAPCON9 OR DRIVE FIN (MN SHANK SIZE U45) (MIN EM'1DFOF D. I j'1 DEADER SIZE FER F1�r E SECURE 2z4 ON FLAT TO BLK UU OTT NALa. 0 GABLE FNG UlK2)nd b'-S' OL. SPAN CHART. DOOR/ U1IPDOIU OPENIG� STUD. BOTH SIDES OF OPENING. 2z STUDS • K' OL. MAX W/ 91EATHNG SHEATHING TO WITHIN I' OF WINDCUW DOOR OPENING AND 9ECIJE PER FASTENER SCHEDULE ntx Cz¢.+ma r' 2zS STUDS • W' OL. MAX W/ SHEATHING SHEATHING TO BE WITHIN I' CF WINDOW DOOR OPENING AND SECURE PER FASTENER SCHEDULE (2) STUDS, (2) JACKS • E4 SIDE OF OPENING ACH END AND b' OL. MIAX SPACING Ij' OSB, SHE OR ;' COX PLTUIOOD Anr ore+u+� - KINGSPASTUDS eSEE FOR DET� 9 AND SPECFICATICN) JACK STUD ASSEMBLY TO BE SECURED ONE FLY • A TIME. USE Ud NAILS, TWO UU-N b' 2z4 BLOCKS y� S•i 'G SIDES: IXb bARACE DOOR BUCK W/ (3) R L • GABLE BLOCKING TRUSS RUIz4 BLOCKING �I JACKS (SEE 14EADER SPAN CHART FOR DETAILS AND SPECIFICATION) Ppaom THA' O 90 D N U WINDOW SILL WAMPPLES CM WALL )j'XS' J-BOLTS 4' EMBEDMENT MIN. W( 2'X2'XI6 WASHER AND NUT BPAGED EVENLY FROM FLOOR TO GARAGE DOOR HDR N JOINTS PRIOR TO FILLING 1-2X6 PT BLOCK • CENTER OF DOOR HEADER WXI)YfXS' J-DOLTS 4' EMBEDMENT W/ 2'X2706' WASHER 4Np NO 0 • EA RAFTER L-30 EA RAFTER W25 EA RAFTER z4 RAPIER 24' OL • Iz4 FRAMING (TTP) JACK STUD ASSEMBLY TO SECURED ONE PLY • A TIME. USE Rd NAILS, TWO WITHIN 6' FROM EACH END 4 NO MOM THAN 12' OZ. STAGGERED SP4 OR HS • TOP AND BOTTOM PLATES • EA FULL LENGTH IN6. BOTH SIDES OF SHEAING�TO LAP TO TOP OF MA9CU4RaT WALL. SHEATH MUST NOT LA W' OG. I' DIA ANCHOR BOLT 4T W' OL. MAX WITH l' EMBEDMENT AND 2' DIA WASHER SRTPSCTI MSTAM-74 • EA. JACK SECURED W/ 9PECFIED ANCHIORS 2XD P.T. B01T21 PLATE NWT Mu } — NOTES. ALL ANCHORS SHALL BE N ACCORDANCE TO MAMFACTUEI INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT BREAK I'-4' MIL FROM IND--- ,- GARAGE DOOR 3 UCK ATTACHMENT SCALE, IQ'.I'-m' 4 FRAMED OVERHANG NTS. TYP. EXTERIOR WINDOW/ DOOR 5 OP G WD FRAMED W FLR LINE. R TRUSS) rJ WINDOW ® 2-STORY OPENING WALL FRAME A SECTION ARCH WINDOW 6 SCALE: --I-- SCALE: IR'.1'-m' °`O' FASTENER SCHEMULE NOT :TTP. EXT. SHEATHING ATTAcw ENT ROOF DIAPNRK,t•I -11 ..' - FOR SHE 4 UPLIFT (OSB. TO BE BTRJCTURAL USE IA6' OSB. OR N' COX PLY WITH •8 RING SHAW CAN NAILS AT 4' OC AT "-- - . eo - ec fa GRADE) CONNECTORS FROM STUD TO PLATE ARE / SUPPORTED PANEL EDGES AND ti RNY SHMK GUN NTERMEDIATE SUPPORTS. SEE DETAIL. NAILS AT 6. OL. AT i NOT REQUIRED EXCEPT A OPENINGS PRE-ENG, TRBS DBL. 2X TOP PLATE ROOF SHEATHING TO GABLE END FRAME USE R8 CAN NAILS • 4' D.C._ - . TK' O.S.B. w + 2X BLOCKING • E EXTERIOR SHEATHING a TOP OF :. 11 - I USE 1/16' O.S.B. OR Vl' PLY WTH •8 RING SHANK GUN NAILS AT b' OL, AT PANEL SIDES AND -6 RIG SHANK CAN NAILS 4' Or -TOP 4 BOTTOM PANEL AND ! RING 9HNK C!N NAILS AT b' Or-AT2X INTERMEDIATE SUPPORTS SEE DETAIL. NOTE: RIG SHMK GIN NAILS SHALL BE PERMITTED AS AN ACCEPTFASTENER FROM ANY MLWFACTUIER NAIL REQUIREMENTS HE dd ROUDfTODFI LENGTH D11A n0 LE TOP CORD BLOCKING AT 4' OR T wv O.C. MAX N FIRST 2 FRAMING SPACES AT EALH END. / m J w RING SHRANK GIN NAILS Z • b' 01 N FELD \ jR ^ p . 1 a ( J m 0 r� �i P y TYP. EXT. SHEATHING ATTACMENT FOR ROOF 4 SHEATHING (OSA TO DE BTRUCTIFAL GRADE) 1A6' OBB. STUDS 16' Or- MAX IX DM PLATE `¢ 3/4' FLOOR DECKING PRE FLOOR TR6$ 2X4 •TOP 4 �BOTTCTI C�OINfT. LS META-W 2X4X4' BECUE TO TRIUBS Ul/ 3-17d 6'-8' OL. MAX TYP. 2X4 SECURE TO 2X4 MILK W2-I2d SECURE TO BLK W/ META-16 NOTE, NAILS TO DE Ml G- BY MEMBER OF Mr- STAPLE. NAIL 4 TOOL ASSOCIATION I. m11S y.UGL NOMINAL SNAIX DIAMETER 9. D TO Im IFRJCE PER NGI 4. m3Sm INCFI FILL IR2OIID HEAD Dld'ETER 5. 2 b461 NAIL LENGTH RAFTER OR ROOF SHEATHIN G p O P _ J • �/ ' • 2' DECK 9CiE818 • 6'-S' 3 ,I OL. MAX • �S 4 17' OL. �� 'MSHANC TO EXTEND BEYONDAX IN FIELD. D. 6O THICKNESS OF SUB -FLOOR �1 SFEATHUJG BLK WALL OI CONTMUOUS SHEATMING TO BEGIN AT TOP OF BLK W/ 1,14' GAP FRCT'I BLK TO OBB. O HORIZGMAL 2X SPF. STRUCTURAL BLOCKING AT PERRTETER OF OSB. TO PROVIDE CONT. NAIL PATIERJ PLATE TO O REMAINING AREA T ISE SHEATHED BLOCKING. FROM DBL. TOP OO SHEATHM • TOP OF WOOD PRMED WAIL TO BE aiAGGERED nINOF u FRa SHEET BELOW ROOF S+ IEATNING LAYOUT + . . . . . . . . €+. > O5 INSTALL ALL SHEETS ULFACE Cz1EA.IN PARALLEL AND ENDUJALL BRACING BIILDNGLENGTH MP J TTP. E. SHEATHING ATTACHNT ME TO STUDS 2'-0"EXTENSION.*0 C 8 NOT USED FOR GABLE END FRAMING BE STTRRNCT�URALL Gi oEE) (� T� - TYP. 3/4• Tw ME -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS (� EXT. WALL SHEATHING 7 �a c IG•. I._m. 7 SCALE: 1/2'.I'-m• A R C N I T E C T 6 GrGo ! �R� 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdostgn&ORP.co^ AA is 0003325 J d T N y 2 0 A r° TT POOR A. LOT. SILVERADO LOT 40 BLK 6 Pnoi2cN 04128.000-04061 3WDM. 4EJB "2807— ELLS" AnAOL• 01WING: RIGHT PAGM MISC. DETAILS 150 MPH EXP. B I T: J TM 10/18/17 sCAXM 1/4"=1'-0" s>lmrr D2 3052-sH I I e oN 4.4 CHASE POST I I L — — J 3 2 I 3 8 CHASE BDRM.4 POST-11 8D0' CLfs.S GLG. �I 1,2'-8' O I F-1 M n III AXC - I I -4' 2'-8' 3'-8' 3'-8' 5' 0' 5' 4' v C�F(ASE j ip j m 42' H. HALF I WALL W/ GAP 0 UPSTAIRS 11.I.0 I IR-ISH , m' cw.1 • LIVING .ym I ATTIC LAGC J� W-I.0 I '-0' GLa 8'-0' CLG. �R-191-I I' j - r 4x4 BAD 8'-0' CL 4 POST POST STAIR DATA IB RISERS • 15 10' 0 6' (UIII-JJ-I1O 12 M 9 I NOSING r 0 'Aw R-3-0! v (2Y3052-SN 2- I I I 20 -SH I I I I I 14'-0' I I L---------------------------1 10'-03/4' 2ND FIN. FLR SECOND FLOOR PLAN NOTE: 2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE HroRe� nxo�TlEEauLL�ew u eE 2 V4' 2 114' N4i4MAL a y. N'YORAL . x' W 7X4 FE•MORCNG NOTE' NANDRALS 914ALL NAVE ENTER A CIRCULAR CROSS SECTION WITI A DIAMTETER OF I AV. 2' OR A NONGIULULER CRO66 SECTION UTH A PERWETER DFEN9I0N OF AT LEAST 4' BUT NOT MORE THAN 6 114' AND A LARCE9T CROSS SECTION DIMENSION NOT EXCEEDNG 2 114'. EDCES SHALL NAVE A MNRAfT RADIUS OF W. / a ItLANDRAIL DETAIL li SCALE' U2'.I'-C' 8'-8' ESFis'. HST. 3/4' T IG SUB FLOOR CLUED 1 SCREUED PER FASTENER 9cHEDILE 'PIE-EW. MR TRUSSES STAIR DATA: IbR 6'154' I5 TREADS 6 I0'+ I' NOSING Nom STAIRS RISERS TO 00NFOR9 TO FBCR 5TN EDITION 2044 MIN TREAV-W' MAX RISER•1 3/4' 3A6' MAX VARIATION N RISERS/TREADS ADJACENT TO EACH ORER 3/W MAX. VARIATION N ANY RISER/TREAD HANDRAIL CIRCULAR CF60W SECTION DIA. TO BE 1 3/4' «I/4' OR PROVIDE EQUIVALENT GRASPAEILITY WNDERS- MK 6' WIDE NARROW END MN. IV UNDTH • Q' FROM NARROW END 34' MK HANDRAIL W.T. 0'-0' FIN. FLR �(2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 5/4' SUE! FLOOR MATERIAL RIPS FOR SOLID NAILNG - SECURE TREADS TO STRNGER WN3)% 3' SCREWS • EA STRINGER, UNTHREADED SHANK TO EMEND BEYOND TWICIOR66 OF SUB -MOOR 81EATHNG — -- \ FLR TI0189E8 \ Q w \ \ 1zl \ z�I \ 3/4' KICK i Q \ PLATE I' MAX. �p w \ 10' NOSING 0 \ T'IRL \ r� STRNCER \ 3-FO ED REINFORCED WltX4 SPF WK.O4T. BEAD OF \ 2xI1 X�2 7TEgp y. \#E \ TO FR V Q Q' f.L.ORU-S SLARE () Z EA HORIZONTAL RUN 2 X 4 RE-R.FORCWY \ M • EA. 2 X 12 STRW.ER SECURE WA24 6'-S' O.C. \ 2X4 ATTACHED W/I" STAIR SECTION SLEE MASONRY SL� W1Na* .� OF EACH END, 32' OC. MAX aUBDIV. at LOT. SILVERADO LOT 40 BLK 6 Pnomoc" 04128.000-04061 BWDMIC "2807—ELLE" OARAOZ awD;o: RIGHT PA10sh SECOND FLOOR PLAN 150 MPH EXP. B F 10/18/17 1/4"=1'-0" oilman 3 FIBER'sLASS SHINGLES OVER'30 FELT PAPER INSTALLED PER FBCR RW5.2.1 ON a' OSB. SHEATHING OR i' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS 17. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ~ WOOD CONSTRUJCTIC iEE ENERGY CODE FORTS :OR INSULATION R-VALUES GYPSUM BOARD OR }' HIG ITRENGTH CLG. BOARD ;ONG. FILLED LINTEL ELK W/ 1) 45 REBAR CONTINUOUS 'RECAST LINTEL )EE ENERGY CODE FORMS OR INSULATION R-VALUES 11NDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 85 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS s 16, O.G. 8' CMU 1/2' GYP. WL. BD. WOOD BASE 1—STORY 1 BLOCK WALL SCALE: 3/4' = l -0' 1/16' O.SB. OR j' CDX TYVEK BUILDING WRAP FORTIFIBER BLDG PAF GALv'D MTL. LATH 1/8' TEXTURED FINISH • WOOD 7g' TO Sig' MID WALL WEEP SCREED zQ L J 8' CMU 5/6' TEXTURED FINISH s MASONRY WEEP SCREED DETAIL @) WOOD TO BLOCK CONNECTION F SCALE: 030 FELT PAPER INSTALLED PER FBCR RW52.1 ON a' OSB. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. Ix2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK (SEE SEALED TRUSS ENG. FOR SIZE 4 j OSB. SHEATHING OR I' CDX PLYWOOD, ATTACHED PER FASTENER SCHEDULE ON SHEET 05 1/$' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) WEEP SCREED (SEE DETAIL 2) 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRA IS PRESENT I PRE-ENG GABLE TRUSS 2x4 NAILER CONT. 2x4 RAT RUN SECURE a' W/ (2) 12d's Is EACH TRUSS rYP. TO BE INSTALLED s MID. ox POINT OF TRUSS SPAN, OR 1 10'-0' O.C. MAX. SECURE GABLE TO 2x6 P.T. J PLATE W/ 12d's 8' O.C. MAX SECURE 2x6 PT. PLATE TO I BLK W/ }'x3' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. s 32' OC MAX. V THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED w DIRECTLY TO MASONRY L �_ . 0 e• a'RI >S' DRTuIALL I'X4. OR 1112• P.T. NAILER 1,4 P.T. OR % 4' MN SEGUE ❑ THM FRAME H EXTEND 142' INTO BLOCK IW V TAPOCNS opt DRIVE PN (MN SHANK SIZE J45 MN READ MN EMDEDI•ENT I-V NU W TNN 6' OFSla EACH300 ED / IS' Or- BPACING H: DOOR CAS DOOR JAMB OR MNDOU ATTACH TO 2X PER MANFACTU ES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3/4 OR +5/4 WINDOW TO BLACK +3 4 OR +5 4 A SCALE: I'.1'K 2X4: CM SEOFE TO BLOCK UI( TAPCOTIS OR DRIVE MN SHOW SIZE J4S MN HEAD SIZE 300 MK EMBEDMENT I Y') UUTHIN W OF EACH END 1 IS' OC. MAX SPACING. 2X6: cm�r SEGUE BLOCK OOK W• l-ate TAPCONS OR DRIVE PI MN SH/INK SIZE 345 ❑ MK HEAD SIZE 300 MN EMBEDMENT I Y.'1 MTHN e' OF EACH END H ID'Or- MAX SPACING. a' CU'1U 21 D: ® K' DWYULALL SECUE TO BLOCK W-%. PIN OR DRIVE P MX4. OR IW' P.T. NAILER MN SHANK SIZE J45 DOOR C 4404G MIN, READ SIZE 300 DOOR JAYS OR RINDM MN EMBEDMENT I Y•1 ATTACH TO 2X PER WITHIN D' OF EALH END H b' OL. nAx SPACING. MAJiFAGTIFES DETAILS. 1—STORY GABLE 1 A BLOCK WALL SCALE: 3/4'-1'-0' SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD GONG. FILLED LINTEL BLK I (1) R5 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) S REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS s I6' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN OVER 030 FELT PAPER TRUSSES WHERE 'X' BRACING INSTALLED PER FBCR IS PRESENT RW52.1 ON J' O.S.B. SHEATHING OR }' CDX PRE-ENG GABLE TRUSS PLYWOOD SECURED PER FASTENER SCHEDULE CONT. 2x4 RAT RUN SECURED W/ (2) P.T. Ix2 W/ MTL. DRIP EDGE 12d's s EACH TRUSS 2x4 OR 2x6 SUB -BAND -0• TO BE INSTALLED 0 MID. POINT OF PER ELEVATIONS TYP. TRUSS SPAN, OR 10'-0' O.C. MAX. VENTED ALUM. SOFFIT SEE ENERGY CODE FORMS FOR INSULATION R-VALUES STIFFBACK (SEE SEALED I' GYPSUM BOARD OR }' TRUSS ENG. FOR SIZE H HIGH STRENGTH CLG. CONDITION.) BOARD O.S.B. SHEATHING OR }' 2x4 NAILER CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE 2x4 s 24' O.G. a INTERIOR ON SHEET 05 KNEE WALL 1/8' THICK, 3 COAT CONC. FILLED LINTEL BLK W/ PORTLAND CEMENT PLASTER (1) S REBAR CONTINUOUS OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER PRECAST LINTEL JUM50TEX GRADE 'D' WINDOW ATTACHMENT AS PAPER OVER TYVEK PER MANUFACTURES BUILDING WRAP (REFER TO SPECIFICATIONS STUCCO SPECS FOR COMPLETE INFORMATION) PRECAST SILL WEEP SCREED (1)05 REBAR VERTICALLY (SEE DETAIL 2) W/ CONC. POURED CELL SECURE GABLE TO 2x6 P.T. Ix2 P.T. FURRING STRIPS PLATE W/ 12d's 8' OC. MAX s I6' O.G. SECURE 2x6 PT. PLATE TO BLK W/ }'x9' ANCHOR BOLT 8' CMU W/ 2' WASHER SET IN SIMPSON 1/2' GYP. WL. BD. HIGH STRENGTH EPDXY 1' WOOD BASE EMBED. MIN. s 32' OC MAX. Sg' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY p L T zQ F� mo 1—STORY GABLE W/ VAULT CLG. BLOCK WALL SCALE: 3/4'-1'-0' NOTE: PER FBCR W52.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 486S TYPE IV, OR ASTM D 6151 2X4, ® 2X4. ® 2X4: SECURE To BLOCK W) .i(H' BECHIIE To BLOCK UV V SECURE TO KOOK Vim' O TAPCONS R DRIVE PIN TAPCONS OR DRIVE PN TAPCONHS OR DRIVE PIN (MN SHANK SIZE J45 MN SHANK SIZE 145 (MK SHANK SIZE U413 MIN MEAD SIZE 30o MN 1EAD SIZE 'N MR HEAD INZE 3M MN EMBEDMENT I A.1 MIN EMBEDMENT I V) MR EMBEDMENT 1 Y49 MTHN 0' OF EACH END . IIRTHN B OF EACH END H WITHIN V OF EACH END H b' OG. MAX SPACWi b• OL. MAX BPArWN m OC.MAX SPACING. cm SECII ERE TO KOOK Ry1-IU(R• TAPCONS OR DRIVE PIN NOTE, STRUCTURAL 2X MIST BE ON OUTSIDE M SECUED S ECLm TO BLOM W)Z-Ml(.• TAPCONUS OR DRIVE PIN a NOTE: OTIRUCTURAL JX MUDT SECURE KOOK YN-V4' TAPCONS C DRIVE PN a NOTE: STRUCTURAL'X MUST BE ON OUTSIDE H sECUPIM THROI3'IH NON-STRUCTURAL (MIN. SWANK SIZE J45 MN HEAD SIZE 3" naeOlXaH NON-STRICTURN. ' TAPCOH MN 144 [MRL SHANK SIZE J:HS MK LEAD SIZE 3O0 15E ON OUTSIDE U 6ECUR9 TWSOIYIH NON-STRUCMAL (MIL SHANK SIZE )45 MN MEAD SIZE 300 V TAF CON MN M R EMBEDMENT I V INTO BLOCK MIN EMBEDMENT I Y.') '16• TAPCCN MN I-Y.' MN EMBEDMENT I Y.•) EMBEDMENT MO BLOCK WTNIN a' CF EACH END I a. Cm WITHIN a' OF EACH BTV H EMBEDM84f INTO KOOK MTHHRH e' OF EACH END 4 b• OC. MAX SPAT* C x, DRYWALL b' OL. MAX SPACING. e, O'1U a, b' OL. MAX SPAC_ e• Cm K' gn4w ' 2X8: ® SEGUE TO KOIX UIO-�(' I'X4. OR ALCM P.T. NAILER 2X& ® 9ELUE TO BLOIX UVl-%. DRTIIIALL 2X8: ® BECIFE TO KOOK UI)I-V4' I'X4' OR I'X2' P.T. NAILER TAPOONS OR DRIVE PIN (MN 81,W K SIZE J45 36' ODD. X 4' MN DOOR CASRY TAPGONS OR DRIVE PN (MN SHAW SIZE Al. I'X4' OR OW P.T. NAILER DOOR CASING TAPCONS OR DRIVE F N (MN SHANK SIZE J45 K' OAS. X 4' MN MN KAD SIZE 300 DOORJAMBOR OR WRDOW MK HEAD SIZE 30o DOOR JAMB OR UR MN HEAD SIZE 300 DOOR CAaw. MN EMBEDMENT I Y') ATTACH TO PER MN EMBEDMENT I V) ATTACH TO 7X PER MN EMBEDMENT I Y49 DOOR JAMS OR IWDO3 WTNN W OF EACH END H MANFACTUREs DETAIL.. WTHN a' OF EACH END M MANFACTUP ES DETAIL& �WTHIN W OF EACH END H ATTACH TO 2X PER b' O.C. MAX SPALING. b' OL. MAX DPACR4Cs. WOG. MAX SPACING. MANIAC'.. DETAILS. MOTE: 8641M AS NEEDED TO PLUMB JAB (DO NOT EXCEED Y') NOTE: SHIM AS NEEDED TO PLUME JAMB (DO NOT EXCEED Y', NOTE. SHIM AS NEEDED TO PUNS JAMB (DO NOT EXCEED A-) DOOR JAMB TO BLOCK +1-15/16" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLACK +3-7/16" WINDOW TO BLOCK +1-15 16 WINDOW TO BLOCK +3" WINDOW TO BLACK +3-7 16" C SCALE: I'.1'-0' E SCALE, I'.I'-O' G SCALE: I'.I'-0' 2X4: ® 2x4: ® 2x4: SECURE TO BLOCK IW V SEGUE TO BLOCK HIV % BECUE TO BLOCK W-W TAPCON G OR DRIVE PIN TAFr.ONB OR DRIVE PIN TAI"CO4S OR DRIVE PIN (MK SHANK SIZE 145 MN SHANK SIZE I45 (MIN. SHANK SIZE AD MRL HEAD SIZE 300 MR MEAD SIZE 300 MN HEAD SIZE 300 MK EMBEDMENT I V) MN EMBEDMENT 1 Y') MN EMBEDMENT I Y.') MTHN W O' EACH END H b' OL. MAX SPACING. UIITHI! V OF EACH END H b' OC. MAX SPACINr. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE H SEC!® TWROIIW NON-STRUCTURAL , b• OL MAX SPACING. We: ® SEC" TO BLOCK WO-% NOTE: STRJCTIFAL 2X MUST 2 is ® SECIE TO BLOCK W(J-Il EMBEDMENT INTO BLOCK 2Xa: CM SECUE TO BLOCK WA-114' TA04CONIS OR DRIVE PIN El BE ON OUTSIDE H SECIED TAPCONS OR DRIVE PIN TAPOONS OR DRIVE PIN NOTE: STlIGMAL 7X MUST MN K 6WA SIZE J45 TW OJIIIH NON-STRIGTURAL MN SHANK SIZE 141, -alcm (FIN. SHAW SIZE AS BE ON OUTSDE 4 SECURED MN HEAD SIZE 300 V TAPCCN MK I-Y' MRL 1EAD SIZE 300 )V DRTW LL MN HEAD SIZE 3" TMROlXi0 H NON-STRUCTRAL MN EMBEDMENT I EMBEDMENT INTO III- MN EMBEDMENT I YEN MX4• opt na. P.T. NAILER MEd. I YENEM T MN 1•B WITHHIN a' E H a. O`U WITHIN e' OF EACH END H MTHN a' Q EACH END HlFBEDItNT 8' OP OME INTO BLOCK MAXACH . b' OL. )C SPACING, 2'S' ® K' DRTW4LL b' OL. MAX SPACING. 2xslSTR)CTURAL ® 7ND 2X BECUE TO MEMBER UW2JI26 b' OL. MAX BPACNfi 2'S' ® V CV )S' ORTW4LL SECURE TO BLOCK W/1-�(.' VX4' OR DO' P.T. NAILER SECT SECSE TO BLOCK UI/1-i(.' WTHN V OF EACH END H V .EGOS TO KOOK WP:x* TAPOONS OR DRIVE PN I' P.T. X 1' MN TAJ•f.GNB OR DRIVE PM TO a- OC. MAX TAPCONS OR ORVE P 1'X4' OR IW' P.T. NAILER MN SHAW SIZE J4. DOOR CASING MN GWAtK SIZE JO DOOR CASING (MN SHANK SIZE 14D11 P.T. X 4' MN MN HEAD SIZE 300 ODOR JAMB OR UaD.JIU MN HEAD SIZE 300 DOOR JAMS OR IIHRDOU MN HEAD SIZE 300 DOOR CASING WIT W OMEAi I MEND H ATTAdl TO I1c PER UFTTHIN I MEND I ATTACH TO 2X PER W N� NI END 49DOOR JAMB OR YRDpU b• OC. MAX SPACN'a M4MtALTUED DETAIL& Is-OC. MW( SPACwa MlWFAGT UEa DETAILS. b' OZ. MAX SPACING. ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUS JAMB (DO NOT EXCEED V) NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) NOT USED DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4" 8 B WINDOW TO BLOCK +1-1 2" D WINDOW TO BLACK +2 1 4" SCALE. 1'. 1'-C- SCALE, NI-V NOTE: SWIM AS NEEDED TO PLUS JAMB (DO NOT EXCEED W) DOOR JAMB TO BLOCK +3" F, WINDOW TO BLOCK +3" SCALE, I'.I'-®• NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLACK +3 3/4" H WINDOW TO BLOCK +3 3 4" SCALE: A R C N I T E C T R WGRa 6 oign 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-7748078 FAX 407-7744078 www.abdesi{ngNouD.com AA t. 0003325 d z 8 w x 0 N C IN RItmDm se xAmi SILVERADO LOT 40 BLK 6 P %0JDC'ly 04128.000-04061 �D 4EJB "2807— ELLS" GARAGM 9MUM: RIGHT PAIG=: MONOLITHIC 1—STORY WALL SECTIONS & NOTES 150 MPH EXP. B 2a PD10/18/17 3 1/8' THICK 3 COAT CEI"EM PLASTER OVER GRADE 'D'� FELT PAPER BACK FETAL LATH OVER APPROVED HOUSE URAP OR GRADE 'D' FELT PAPER 41x4' GALV. l'-TYM— FLABHRIG SET N LNG CE» FIBERGLASS SH41 G.. OVER 2.6 LEDGER SECIRE0 !OR APPROVED EO.UALI FELT W/U4'x 6'LAC. BOLT PAPER ON TM' OAD. SHEATHNG W/ 2' DIA WASHER . OR 1/2' CDX PLYWOOD 24' OL. MAX SECUT4ED PER NAILING SGEDULE LOU-26 2x6 RAFTERS .8'-S' Emw_ W.T_ ,. \ LUS26 W/ (4) IOd'. TO LEDGER AND (2) IQd'A TO 2x6 JOIST 2X6 LEDGER THREADED 167D 24' MAX SET IN W.IPSON WVA4 STFW, TH EXPDXY 6' MN EMBED. U27HN7C 2 COAT CEMENT - PLASTER APPLIED DIRECTLY TO MASONRY ROOF @ S.G.D. SCALE: 1/2' . 1'-0' 10' - 4' 5I4EAT131NG TO LAP SHINGLE FRAME TO GABLE ROOF CONNECTION 12' MIN 6 FYPON BKTIIXTI OR EQUIVALENT i1i1l1lIIII IIII�..�I IIII On -jjjj�NJ�11�1111 IIII- IE -111 X� - �- — —_ _ -- - -- — --- WIC �■' _ �_ Lul 101 4' RAISED _'• - LE1„ " FRONT ELEVATION TEXTURED FINISH m-' EIUTTERFLY METAL LATH • WINDOIU CORNERS OFF RIDGE VENT OFF RIDGE VENT 13'-3' 13'-3' 18'-0 3/4' 2ND FLR ORS. W.T. 1, l 1 RA 4A iv lRA TYP. 10'-0 3/4' 2ND FIN. FLRo I 8'-8' B1Ws. TYP. 7B AA TYP. -j vI r II 0'-O' FIN. FLR — _ _ _ —-- BEAR ELEVATION TEXTURED FINISH �­W BUTTEWLY METAL LATH • UUNDOW CORNERS r Blues. FKsT. m• 1--1_j-j0'-0' FIN. FLR I — —� v� 0 LOUVER DETAIL SCALE: V2' • I'-0' STD. CALLS - OFF -RIDGE VENTS ONLY ARFA OF ATTIC = ID13 SCL FT. NET FREE VENTILATION AREA REQUIRED = 11300 REQUIRED VENTILATION AREA = 1823/300 • &0F VO4TILATION AREA X SO, INCHES PER FT. (1M) RM.24 5Q IN. MIN. REQUIRED VENTILATION .5X 870.24 IN UPPER PORTION OF ATTIC 435.12 SQ.IN. OFF RIDGE VENTILATION AREA • 125SCLINWPERVENT 435.12 /m TUTALOOF VER13 REQUIRED = 178365 TOTAL O OF VENTS PROVIDED = 4 •AREA OF ATTIC IS THE PERRAITER OF THE HOUSE- U35TNE OVERHANG IE%TETOOR OF WALL TO EXTERIOR OF WALL NO OVERHANGS INCLUDED) ANC N I T N C T 8 6 A C"� PH: 407-7746078 FAX 407-774J078 wwwAbdes18R8muP.com M 111:0003325 b y 0 4 h O F ti J OLiaD'XV. St LHOT. SILVERADO LOT 40 BLK 6 FMOJRCW 04128.000-04061 swEmm 4EJB "2807-ELLE" GARAGs OWING: RIGHT PAGO'• FRONT & REAR ELEV. "D" 150 MPH EXP. B ARCHITECT - STATE Or- FLORDA 211� ROLAA AABO72M3 ► AR NO 53723 F 10/18/17 '1/4"=1 4D I8'-0 3/4' 7ND_FLP_ A. BRG. HGT. I0-0 3/4' 2ND FIN. FLR 8'-8' BRG. HGT. 0'-0' FIN. FLR _ RIGHT ELEVATION TEMUF'.ED FINISH m-6' BUTTERFLY METAL LATH • WINDOW CORNERS LEFT ELEVATION TEXTURED FINISH 0-6' BUTTERFLY METAL LATH a WINDOW CORNERS IB'-0 3/4' 2ND FLIP BRG. HGT. IV-0 3/4' 2ND FIN. FLR }�8'-8' Bf;n. W.T. A E C N I T E C T 8 6 Groin L441 N. FtONAL.D F1FAfIAN BLw. LONG WOOD, FL 327W FM: 407-774-6078 FAIL 407-7744078 www.abdeslgngmup.corn AA is 0003325 b y m P, W 0 c, h C eF G i axnmly as LOT. SILVERADO LOT 40 BLK 6 pnmoszcaw 04128.000-04061 bwDm .c 4EJB "2807—ELLE" OARAGA swats: RIGHT PAON: LEFT & RIGHT ELEV. "D" 150 MPH EXP. B ARCHETE-CT: STATE OF FLOMA 10/18/17 SCAM 1/4"=1'-0" allswr 5D CONNECTOR SCHEDULE DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER rrn-r flr.fwwrllr-wwnnnu = » 1p } rc ru lrr.-r furr♦ae Nr IwrTy' p.lnwawlol �� Z O loot I.r+.fwr wr�omrr.w N .Ir lraT � Iflw alrrlurv.nrarrstfa.wmeco frs+ rr I.ro nufwrrTrvs.fnare�.f.rw mom fA♦ YNT-1 M lefpUllT mflei IfYV•YT1r IO mYIL ♦er.fm!'-fYe!>tY pYenT. ra[r N)ef . ..T r/�aeOlM�b .►• I.f ♦ W r. • frfw•I o r. ou«ww.r. m.�.rl,,.. Nr r�af.rp wwm.eae furor T. roolsrrrlmwfawrar .eul fue,r trot rem rrf•p wvfllvT rllw r. ore s rluw.l r• Nwww.11r.fl«ru M IIIIP. MN.Y flu W' r' flH Wl a l flNd• nr. Au W . I.T. r1N WI lrM . ur♦ r . 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FOR DRAFT FLR TRUSS STOP ELEV. VIEW 'll PRE-ENG.FLR TRUSSI 3/4' PLYUIOOD DRAFT STOP q PRE-ENG. FLR TRU99 2X4 NAILER FOR DRAFT STOP 3/4' PLYUIOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXMV HEADER SPAN (ft.) UP TO 5'-O' TO 1'-0. UN.O. 4'-II 1/2' -1'-II I/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 V(2 x12 l SYP) /16' OSB NAIL (3) I2d r 6'-8' O.C. TYP 2x12 BM-/HDR FRAMING NOTES: I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, UN-O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: TRUSS TO MASONRY/CONCRETE SHALL BE META-I6 • FLOOR TRUSS TO MASONRY/CONCRETE SHALL BE HETA-I6 AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO WOOD FRAMING SHALL BE MT5-12 3, TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 1 HEADER STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-I2d HAND DRIVES 6 EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. 8.PROvIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 20145TI-I ED. 2014 FBC�SIDENTIAL-SECTION R302.12. 1REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS t DETAILS. r 1� _ II II II II II d II II II �� (II II II I II II II II II II � a II II II II II I� II II II FTpp � II II II II II II II II II II I (I LPwg1►{I� BE TO xb I I I I I Pq�T TC SSLA II Nisi-4 � TRUSS TO 4X6 PffiLW/f2) MTs.1z — — — — HTT-4 772XW_ _ ATTIC I / FRAMING PLAN CCA 08/22/16 J /f2) META-16 A R 6 N I T I C T I IRio euern. - LONG WOOD, FL 32750 PH: 407-77441078 FAX: 407-774-4078 www.abdosigngmp.com AA F. 0003326 F h w 0 a h 0 F O 2 L RADO 40 K 6 P/ 04128.000-04061 MOD=— 4EJB "2807—ELLE" awuAcss swDia: RIGHT PAO3b FRAMING PLAN 150 MPH EXP. B ARCHr ECT- STATE OF FLORDA r Q 1 v DP wn 10/18/17 sCAZM 1/4"=1'-0" 6 NI�TICT8 TRUSS TO 4X4 POST WITH (2) MTS-12. POST TO BLOCK HTT-4 TRUSS TO 4X4 POST WITH (2) MTS-12. POST TO BLOCK HTT-4 CJS i I I IA 1 D I I I I I I I I I I I I I I I L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J ROOF FRAMING PLAN CCA 08/22/* TRUSS TO 4X4 POST WITH (2) MT5-12. POST TO BLOCK HTT-4 TRUSS TO 4X4 POST WITH (2) MTS-12. POST TO BLOCK NTT-4 - - - LONGWOOD, FL 32750--- PH: 407-7746078 FA)L 407-7744078 www.abdesignpoup mn AA F. 0003325 w y �oo C� O a N V G c, O x ■XT=xV. r I LOY`. SILVERADO LOT 40 BLK 6 FMWJRCW 04128.000- 04061 1[OD�Lc 4EJB "2807—ELLE" GA RAGM MWEIM: RIGHT ""ROOF FRAMING PLAN ELEVATION 150 MPHD•EXP. B ! T D' 10/18/17 SCALM 1/4"=1'-0" �T 7D CONNECTOR SCHEDULE CONTROL DATE, 01-2-TT SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER - META-16 1450 14TA 16-18 1625 1 (D) Od x 1 1/2' I -PLY, (6) Wd 2-PLY, (USP: (10) IDd X 1 1/2' - NO 16d OPTION) (2) META-16 two, (2J HTA 16-IS 2800 60) 10d x 1 1/2' I -PLY, (USP, (10) 10d x 1 1/29 2515 (14) 16d 2-PLY (USP: NO 1" OPTION) WETA-16 1810 WA 16 IOW (9)10d x 1 1/2' I -PLY, (8) 16d 2-PLY USP: (10) 10d x 1 W%NO Ibd OPTION 1ETA-290 IBIO HTA 20 1810 (9) 10d x 1 1/2' I -PLY, (8) Wd 2-PLY USP: (10) 10d x 1 1/2%NO 164 OPTION r w (2) HETA-20 2035 (2) HTA-20 31230 (10) 10d x 1 1/2' I -PLY USP: (10) 10d x 1 1/2' 2500 (12) Wd 7-PLY (USP-. NO 16d OPTION) Z O LGT-2 2150 LUST-2 15.10 (1) - 1/4' x 2 I/4' TITEN, 2 (USP: BLK (5) 1/4' W S, WOOD (16) 10d V) DETAL-20 2480 014TA-20 2430 (I8) - 10d x 11/2, 1 PLY MGT 3965 MU6T 4115 (I) 5/6' A.T.R. N HIGH STRENGTH EPDXY (MN, 12' EMBED), (22) Wd TO WOOD (USP: (28) 10d TO WOOD) HG7-2 WSW H UGT-2 9190 (2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN. W EMBED), (16) 10d TO WOOD (U5P: WOOD (8) 10d) HGT-3 105310 HUGT-3 5960 (2) 3/4' ATR N HIGH STRENGTH EPDXY (MN 12' EMBED), (16) IOd TO WOOD (USP: WOOD (S) IOd) LGT3-801525 3285 LUGT-3 3525 (12) SDS V4'x3' TO GIRDER (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' X S' WEDGE BOLT, WOOD (0) W1825) LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 510 (10) IOd x 1-1/2' (USP: (10) 10d x I V2' VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (U 5/8' ATR IN HIGH STRENGTH EPDXY MIN 12' EMBED), 06)-808 1/4'X3' TO WOOD (2) VGT 11" NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' ATR N NIGHT STRENGTH EPDXY MN 12' EMBED), (32)-8D8 1/4•X3' 12 PLY MTS-12 1000 MTW Q 1195 (14) 10d z 1 1,12' (USP: (14) Wd x 1 1/2', (14) 10d) MTS-16 ISO HTW 16 1260 (I6) 10d x 1 1/2' (USP: (16)10d x 1 1/2', (I6) 10d) HIS-20 1450 HTW 20 530 (24) 10d x 1 1/2' (U8P, (24) IOd x 1 1/2', (20) 10d) 14TS-24 N90 HTW 24 1530 (24) IOd x I V2' (USP: (24) 10d x 1 I/2', (20) 10d) LSTA-12 • 525 LSTA 12 530 (I0) 10d USP: (10) IOd LSTA-IS « 1235 LSTA 18 1235 (14) Od USP: (14) 10d META-16 .• BB MSTA-10 1310 04) 10d USP: (14)10d V) MSTA-24 •• 1640 MSTA-24 1640 (I8) IOd USP: (18) 10d d MSTA-30 « 2050 META-30 2065 (22) Od USP: (22) 10d MSTA-36 •. 2050 MSTA-36 2065 (26) 10d USP: (26) 10d I•- MSTI-36 30" KSTI 236 3890 (36) 10d a 1 1/2' USP: (36) 10d x 1 1/2' (n MSTI-48 5065 KTSI 248 5140 (48) IOd x 1 1/2' USP: (48) 10d x 1 1/2' H6 950 LFTA 6 1210 (8) ad TO PLATES, (8) 8d TO STUDS (USP: (16) 8d x 1 1/2% (16) 8d) SP4 ass SPT 4 545 (6) 10d x 1 1/2' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS A34 395 MP 34 380 (4) 8d x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST. USP, (4) Od x 1 1/2' TO BEAM, (4) Dd x 1 1,12' TO POST, NCP2 645 WHOP 2 800 (12) 10d x 1 1/2' USP: (10) 10d x 1 1/2' TO TRUSS, (10) 10d X 1 1/2' TO PLATE HIOA 140 RT 16A BSO (18) 10d x 1 1/2' USP: (9) 10d z 1 1/2' TO TRUSS, (8) 10d X 1 1/2' TO PLATE VGT 4 HDU4 4940 PHO 4A 525 (16}SDS 1/4'x3' TO WOOD, (10)-SDS 1/4'x2 1/2' W/ THREADED ROD, (2) WTSALIABFER/2 PLY USP: 5/8' ATR MIN 1• EMBED SET N HIGH STRENGTH EPDXY, (10) W63 WOOD SCREWS VGT 4 "Die 4940 TOX 10 OHIO (16)-SOS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD. (2) NJTSNWSVEROPLY USP: 1/8' ATR MN 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' THR)-BOLTS___ A15U 44Z 2200 6665 PAU 44 2535 WITS (1) 5/8' ATR N HIGH STRENGTH EPDXY, MN I' EMBED.) IN CONC, (12) 16d TO WOOD USP: SAFE AS SIMPSON ABU 66Z 2300 12000 PAU 66 23W 16005 (I1 5/8' A.TR N HIGH STRENGTH EPDXY, (MN. I' EMBED-) IN CONC, (12N6d TO WOOD USP: SAME AS SIMPSON N LT115 « 1340 LTS 19 1205 (1) 3/4' ATR IN HIGH STRENGTH EPDXY. (MN I' EMBEDJ N C)NC, (8N0d TO WOOD USP: SAME AS SIMPSON of O LTT205 ... 1500 LTS 2dM 1105 (1) 1/2' ATR N HIGH STRENGTH EPDXY, (MN I' EMBED-) N CONC, (IOAOd TO WOOD USP, 3/4' ATR MN 1' EMBED SET N HIGH STRENGTH EPDXY, 00) 10d, (10) 10d x 1 1/2', 2-1/2' = (� Z HTT4 4455 WTT45 4160 (1) 5/6' ATR N HIGH STRENGTH EPDXY (MN. I' EMBED) IN CONC, (18) SD90 X 1 1/2' (USP, (20) 16d X 2-1/29 USP HAS MORE NAIL OPTIONS, (20) 10d, (20) IOd x 1-1/2', (20) Wd x 2 1/2' Q HTT5 5090 WTT45 eery (1) 5/8, ATR IN HIGH STRENGTH EPDXY MIN 1' EMBED) N CONC- (26) Ibd X 2 1/2' (USP: (20) 16d X 2-1/29 USP 14AS MORE NAIL OPTIONS, (28) 10d, (28) 10d x 1-1/2', (20) 16d x 2 1/2' HND0II-508 25• 11,810 UPHD II 143W (I) I' ATR N NIGH STRENGTH EPDXY, MN 10" EMBED-) IN wNc. (24) SDS Y4• x 2)P WOOD SCREWS (USP: a,I) W53 WOOD SCFRWLW HD1B 6645 TOX 10 1 140 (I) 1/8' A.B. N HIGH STRENGTH EPDXY, (MOIL 1' EMBED-) N CONC, (3) 3/4' STUD BOLTS TO WOOD (U9P: (4) 1/8' BOLTS) N MB44A 336/1125 3415 5330 NFM3SXI2U 25W 1130 SIM-SON: (U 3/4' ATR N HIGH STRENGTH EPDXY, (MN 6.15' EMBEDMENT) N CML. TOP, (1) 3/4' ATR N HIGH STRENGTH EPDXY. MN 6.15' EMBEDMENT) N CML. FACE, (USACd TO BEAM USP: (1) 1/2' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF C>4C W/ 3/4' CIA ITW RAM5ETN4'EDHEAD DYNA BOLT SLEEVE ANCHOR OR Ea W/ MN 5' EMBED DEPTH INSTALLED N THE FACE. Lv FM18C412 (WOOD) 3635 2660 (FLR) W8412IF 3060 2110 (FLR) 00116d TO HEADER (I0) Wd 10 WOOD USP: SAME A9 SIMPSON 3265 (ROOF) 3325 (ROOF) Z Q HUC410 (CMU) Lem 4920 HD410 IF 13M 5000 (I8) V4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (0) V4' x X WS3 SCREWS, 00) 10d TO WOOD. U8P (20) 3/16' TAPPER-, (I0) 10d TO WOOD = HN1C210-2 (CM41) 000 5085 HD210-21F Lies GNP (16) 1/4" x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD: (USP: (16) 1/4" x 3" W83 SCREWS, (10) IOd TO WOOD. USP (20) 3/16' TAPPER., 00) Od TO WOOD LN1G210-3 (Q-R11 1800 5085 H0210-31F 1305 5000 (I8) I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (b) 1/4' x 3' W83 SCREWS, 00) IOd TO WOOD. USP (20) 3/16' TAPPER., 00) IOd TO WOOD LGII"126-1-9D9 1430 SSS5 LGU'26-2 2125 6065 V,-' x 4' TITEN ND ANCHORS (2 PER FLANGE/ TO CMU, 6111/4' X 2 IR' SDS BCREWb TO WOOD, HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE". CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHIORNG SYSTEMS. WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL N C)L. WALL MUST BE FILLED SOLID u / GROUT. .• Od COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 11/2' NAILS N CONANCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS RECIJIRED FOR THIS APPLICATION PRIOR TO INSTALLATION :n « MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' W H- O ATR • A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS. LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING BARE THAT THE PROPER CORROSION PROTECTION IB USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING 2MAX / HDG GALVANIZED CCMECTORS, USE FASTENERS GALVANIZED PER ASTM-A53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN IDINDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCt41TECT/ENGNEER OF REGARD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON VOOD CONSTRUCTION CONNECTORS C-C20TT' , 'HIGH WNND-RESISTANT CONSTRICTION F-C-H WRCAG16, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 2015-2016. HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x 8 5'-4' TO 1'-0' DBL 2 x 10 T-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPA! DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 5'-0' TO W-4' DBL 2 x 10 6'-4' TO S'-O' DBL 2 x 12 W-O' AND OVER FRAMING NOTES: MINIMUM WALL AND HEADER STUD RE UIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'-0' UNA. 1 NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER I 3 vlG2 x 12 2 SYP) /16' OSB NAIL (3) 12d • 6'-8' O.G. TYP. 2x12 BM./HDR. I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 • FLOOR TRUSS TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN Co, MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES s EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. &PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12. '3 REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD SEARING WALL STRAPS 4 DETAILS. A C N IT E C T f 1 6 Groin Al N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-W78 FAX 407-7744078 www.abdes16ag4N1P• AA ♦: 0003325 F 4 y E 0 v h O R 4:IF2 sUZDTV & LOT SILVERADO LOT 40 BLK 6 pnom " 04128.000-04061 MOVIM, 4EJB "2807- ELLE" GARAGM 8wDM-. RIGHT PAO]& CONNECTOR SCHEDULE 150 MPH EXP. B Al 10/18/17 SCAIM 1/4"=1'-0" S)E�1�• 7.1 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RW52.1 ON a' OSB. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEvATIONS VENTED ALUM. SOFFIT DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS OSB. SHEATHING OR }' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5. 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. • TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BTM. 2x4 IS FOR WALL SHEATHING NAILER) FASTEN EACH 2X4 RIBBON W/ (5) 12d NAILS IS EACH TRUSS. BTM. RIBBON TO BE P.T. WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/ TRUSS PLAN s/S' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2- STORY FIRST FLOOR BLOCK SECOND 1 FLOOR FRAME \_SEE ENERGY CODE FORMS FOR INSULATION R-vALUES I' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD TWIST STRAP VERIFY W/ TRUSS PLAN WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS ® I6' O.C. MAX W/ INSUL., SEE ENERGY CODE FORTIS FOR INSULATION R-VALUES J' T t G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) I' GYPSUM BOARD OR } HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) 95 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS a I6' O.G. 8' CMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RWS2.1 ON a' OSB. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 5U5-5AND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK (SEE SEALED TRUSS ENG. FOR SIZE 4 CONDITION) SECURE 2x4 PLATE TO WALL W/ i'xb' THRU-BOLTS ® 32' O.C. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 12d's 8' O.C. MAX OR SECURE GABLE TO DBL TOP PLATE W/ SIMPSON HTC4 ® 24' O.G. MAX WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS 0,5B. SHEATHING OR }' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. is TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BTM. 2x4 15 FOR WALL SHEATHING NAILER) FASTEN EACH 2X4 RIBBON W/ (5) 12d NAILS • EACH TRUSS. BTM. RIBBON TO BE P.T. WEEP SCREED (SEE DETAIL 2/D3)' EMBED. STRAP VERIFY W/TRUSS PLAN %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2-STORY GABLE FIRST FLOOR BLOCK SECOND lA FLOOR FRAME SCALE: 3/4' = I'-0' 2x4 BLOCKING BETWEEN FIBERGLASS SHINGLES TRUSSES WHERE 'X' BRACING OVER 030 FELT PAPER IS PRESENT INSTALLED PER FBCR RW52.1 ON I}' O.SB. SHEATHING OR }' CDX PRE-ENG GABLE TRUSS PLYWOOD SECURED PER CONT. 2x4 RAT RUN SECURED FASTENER SCHEDULE SEE ENERGY CODE FORMS W/ (2) 12d's a EACH TRUSS PRE-ENG TRUSS FOR INSULATION R-VALUES P.T. IX2 W/ MTL. DRIP EDGE g' GYPSUM BOARD OR }' 2x4 OR 2x6 SU%I5 HIGH STRENGTH CLG. PER ELEvAT10NS BOAS VENTED ALUM. SOFFIT SIMPSON SEE ENERGY CODE FORMS SP2 ® EA. FOR INSULATION R-VALUES Ifd00• UPLIFT 2X8 STUD CONNECTOR ' GYPSUM BOARD OR }' 2x8 SYP •2 DBL TOP HIGH STRENGTH CLG. PLATE —3: BOARD }' DRY WALL DOUBLE TOP PLATE WALL SHEATHING }' DIA ANCHOR BOLT WINDOW ATTACHMENT AS WINDOW SYP •2 AT I6' O.G. MAX WITH 1- EMBEDMENT AND 2' PER MANUFACTURES WOOD STUDS DIA. WASHER SPECIFICATIONS AT 12' O.G. MAX WINDOW SILL SIMPSON SPI o EA. 2x8 2x STUDS A 16' O.C. MAX W/ STUD INSUL., SEE ENERGY CODE FORMS FOR INSULATION 2x8 P.T. SYP 02 R-vALUES O SOLE PLATE (1) COURSE TIE -BEAM POURED SOLID WITH ' T t G SUBFLOOR GLUED W CONCRETE. (1) 5 AND SCREWED AS PER 0- REBAR HORIZONTALLY FASTENER SCHEDULE w PRECAST LINTEL 0 WINDOW ATTACHMENT AS w PER MANUFACTURES I j U SPECIFICATIONS PRE-ENG FLOOR TRUSS I PRECAST SILL (INSTALL PER MFG,. SPECS.) Z 5 REBAR a I6' I' GYPSUM BOARD OR }' Z O.G. MAX, IN HIGH STRENGTH CLG. w CONCRETE BOARD Z POURED CELL, Ix2 P.T. FURRNG STRIPS VERIFY PER O m I6' O.G. CONIC. FILLED LINTEL BLK W/ 'L PLAN. (1) 5 REBAR CONTINUOUS g () 8' CMU J p SEE ENERGY 1/2• GYP. WL. BD. PRECAST LINTEL J) U CODE FORMS (I) 04 CONTINUOUS REBAR WINDOW ATTACHMENT AS Iu FOR WOOD BASE PER MANUFACTURER Q p> INSULATION I SPECIFICATIONS D 10 R-VALUES Z_ ul sRBAR 48' LONG PRECAST SILL w Q E IL Q W/6' HOOK s 24' O.G., - Q'I MIN. 24' IN SLAB (1) S REBAR VERTICALLY W/ GONG. POURED CELL ( kn 2'-0' RMN_ 1 IN SLAB) F — Ix2 P.T. FURRING STRIPS I w I 8' GMU E y . I/2' GYP. WL. BD. WALL I • ' 4' CONIC., REINF. W/ 6'xb' WOOD BASE SECTION - La_ WIAXWI.40 WWM ON 6-MIL POLY V WOOD I - ' • ETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLEAN FILL FRAME TO TERMITE TREATMENT SHALL BE Lij ; LOCK WALL ° 0' 6` 6' 6' r-O BORA-CARE U 1B (3) 05 REBAR ON CHAIRS 2x STUDS • 16' O.C. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 3, T t G SUBFLOOR GLUED _ AND SCREWED AS PER FASTENER SCHEDULE a 0.5.15 SHEATHING OR }' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/8' THICK, 3 GOAT PORTLAND CEMENT PLASTER OVER EXPANDED GALv'D METAL LATH ON FORTIFIBER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO 2x STUDS • 16' O.G. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ' T t G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE NOTE: PER FBCR W52.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM 15 REQUIRED. FOR ROCF SLOPES OF 4-12 OR GREATER, (1) LAYER UNDERLAYMENT I5 PERMITTED BUT MUST BE PER ASTM D22CP TYPE 11, ASTM D 4869 TYPE Iv, OR A5TM D 6151 EXTERIOR WALL STUDS (WALL FFORCLARr"rrrr) FASTEN arcs TO BLOCK WALL WRH LOP MSTA48 STRAY WREN FASTE/ERS AS SHOYN HSTALL STRAP • EA 00 (UNO) SPACE STRAPS AS FOLLOWS -nO rr +'C'� 92. Or- PLACE STRAPS SPACED �'��D E ADDITIONAL NA OT EACH UVCA STRAP AT EACH WlDOIU KPIG STD — nH ro) od corrTON was Hro St c roi4e olA x i ) 3/4' T t G SUBFLOOR GLUED STUCCO SPECS FOR COMPLETE AND SCREWED AS PER -wm MPH V, 32• oc LC?C _ INFORMATION) FASTENER SCHEDULE ON -we r-m 'C50 MPH ' 4v Or - 2x4 CONT. • TOP AND BT. OF SHEET 02 TOPWALL OLLE FLR TRU55 (TOP 2x4 SUPPORTS PLATE BT PLATE OF 2ND FLR, BTM. 2x4 IS FOR WALL SHEATHING NAILER) FASTEN EACH 2X4 RIBBON W/ FILL ALL REMAHHG STRAP HOLES W/ led was Mo O BAoc►� PRE-ENG FLOOR TRUSS PRE-ENG FLOOR TRUSS FASTEN EACH 2X4 RIBBON W/ (5) l5) 12d NAILS ®EACH TRUSS. m DO NOT PLACE BGIEW H SIMPSON HETA-I6 EMBED. 12d NAILS • EACH TRUSS. BTM. J' GYPSUM BOARD OR }' BTM. RIBBON TO BE P.T. Tor of TOP HOLE NEAREST TO TOP STRAP a 32' O.G. MAX VERIFY RIBBON TO BE P.T, HIGH STRENGTH CLG. nAsaetr Wni� — OF ati WALL W/ TRUSS PLAN WEEP SCREED BOARD PRE -ENS FLOOR TRUSS el STRAPT Barran of OCK `� GYPSUM BOARD OR }' (SEE DETAIL 2/D3) EMBED. STRAP VERIFY CONC. FILLED LINTEL BLK W/ (INSTALL PER MFG. SPECS.) h CMUBLOCK WALL (� W��A��I- LOT. TAPCON MASONRY SCREWS NIGH STRENGTH CLG. BOARD W/ TRUSS PLAN CU 5 REBAR CONTINUOUS GONG. FILLED LINTEL BLK W/ %' THICK, 3 COAT PORTLAND (1) 5 REBAR CONTINUOUSCMENT J LASTER DIRECTLY TO MASONRYIED RIBBON EXTERIOR STUD WALL CONNECTION FLOOR CONNECTION AT PARALLEL FASTENING DETAIL TO FIRST FLOOR MASONRY WALL )PERPENDICULAR PRE-ENG FLOOR TRUSS 2 2A SCALE: 3/4'=I'-0' 3 r SCALE: 3/4'=P-O' A i C N I T E C T i 6 GMQ � �n i"l N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngioup.com AA is 0003325 d 0 y 0 0 7S, IV. !LOT.VERADOOT 40LK 6 pR 28 0 0 041-04061 3WD 4EJB "2807-ELLS" OAllAOM 81WIM: RIGHT PAGM MONOLITHIC 2-STORY WALL SECTIONS & NOTES 150 MPH EXP. B I F10/18/17 M 1/4"=1'-0" r D4 A R C N I T R C T i ELECTRICAL LEGEND PATIO SYMBOL DEFINITION NOTES V tmV CUTLET m rr aNaLE PaLE aNv CUTLET W,T To sslra RR Cfl WV CUTLET [Ob'!D RAYwD rAIL rORIrtAnPee 1lMTMTaTAM Trrvu 229Pv CUTLET lu nac CCF*4 N tf Oil D(f. LATmprl%OGP MOOD FAULT - 1LI/ VY VY CUILRT N/RlssrlR a2ereH � I v1 I &mTcw 9-UYTCrm I2iNING OWNER'S sUITE 4 eWTCH 41LMY OPER (, j ^ /I7� PRE -WIRED PRE -WIRED ICJ L=� I CLG FAN CLG FAN CEILNb LINT ?.-( \01 PwOCP GFI /' LIVING / ROOM ' / 'o\ RECRlam aw �_ / � NULL yscam= SWITCH IN / eylr. rAn ion reR sa Pr. wv— CABINETSD. �ILaw 1Omrasan. OUTLET OUTLW7v_7� S/CO FOR VENT FOR " Pornre OR MICRO - - - IePEcro rm eV 0 I_ )_ _ � r n.uoltemlr �M-40 I I{1TCHEI�\ �7; � S4'Rwilt2raR \ �\ p p yy�--PAN. \ _ _ W.I.C. `I 0. g• 4'rwAClc Ltl ( , '1 I — — A C M\ I l� BATH ' o raNreL - � GFI I _ _ 11 ii 1 vl - un_ O en 5D. act OeTecrcw s�Iiee01N� _ - I \ en. swc exTsaa2 I \ STD - - 142' CENTER �l FIXTURE ON W/ OPT � WH VANITY WHEN LAV - if ® 5/coo�C10R ewu s . OlerAu¢ PRE -WIRED / I g \ OPT. LAv. IS OF PVT LEaa T 4• CLG FAN y� FLEXNI CHOSEN 1- \ BOLLARD --� \ iL 'U 0 \\ AS REa PER BLDG. r F Y - \ CODE \ TELlrHOI! .uoc I1 I ® \ wco Ace r I KEYLESS nNc".`WcT I FIXTURE 7 rELevaion �Anc - K METER OLN2WALL MOUNTED WFLD al!PURm VERIFY Q- AxaROAIIQ y.( -1 sp LIGHT W/9WITGH M LOC. ATTIC L - _ P.B._7749 FOR iyl! E ,J.I, IRRIGATION u ago II � � CHIMES 1,-C (ff)OUTLET m.—P_W T, cc°E.aor iv�saf --- �� / PORC� ~' GFI 48' AFF• 11,IIRs� As cool me r� ------------ uco L2Yrt -- - r� GARAGE GFI I H I j-Q �s PIeN-emw "a —me •-�- uee nolrr 1\ LOCATION OF TV JACKS 1 PHONE OUTLETS 4 FANS TO BE VERIFIED• HOMEOUNER --------- -li PRE -CONSTRUCTION MEETING. ' - - - - - - - - - - - - - - _ COACH ALL RECEPTACLES IN ALL HABITABLE LIGHT ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF IYCIR 5TH FIRST FLOOR ELECTRICAL PLAN EDITION (20H). 20 AMP DEDICATED LAUNDRY CIRCUIT. ,GFI • ISLAND (NOT ON KITCHEN CIRCUIT) D18MUA&-ER DiSCONECT TO BE LOCKOUT N PANFL BATHROOM EXHAUST FAN TO HAVE MN. CAPACITY OF 5O CPT/ INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION 1:15013 FBCR 5TH EDITION LAUNDRY ROAM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRNG METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 5TH ED (20141. ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE ECICE 5TH ED (2014). 150 AMP ELECTRICAL R15ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014)_ LOCAL CODES, AND ALL LOCAL POUTER COMPANY REOUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 M C40PPER (OJ) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 15 PROVIDED BY T14E ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. I UNIT - NEW CHART LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP 0 cvvc o l HOUSE PLAN: MODEL -ELI E- LOAD INFORMATION VA SOM so ?T onmuL IJaerulo z a VA Pa A R — 2 20 AIP APPLASCR a UTT Ar 1a0o VA a eo 1 uowaRr cRClla 1a00 RAROi AT HAIR PUTS -TM OR OORROP/ova Ua100 -'MR IRATVV 4aoo 1 RaHfAatml 1200 1 cIo'TR® RIT2R a000 I YN,T1owAVR ]aoo I RnRiGOGTOR lsoo avenorAL or avaAL Lo" aee¢1 rR T w RVA or aaaAL I Ar loos l0000 BaARDRII Or Qa W" AT ♦OR Paasl VA z .4 11a22 TOTAL RwT a— Ingo aasR 1a roll IRAT PUIV (w/ sRw ORR _ mer a"_q 21 A P z 24o v --- aa Tow COOLM aTerDl 4o AIR z 24o v • saoo R2T oaaAL inAa class RRT TOTAL RVAC saoo TOTAL w" alm CALCULATED LOAD FOR SERVICE y12j VA/2- - fito Ala• TSO AMP SERVICE •sonar c.ae acelAmo - m . xvAo Conn U� TOR CIIGIILATIOILT.• NEUTRAL CALCULATION: LIGHTING, ALLIANCE, LAUNDRY LOADS: 14283 VA 3000 VA • 10M, REMAINDER • 35% NET LOAD: 6,S4S VA RAI- T ; 12AJ00 • -10% 8,400 VA DRYER: 5000 •'10% 3500 VA TOTAL 18048 VA NEUTRAL AMPACITY: 18,48E / 240 • 18 A 12 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 312/0 CU, THILN . IY CU IN 2' CONDUIT OR 3 '4/0 AL, THLN • I'6 CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG_) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 1201240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/ZP MCB TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EOIIIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 24 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD r LONGW000, FL 32760 PH: 407-7748078 FAX: 407-7744078 wwwAbdesigngroup.corn M 1. 0003328 0 a C t: 2 sVSDiv. se L01`. SILVERADO LOT 40 BLK 6 Pm ocT# 04128.000-04061 4EJB "2807— ELLE" aARAGM swam: RIGHT P'rIRST FLOOR ELECTRICAL PLAN 150 MPH EXP. B STATE OF FLORDA,* D � 10/18/17 sCAIM 1/4"=V-0" alma T 8 ri ELECTRICAL LEGEND SYM501- DEFINITION NOTES MV OUTLET ]•. O dLe POLE W, OUTLET MY OUTLET rov] Or corm •ROD errrow yl epv OUTLET new-W •l~ rY ]a[Anee IAMPM RaWTaM TTP!] n4V OUTLET 141� C•anecrKw EM. WIEPW4 P aurLn awalo FILLT �j ewcw Z. !-W4T CPlR �D4 SUTCM 4-WAY OPER a" nOUaED LOW CE.— L— �0\ v, Lw.rnwn PRDLP e ♦B1T. raw � on PO! ea R. vs]r. raw W.lel/f ion Ppt e6 ri. V FocruR lY"[CY TaD DT 4 Llaw ]-aLLa MM awa►o nualaeen �p = _p_ 4• naom ma W-21 X COG 4•TRapC Ltlwf PANAY � nETER r raT 1 w � ® y,Op I{� . o WLL 1'1o1MlD a•R?R DIIEGTQ! ean. saaL� aLl1l� CAIMM s]ae o[rtcrae coeo Krot-Da•F.0M W4L s a DR OF woT Lces w! PMCO LI oWurLc�r �° TELET�a! JAOc WTB! K4TER DNOOIMGT TO !! RtvaTe a•L DIICMiCf AN6 TO eE ..roRa Lr6 F.•LM1 amaoarrE W aox ®Y ald FOR ROOD LIpM IQTTaD I-Q Pa Puewamow rde o+rge .--�• ues PORT LOCATION OF TV JACKS 4 PHONE OUTLETS U FANS TO BE VERIFIED • HOMEOUNER PRE -CONSTRUCTION MEETNG. ALL RECEPTACLES M ALL HA5ITA5LE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS CF FDCR 5TH EDITION (2014). 20 AI-IP DEDICATED LAUNDRY CIRCUIT. GFI • ISLAND (NOT ON KITCHEN CIRCUIT) D-I !..5-IER DISCONNECT TO BE LOCKOUT N PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION 1415,013 FECR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC LADLE PER ELECTRICAL PROVISIONS OF FBCR 5TH ED (2014)_ ALL WORK TO COPIPLY OATH ELECTRICAL PROVISIONS OF THE FDCR 5TH ED (29"), I I I I 1 I I I I � I I I I I I I I I I I I I I I I I I I I I I L- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J A III C N I T! C T 8 6 Groin 41 N. F'ONALD REAGAN BLVD. LONGYVOOD, R 32780 PH: 407.7748078 FAX: 407-7744078 www.abdealgnVmp AA #: 0003325 F y 8 w 0 a y O eF C aUDDIV. & L07` SILVERADO LOT 40 BLK 6 04128.000-04061 ANODIC , 4EJB "2807— ELLE" GARAOS OVUM RIGHT pASECOND FLOOR ELECTRICAL PLAN 150 MPH EXP. B DAIM 10/18/17 OCALM 1/4"=1'-0" al!!1 = 9 HVAC NOTES L ALL rOaMMICAL Oa1OTNIT NMSLL 010 FROVO W MIN PROPER CLO/RA IM FM S/lVICSIR POR 2. ALL DIICT WI&I NSTALLOD N N06-00IO17HOP MMAS, 1L 01 0"7X M Q A VALUE CP NO LESS WON 1111114 RA7NW ALL 85" SMALL OO SOAILM WTH aLAN AM 4 11ASTIR AND NSTALLOD AS P/! POM S7N ROM04 (MI4) POIC" CwAL OLD& CDDO MGTION "S, & ALL P-W DUOM SMALL tM A4MROVOD IL w CLAN I Aft DUCT AS POR MFPA 710A 2-bJ 4 PRDN AN WAIVE, M LOCA7OD CLOSER 7114AN M PT. POM ANY CiMiY OR VWfr OUILET, OR SASTARY VNNT OIIIL OT L ALL W MMT AO OYPSDM ANt SLOT DU=% l"L OM OOIOIR=10I) OF SIVO N SAW FWTAL OR 07HI! ! 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NOTE ALL WVAC TO HAVE PROPER PANS W/ DRAINS ATTIC —""'"' C EXTERIOR WALL PLENUM CU - ? i 1 AIR RETURN SUCTION AND LIGIUID AIR SUPPLY REFRIGERANT LINES AIR HANDLER--4�1 1 WALL VC CONDENSATE DRAIN LINE EVAP. TRAY LEEVE TO LINES BELOW SLAB tL-10E7XTERIOR REFRIGERANT LINES TO PLATFORMRETURCONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAM, AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 301.2.1.1 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG -- -- — � FITTING OR EXTENSION TO I I SOIL OR WASTE AS REGIUIRED — INSIDE I WADE 8240-K JOSAM 56000 I SERIES NICKEL BRASS TOP CAULK J I P.V.0 OPTI/SPEC �— ��------— v INy. SEE —ATE PLAN (D L00R SLAB CLEAN -OUT (TYPNl LEGEND ® SINTLY AR WN MW! tg RE1{NN AM AICLL ® am-wLL OR I WY omm — SOLD Lw- arnr Imm — Spam LNle RETUN 71111111m 1 OALA om DA'POR OR OOD e CaLm Immmum PAM CiN.Ni1i NNfiMMT PAN 4 LISIT OVA cum= AN! m THIM11" TAT m P'AN-TH111 AM 011.11. SECURE STRAP TO CONC. CONDENSER W/ (2)-3A6'X2' TAPCONS UNIT SIMPSON WE, ROLL STRAP OR ECUAL 4' CONCRETE SLAB SECURE STRAP TO WIT W/ C21 'SXI 1/4' SST. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 121 FROM STRUCTURE COWTERSL NK CD. PLUG 1' 6' SEE SPEC. I'-S•XS• CONC. FIN. CsRADE OR PAVING FITTING OR I I EXTENSION TO SOIL _ OR WASTE AS — REOWRED I I Y _ � 917E PLAN nEXT. GROUND CLEAN -OUT (TYP ) PATIO i 14XI4" 14XI4 r' DINING OWNER'S 12' SUPPLY LIVIING SUITE FROM CHASE ABOVE �y 1 12XS 14XII I I i 12X5 12XS ' j O i T 41, B IX4 P R,ri \ (B) 10X6 BATH F/L VENTS 7-tj 14XII T.T.L. PAN. -- - -1 — _ 14,8X4 OWNER'S 11.LC BAI i STOR — � II FLEX z v �I i 14X6 PASS THRJ WITH OPT. DOORS AT FLEX ROOM GARAGE PORCH O 0 FIRST FLOOR MECHANICAL PLAN Groin 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAIL 407-7744078 www.abdesigngrouP•corn AA #. 0003325 y w 0 h a Fe G 21 sVEIDW. A LOT. 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FLABHNG O MOT ADD DBTO, 36' WIDE AND AND MUST BE A MN 24' WIDE META-. 0 RMEMLAW 6MNCLES Oft. TOP PLATE 2X4 W' OG MAX SECURE 2X4 UV 2-4W TAPCONS OR DRIVE Ph MN WA4C SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 0.1 Wm 1' EA END NOT TO EXCEED M' OG MAX 2X4 SOLI[ eLoacINJG SECUM TO 01EATWM VTF MK 2-12d PER BLK EA END 2 WITH WINDOW SCALE: UQ'.I'-0' PRECAST HEADEIYMM) 2 X 4 MN 2 X 3) 1-3/W TAPCON IVE RIVE PH (MN SHAW SIZEJ45 DR MN FEAR SIZE 300 MN E 110ff I V4') IS* FROM EACH END AND W' OG MAX MN 1-1/4' EMBEDMENT 2 X 6 MN 2 X 3) 2-3/16 TAPCCN OR DRIVE PIN MN SHNK NZEJ4a MN HEAD S13 3" MN EMBEDMENT 1 V49 a' FROM EACH ED AND W' OG MAX MN 1-VA' EMBEDMENT 2 X 6 (MN 2 X 3) 2.3/W TAPCON R DRIVE PIN MN SHAK 312EJ45 MN READ SIZE 300 1/16' 08B 51EATHNG MN EMBEDMENT I V4') 2x4 W' OZ. MAX a' FROM EACH END AND W' (WEN OVER W' N W.'T) OG MAX MN 1-1/4' ET'BEDMIDU 2X4 SOLD DLOCKN' SECURE TO NEATMNG UV MIL 2-12d PER OLIO EA END ARCHWAY DETAIL 4 16 AND UP SCALE: I/J'• 1-0' 5 CLOSED VALLEY FLASHING DETAIL KTS. T'a1B8 aMPaoN I/1' CLG. BOTENT. SP4 . 32'. 8R'1POON SP4 2X4 DBL. TOPP PLATE PLATE OL. • 32, oz. V2' DRYWALL 2X4 WOOD STUDS .W' OC. UNO. ON TRUSS PLAN 2X4 CONY. STRESS BLOCKING MD -WALL 2X4 PT. PLATE ' BPIPSCIN 8P4 . 92. OG MAX I/J'Xa' 3Y OL. �• EMBE, DMENT CONC. BLAB 2 s'. CCW. 1-STORY INT. BEARING WALL 7 SCALE, .. MOTE: FOR WALLS WINO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. DOUBLE TOP PLATE 2.4 CONTNOUS STRES6 BLOCKING. MD WALL 2.4 STUDS . W' OZ. MAX, UON. i' T f C. SUI FLOOR GLIEC BT FLOOR STUDS TO 2ND FLOOR STUDS 54IF-30N MOTA-36 a 32' OC. MAX PRE -ENG FLOOR TRUSS DOUBLE TOP PLATE 2x4 CONTINUOUS *TWOS BLOCKIG MID U4LL 2x4 STUDS . 16'Or- MAX UOK 1/2' GYP. U-. BD. SECURE BT. PLATE TO SLA UV I'x5' ANNC 4OR BOLT W/ 2' WA51ER SET N SIMPSON HGH 5TREWTH EPDXY U' EMBED. MN SI PSON SP4 . 32' OL. MA: �Q11NT. 2-STORY LB.W. SCALE, V2'.i'-0' PRE-ENG TRUSSES OR CONV. FRAMED RAFTERS J' OBB. SWATHING. OR I' COX PLYUIOOD SECURED PER FASTENER SCHEDILE 2.4 BLOCKING UNDER WALL STIRS 8CUE BETUEEN T16186 BAYS UV (3) Qd'. EACH END 2x DOUBLE TOP PLATE STUDS . 14' OG MTS-Q . EVER STUD 2X4 BT. PLATE DORMER n9 ATTACHMENT SCALE: V2'•I'-0' DBL. TOP PLATE SECURE 2 X RP TO FIT UW-Qtl6 6'-V OL. MAX TT' TEXTURED FINISH UA6' OSD SHEATHING 7 X4 WOG MAX. /•FEN OVER W N HEwRJ 2 X 4 (UNDN OVER W N HECfR.) 114' TO'PKIED MAGONRE CLUE N NAIL UVSd'6 B-Q' Or- r NEEDED 2 x SOLID BLKr.. ARCM SECURE WR-Qd EACH END `---MTL UDW FRAME NOTE: NO GAP . UDW FRAM TO EXCEED V4' 1'-0• 2 X 4 MN 2 X 311-3/16 TAPCON OR DRIVE PIN MN SH•YK IMZEJ45 MN READ &M 300 MN EME01XIENT I VA') a' FROM EACH WO AND W EXISTING BLK ASV. OG MAX MN 1-iW EI'BE17ENT 1/4' TEXIIRED FNW/1 2 X 6 (MN 2 X 3) 2-3/16 TAPCON l/a' TEXTURED FN16H OR DRIVE PIN MN SHANK SI?FJ46 MN HEAD SIZE 300 TA6' OSB 8MATHING MN EMBEDMENT 1 1149 6'PROM EACH END AND W' 2 X 4 W' OG MAX OG MAX MN I.V4' [FBEDFENT (WHEW OVER 16' N HEIGHT) 2 X 4 (WREN OVER IS- 2 X a MN 2 X 3) 2-3A6 TAPCON 16, N HEVifT.) OR DRIVE PN (MN SWANK SMMS MN READ SIRE 300 MN B!!DC ENT I V4') 2 X SOLID BLKK . ARCH SECURE UV/-Qd EACH END a' FRROM EACH END A 0 W ATTACM@( "T PER OG MAX MN 1-11I' !M'BlOM'Q(T MANUFACTUER'S SPECS, MTL UDW FRAME 114' TEMPERS MABONTE MINUTE: NO GAP . WOW FRAME GLUE I NAIL W/Sd'O b•-Q' Or -TO EXCEED VI' F NEEDED. ARCHWAY DETAIL rjD_1 CUTAWAY 6CA.LE: IR'.I'-0' ROOF TRJSS UPLIFT CONNECTOR NOT SHOUN FOR CLARITY (SEE SHOP D I 5.) EXTERIOR WALL SHEATHING (SEE NOTES) FASTEN EACH STUD TO DBL. TOP PLATE W/ LISP BPT24 NAIL PER MAdIF. SPECS. SECTION AT TOP OF EXTERIOR WALL 6 SCALE: NTS ASPRALT SHWILfS OVER 30 FELT ON 1/16OSH. PRE -ETC GABLE TRUSS SPF STFFBACK (SEE BEALD ENG. PACK FOR SUE f CONINECTK.T) 2.4 SPF BLOCKING BETUEEN TRU86ES U6ERE 'X' BRACING IS PRESENT CONT, 1,4 SPF RAT RN SEARED UV (2) Qd'.. EACH TRIGS (2) 2.4 •A S.T.P. DIAGONAL BRACE WV(3) Qd'.. EACH TRUSS (DIAGONAL X-BRACNG TO COVER 5-TVWWS Ih GYP51AT BOARD OR k HK.H STRENGTH CLG. BOARD DIAGONAL BRACE . CENTER OF TRUSS SPAN OR HKiEBT RIDGE. DIAGONAL BRACE TO BE . ANY SPAN B'-0' OR GRATER REFER TO TRUSS ENl FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. C-0' TO 30'-C' (I) X-BRACE 30'-1' TO 60'-0' (3) X-BRACE (1) X-BRACE . CENTER AND (2) BRACE DIVIDED EORLALY FROM CENTER TO END id GABLE X-BRACING 1 v SCALE: VA'.I'-C' 2x RIDGE ONE SUE LAi'!R THAN RAFTER SIZE MN (3) Qd NAILS OR MN (4) 10d CAN NAILS b'6 COLLAR TIE AT EVERY OFFER RAFTER 0 MN (3) QO d NAILS R MN (4)10d CAN NAILS b,a NAILER SECURE TO TRUSSES BELOW UV (2) Qd NAILS OR (3) IOd CAN NAILS a EA TRUSS' RAFTER TO TRUSS MT6-12 CREATE VOID FOR STRAP ROOF DECKING OVER PRE-ENG TRUSSES PRE-ENG. TRUES ,Ea„e,E 10 CONV. FRAMED ROOF MIBTA-74 RAFTER TO BLKG SCALE: IR'•I'-0' BETIIEEN TIH169E9 0'-0' TO 30'-O' (1) DC BRACE 30'-I• TO 6&-0' (3)'XBRACE (U A' BRACE . CENTER) (2 'X BRACE DIVIDED EOJJALY FROM CENTER TO END) FIBEI'LAW 814NGLEB OVER 30 FELT ON TA6. OSJ9. (2) 2X4 R STP DIAGONAiL BRACE --/ UV 3-12d . EA TRUaB ( DIAGONAL BRAG TO COVER 5-TWLIOSES 2X4 BLOCKING U•ERE 'X' BRACN6 16 PRESENT 12) 10d NAILS EA END TO TRU66 SPF STR•6ACK (SEE SEALD ENG. PACK FOR 84ZE 4 CONNECTION) 1A6' 080 SWATHING — U8E Sd NAILS AT 4' o EDGE f 6'., FIELD OR BF'PBO/NXMSiA-24 SHEATHING NAILING TO ISE 6' Or- N FIELD 4' OZ.-ALL EDGES UVDd NAILS TRUSS 24' OG 1/2' CLCi BOARD NAIL CONT. RAT RN TO TRW UI/ (2) Qd . EA TRUlS5 2x4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD W' OL. MAX. n2-STORY GABLE END CROSS BRACING SCALE: V2•.1'-O' • IMS UPLIFT SIMPSO'i NTSMQO W./10 10d TO TO" AND (4) 1/4' x 2 1/4' TAPC40N6 TO COIN POURED LINTEL •2350 UPLIFT (2) SFTPSOM 14T8MQ0 INSTALLED ON OPPOSITE FACES OF BLOCK WALL WAV led TO TOM AND (4) 1/4' x 2 1/4' TAPOO NS TO CENT 12 KT9. 12' Z FINISH a LANDING L 3/4' PLYWOOD FF. i � I DBL 2X6 I \ ( I 36' MIN. FIN15- 1 � V VI 3/4' PLYU100D WITH LANDING DETAIL 4 12-D COMMONS WINDER DETAIL NAILED THRU 3/4' FINISH •LANDING PLYWOOD INTO 3/4' PLYWOOD FF. EACH STRINGER LESS THAN 4' TYP. 3-2x12 5YP STRINGER D_BL 2XI2 2XI2 TREAD ETWEEN SPINDLES REINFORCED W/2X4 SPF CUT TO FIT FLOOR JOIST W/CONY. BEAD OF IX8 RISER SUB -FLOOR ADHESIVE m' PL-400 OR SIMILAR a i HAND RAIL EA HORIZONTAL RUN SECURE TREADS TO STRINGER m W/(3n 3' SOWS a EA STRINGER, UNTHREADED SHANK I2' DRYWALL TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING IXIO TRIM NOTE: I' NOSING TYP. STAIRS RISERS TO CONFORM TO FBCR 5TH EDITION (2014) (3) 10d GUT!NAILS -1-3/4'3/I6'MAX. MIN. TREAD 10', MAX. R15ER VARIATION IN RISERS/TREADS SLEEPER IN m Q ADJACENT TO EACH OTHER SLAB F 3/8' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4' .-1/4' OR PROVIDE EQUIVALENT GRASPABILIT7 3 STAIR SECTION DETAILS 6 WINDERS- MIN. ' WIDE 6 NARROW END MIN. II' WIDTH a 12' FROM NARROW END SCALE: 3/4'.I'-0' 34' MIN. HANDRAIL HGT. GroO L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.W78 FAX: 407-7744078 W RU.i bd86l[agl W PASII I AA III:0003325 h W O O C sumrv. at IAOT. SILVERADO LOT 40 BLK 6 �soascs'� 04128.000-04061 �>oM, 4EJB "2807—ELLS" OAI►Rwgis S1R190: RIGHT PA O]& MISC. DETAILS 150 MPH EXP. B 2Q FDAM 10/18/17 1/4"=1'-0" D5 PRODUCT APPROVAL LISTING -SHINGLES -STANDARD PRODUCT APPROVAL LISTING EXPIRATION DATE FL low" SIMPSON STRONG -TIE C4 STRUCT CDMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 10447-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 10456-R3 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 17236-R2 LISP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17244-RS LISP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17243 FL 17241 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 1Z131/202D FL 17244 FL 6223-R2 FL 17236 LISP STRUCTURAL CONNECTORS STRUCI COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 7473-R6 EAGLE PRODUCTS ROOFING ROOF TILES 2014 FBCR 12/31/2018 FL 12019-R5 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2014 FBCR 3/2/2020 FI.17624 PLYGEM PANEL WALLS SOFFIT 2014 FBCR 7/31/2019 R 14039-R2 PLYGEM SINGLE HUNG 2014 FBCR 7/31/2019 FL 14634-112 PLYGEM SLIDING GLASS DOOR 2014 FBCR 7/31/2019 FI.15264 PLYGEM WINDOWS MULLIONS 2014 FBCR 7/31/2019 FL 14253-R3 PLYGEM FDLED GLASS 2014 FBCR 7/31/2019 FL 15217-PA MI WINDOWS & DOORS SINGLE HUNG 2014 FBCR 12/31/2017 FL 13349-R4 MI WINDOWS & DOORS SLIDING GLASS DOOR 2014 FBCR 12/31/2017 FL 1533M MI WINDOWS & DOORS WINDOWS MULLIONS 2014 FBCR 12/31/2017 FL 15076-R3 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2014 FBCR 12/31/2017 FL 5678-R3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 5684-R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 15279-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 5891-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2014 FBCR 12/31/2019 FL 30758-R6 OWENS CORNING ROOFING ROOFING ACCESSORIES 2014 FBCR 04/13/2018 FL 10477-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13192-R4 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13223-R3 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13265-R2 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/0112018 FL 4103-118 TAMKO ROOFING ROOFING ACCESSORIES 2014 FBCR 12/31/2018 FL 7006-R9 IKO SHINGLES 30 YEAR 2014 FBCR 9/6/2021 FL 158-R8 CASTCRETE STRUCTURAL LINTELS 2014 FBCR 9/11/2018 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2014 (5th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 09/26/201 A R C N I T E C T• Groin wl N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAIL 407-7744078 www.abdesigngmp.com AA is 0003325 A Y h s M c sysuff a lar: SILVERADO LOT 40 BLK 6 PROJDC1y 04128.000-04061 AWDM- 4EJB "2807— ELLS" GARAGs BwnNG: RIGHT PAGE PRODUCT APPROVAL LISTING 150 MPH EXP. B rpnnrr D 10/18/17 BCAZM 1/4"=1'-0" gums r D6 30RED CONTROL JOINT NGE OF C011T1R7L JOINTS TfJ UARED TIED TO LATH a 9' . MAX (VERTJ. NQ.TEL DO FASTEN CONTROL JOINT TO .L EVEN F STUD EXISTS rOND EXCEPT STAPLES III/ LEG MAY BE USED TO TEMP. LISTENERS TO BE 6PACM T' Or- MAX VERTICALLY %' THICK 3 COAT CEMENT PLASTER VANS LAYER 9, FORTFBER BUILDING PAPER APPROVED METAL LATH FASTENED al' (VERT.) Oz. MAX AT SUPPORTS WRO LATER 1, STUCCO U.RAP WOOD 6 EAT14NG \ HINT ,7H SHALL NOT #SHALL ccTNTIsOL \ ieouGclowtalow NNTa BUT SHALL - STOPPED AND tD AT EACH SIDE. PROVIDE 2X4 BLOCKY iR A6TM CI063 PLACED FLAT MAX W TO S' SJA \ FROM CONTROL JOINT LINEN CONTROL JOINT FALLS ON lASTENERa FOR LATH TO DE NAILS OR 8711SY.TUQAL STD MAPLES N COMPLIANCE W/ ASTM C 063 WRE TE6 TO BE (NO. W E 0,04T9' WI BLOCKW. SHWN MAY BE N ADDITkpk \ WALL STUDS REQUIRED PER PLAN i "M" TYPE CONTROL JOINT OL FOLD NUMO • R. ®F0.D OLFQD MLYO R. A L daTAsc • Pf. e s aa:Asa . Pr. c n OL FLLD •IIHIO • PT. A �.OEA![ • Pr. e s Or: •PT.0 w FOLD PT. c DVS• PT. s TAL n. c rouclas eorra, FL.NGE re eDrlpO ~�� YH1R TRAM eeAL FcaD. oa ua an. THICK 3 COAT CEMENT .AATER ~1114 W- t C T BUILDING PAPER ~111 p 11 UI® LAYER 1, STUCCO WRAP(Hwre pan LAP LAYB+e LP ANW, V OM1L•alli R FLqYrIAC, OP imilsimmA60YE paY1 F14e[ a:OL ID(ICepP NOTE, APPROVED S+ULDNG WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) N 6• • HORIZONTAL LAPS. ALL SEAMIS NEED TO BE TAPED WITH FORTIBER 8/EAT14NG TAPE LATH VERTICAL LAP TO BE I' — I I METAL LATH UM LAYER 1, STUCCO WRAP ♦' nM vAPER LAP eELCUI —Y / WRD LATER 4, FORTFIBER \ BUILDING PAPER JI 2 A LAP 6cuE. I In•.r-m• (4) KICKOUT DETAIL w� 66 eALL FLAAM64 s SOLO T Q2 aSIL IV DR 6OLDoe. �YfJE)Y S , RIQIIL NM,Y.L ICIDCOIR FLAMaAS AT aORp1 Q IPR'F . .I•LL NIBY[CTKFe VERTICAL LATH & PAPER DETAIL NOM SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMT MEMBERS. T1EY SHALL BE TIED BETUEEN SUPPORTS WITH 0,0418-K (121-Mn) U111E AT INTERVALS NOT MORE THAN 9' (229-M M). AS PER ASTM CI063 TSl FOR REPAIR OF TEARS N WRB LAYERS, TEARS MAY BE PATCHED UYFIOUSE WRAP TAPE PER MA NIF. SPEC, OR FEEL 4 STICK ,- THICK. 3 COAT CEMENT PLASTER METAL LATH UM LAYER R, FORTFBER BULDNG PAPER UI® LAYER -1. STUCCO URAP WOOD SHEATMI G WOOD STLE S/EATHI G PAPER STUCCO HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING OR CMU WRS LAYER 01, STUCCO WRAP (FRAME ONLY) ¢' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (EMU) METAL LATH (FRAME ONLY) LAP WIRES 4 TAPE OVER ROOFAUALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. W.W SELF-ADHERNC MEMBRANE y FLASHING MATERIAL) OVER Ilk FIOUSE�7\ WRAPING(C (COMPATIBLE 4. APPROVED HOUSE WRAP. I' OR LESS PIPE PENETRATION i CUT AND OVERLAP ONE SIDE OF / SELF -ADHERING MEMBRANE FLASHING STEP h INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS — REOUIRED TO SECURE PIPE/ URE TO FRAMING 3,4'�FIFE I-- N.T.S. 6'x6'SELF-ADHERNrs MEMBRANE FLA8NNG (COMPATIBLE W/ HOUSE i WRAP MATERIAL) OVER 4'x4• SELF -ADHERING MEMBRANE FLASHNG OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE ���p CUT AND OVERLAP ONE SIDE OF 5TEP 02 FLASHINGMEMO YI® LAYER 9. STUCCO WRAP URB LATER 4, FORTFBER BUILDING. PAPER METAL LATH Wxo' SELF-AD44ERING MEMBRANE FLASHING OVER 4'x4• SELF-AD4ERNCs MEMBRANE BRANS FLASHING OVER Ki'ROVED HOUSE URAP. FLASHING TO EMBD CMO PIPE —4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE URN. J FLASHING TO EXTEND ONTO P+PE —V CENT. BEAD OF SEALANT INSTALL APPROVED HOUSEURAP AIR SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECTION PER FUC RTaaa+ Erlar IMlllp WW oW1aFe� Fslrbr — a porSexl amen FI.N. qr1 ax,gly w YR LRi'tlm l ropJnwnvih a ASTM C I2�+2A IrrLW+bn a •zbrbr wIN Q"lmirg � ax,ply wie ASTM C 106¢17A LEGEND DRAINAGE PLANE (WRB LAYER *I, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO - . WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER FBC R-103.io.1 / ASTM C-84-1-013, MIN. 2.5 LBS. PER 5a. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A E C N I T E C T 8 Groin 1441 N. RONALD REAOAN BLVD. LONG WOOD, FL 32780 PH: 407-4 45078 FAX: 407-774-4078 www.abdeslgngroup-corn AA S. 0003326 b i �i 0 a y O F 2 EIVfi m a. I401`. SILVERADO LOT 40 BLK 6 PROJDCTT/ 04128.000-04061 WODm- 4EJB "2807— ELLE" aABtAO! swam: RIGHT PAGM: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHrrECr- STATE OF PLORDA CT 2� ROLMD A CPA AR NO W723 D F-FmzmT 10/18/17 sCAUft 1/4"=l'-0" alcow WA1 BACKER ROD BACKER ROD WRB LAYER'(, STUCCO WRAP INSTALL 6' SELF -ADHERING MEMDRANNE FLASHNG OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, I. BOTTOM, 2. SIDES. 3_ TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES. Y1 CAULKING • JOINT ALL AROUND PER FBC R703.6.1 EAerlor la ft end ftsterirq Exteft we of poMand cement plaster shall campy with the applicadw requln ments of ASTM C 926-12A Installation Of exterior lathing and framing shall oon" with ASTM C 1063-12A. HOODED VENT X J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) WOOD SHEATHING WRB LAYER -1, STUCCO WRAP WI;a3 LAYER 2, FORTIFIBER BUILDING PAPER WOOD — 0"TUCTION —METAL LATH S' cm VNYL CASING BEAD `C W RAISED BAND )J' TO V run.uu i . WEEP SCREED 6' WIDE STRIP SELF AD4 ESIVE FLASHING, CLEAN MASQNRT BEFORE APPLYING Z FLASHING STONE VEI.EER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK( LEGEND DRAINAGE PLANE (WRB LAYER "1, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO 0 WOOD SHEATHING �TlT/7TIT/TIT SELF—ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER FBC R"103.6.1 / ASTM C-847-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP a SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT a TOP a SIDES 6B DRYER VENT (BLOCK) BUILDNG PAPER OVER 'QUICK FLASH' PIPE THROUGH — WALL 6' SELF ADHESIA FLASHING (INSTAL PER MANIF. SPEC BUILDING PAPER UNDER 'QUICK FL, x-WENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT a 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT PLASTER Ye TO Ye' MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING _woor_> FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING N APPROVED HOUSEWRAP FOR BOX INSTALLATION WPM LAYER -1, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TFIA' NO MEMBRANE ENTERS BOX, APPLY TO FAX EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC WOOD CONSTRICTION a' cr1U WOOD SFEATHING WRB LAYER'(, STUCCO WRAP UIRB LAYER 2, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • l' O,C. MAX K' TO A, Mn-WALL VEEP 90REED �W WIDE STRIP SELF ADFESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING FINISH • MASONRY TEXTURED 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK( STEP #1 STEP #3 e' WRB LAYER 01, STUCCO WRAP CUT 'X' INTO ><, SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED UNS LAYER STEP #2 APPLY 60 MIN GRADE 'D' FELT OVER kl SELF -ADHERING FLASHINCs OVER APROVED HOUSEWRAP WRB LAYER *I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.Y. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STE-P a& OELECTRICAL RECEPTACLE AtICN IT[CT{ Gro 1 ino 141 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.7744078 FAX- 407-7744078 www.abdesigngroup.com AA#,. 0003325 M y 'd 0 a y 4 3 x SvsD:v. kl SILVERADO LOT 40 BLK 6 Pnoascw 04128.000-04061 1[oas>� 4EJB "2807— ELLE" GAItAGR 8'W32M: RIGHT PAOlft WALL ASSEMFI Y DETA-LS 150 mpi 10/18/17 x2mm" WAS WOOD SHEATHING WOOD CONSTRUCTION V HAT CHANNEL W/%' TYPE 'X' DRYWALL WOOD SHEATH' WRLAYER 1, STUCCO WRAP i' THICK, 3 COAT CEMENT - PLASTER WRB LAYER 1, STUCCO WRAP AMICO AM66-U9UC-TB0 CUSTOM CASING BEAD WRIS LAYER 1, STUCCO WRAP UPS LAYER''[, FORTIFIBER BUILDING PAPER ]' THICK 3 COAT CEMENT PLASTER W SAF. A TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 4' POSITIVE DRAM w9ZE KEE i 6' SELF-ADHIERENG FLASHING WRAPPED A TOP OF WEEP SCREED TO SHEATHING BELOW _ WRS LAYER 1, STUCCO WRAP - 1, LAYER -2, FORTIf BUILDING PAPER - W SELF-ADHEREING FLASHING WRAPPED A GORIER OF CANTILEVER 4' POSITIVE DRAM NO GAP INFIELD —/ (SHCUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD lOA DTL. (I CANT. SCALE: NOTE: METAL LATH: LATH TO BE PER FBC R703.ro] / ASTM C-84-1-0e, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED N PAINTED FINISH ;' THICK 3 COAT CEMENT PLASTER VINYL CASING BEAD 11 D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED N PAINTED FINISH I' THICK 3 COAT CEMENT PLASTER WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER -2 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2A2 HEADER L//- 4 POSITIVE DRAIN IiFFP ArQFFD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON RESISTIVE 1 RESISTIVE 2 %' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXT. WOOD FRAMED—,. WALL SUB -BOOR DECKING PRE-ENG'D TRUSS WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER R THICK 3 COAT CEhENt� PLASTER METAL LATH WOOD SHEATHING EXTERIOR GRADE DRY WALL a' THICK 3 COAT CEME PLASTER VINYL C01I BEAD - VINYL CASING BEAD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 10 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDINCz PAPER) METAL LATH STUCCO WOOD SHEATHINCx FINISH LAYER (2 LAYER PEEL 4 STICK) --\ 6' PEEL 4 STICK • DRIP EDGE TO DECK I JFXI % P.T. OR SIMULATED WOOD (TREX) FILLER, CONTINUOUS WATER PROOFING lot t� LAYER (2 LAYER PEEL �. STICK) WRAPPED FROM / BALCONY DECK TO —/ CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK—, I )S'XI V P.T. OR SIMULAT WOOD (TREX) FILLER CONTINUOUS Yi GAP FOR BAOCE� ROD 4 SEALANT FINISH LATER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH d' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD COLUMN SHEATI-ING WEATHER RESISTIVE I.. BARRIER -1 3' X 3' 26 GA- C%ALV. 1 WEATI-ER RESISTIVE METAL DRIP EDGE / BARRIER Q \ SET IN FULL BED OF SEALANT. IS' MM. SPACE FROM DRIP I 6' SAP. PEEL N STICK FACE TO TREX + 11(�'x3' VFLASHING FULLY EMIBEDDED 'i IN ROOF CEMENT I V X 3' 26 GA GALV. YW GAP FOR BACKER METAL DRIP EDGE ROD 4 SEALANT Y� GAP FOR BACKER SET IN BULL BED OF r- ROD 1 SEALANT SEALT, JS' MN. VINYL CASING BEAD DRIP :'plooANFROM TREX WEATHER RESISTIVE WEATHER RESISTIVE VINYL CASING BEAD f i BARRIER 1 BARRIER 1 WEATHER RESISTIVE WEATHER RESISTIVE WATER PROOFI \t j I( BARRIER -2 BARRIER ►2 LAYER (2 LAYER PEEL EXTERIOR COLUMN I STICK) \ ..wsewn I COLUMN SHEATHING DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA GALV METAL DRIP EDGE SET IN FULL BED OF SEALANT, JS' MIN. SPACE FROM DRIP FACE TO TREX WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER 1 (SHOWN! FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11A x—x—x—X EDGE INSTALLATION F-ADHESIVE FLA5HINCs — — \PEEL N STICK 6 ,' SAF. \ I J(2'x3' 'L' FLASHING SUB F j FULLY EMBEDDED IN ` � ROOF CEMENT I )$' X 3' 26 C.A. GALV. METAL DRIP EDGE I VXI 1S P.T. OR SIMULATED SET IN FULL BED OF WOOD (TREX)FILLER. SEALAfNT,JJ' MIN. CONTINUOUS SPACE FROM DRIP ACE TO TREX Yi GAP FOR SEALANT ANYL CASING BEAD OPT. BACKER ROD. WATER PROOFING lot MODIFIED W LAYER (2 LAYER PEEL 4 3/4 RESILIENT STICK) WRAPPED FROM HAT CHANNEL BALCONY DECK TO VINYL CASING BEAD CANTILEVER i' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL I METAL LATH W/TEXTURED N PANTED WOOD SHEATHING FINISH i' THICK, 3 COAT CEMENT 4' POSITIVE DRAIN tiPW=a or�cFn PLASTER VINYL COWER BEAD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN /W/"T" PT ecT4TMC-1) 2x FRAMING MEMBER WRID LAYER 1, STUCCO WRAP THICK, 3 COAT CEMENT PLASTER WRB LAYER 12, FORTIFIBER CORNER BEAD BUILDING PAPER FASTENED TO SHEATHING tv l' O.G. MAX. METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 01, 6'SELF-ADHERING STUCCO WRAP FLASHING WOOD SHEATHING ; METAL LATH i DRIP CAPS WRB LAYER 02, FORTIRBER BUILDING PAPER I WINDOW FLANGE 14A CORNER BEAD C FRAME 2 2 CORNER BEAD (FASTENER 4 SPACING a "I' O.G.) CMU %' THICK, 3 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD ® BLOCK WOOD SHEATHING LAYER 'I, STUCCO WRAP I i I LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH W J (EXPLODED rJ' THICK, 3 COAT CEMENT 'VIEW FOR PLASTER CLARITY) WRB'LAYER 1, i STUCCp, WRAP IH�, WRB LAYER A2, FORTIFIBER BUILDING PAPER-\X METAL LATH J' THICK, 3 COAT CEt PLASTER b'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) A R C R I T R C T R 6 Groin gn Ino 1441 N. RONALD REAGAN BLVD. LONGWOOD,750 PH: 4078 FAIL 4078 www.abdo.com AA /: I V 0 y O N FBLK as ionRADO 40 6 041P 2�8.00 —04061 MOD=- 4EJB "2807-ELLE" OARAOM ONZNG: RIGHT PAOM WALL ASSEMBLY DETAILS 150 MPH EXP. B DPamw 10/18/17 01130 P WA3 14 WOOD SHEATHING WRB LAYER -1, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH l J' TACK, 3 COAT CEMENT\ PLASTER 1 6'SELF-AD14ERING FLASHING VINYL ANGLED ' CASING BEAD DRIP CAP — WINDOW FLANGE WRB LAY STUCCO L VINYLA WRB LAY BUILDING METAL L, J' THICK, PLASTER 6'SELF- FLASHIN DRIP G WINDOW CASING BEAD C� WINDOW 15C (FRAME, W/BAND) WOOD SHEATHING 41 I WRB LAYER 01, itSTUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT vIEW FOR PLASTER CLARITY) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER 9' THICK,.3 COAT CEMENT - PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD Ya' GAP TYP CASINO BEAD TO TRIM IX TRIM MEMBER a STUCCO TO SIDING TRANSITION SIDING STUCCO WRAP ;' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER 11, STUCCO WRAP CASINGBEAt4 Fi' SELF-Ar_>WEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD %eATHING— UEATIER RESISTIVE BARRIER '1 WEATHER RESISTIVE ' LEAT1 ER 4 LL UG6' VEAAL SIDNG / 6'SELF-ADHERRG I LL FLASHNG 6 \ 1 / \ \ STARTER STRIP \ \ tfEAL4�tlNTi GALVD METAL \ \ FLASHNrLASHN ADHERNG G WEATHER RESISTIVE BARRIER '1 UEATHER RESISTIVE BAR DARKER 4 4}✓ 6' SELF-ADIERNG FLASHNG GALVD METAL z•FLASMPG Do NOT c.A1LK oR . 9EeLRmeri IY{ X6TRIM LME?'MR —��\ I I' WOOD TRIM MEMBERMAL \ \ SEAL GAP &CAWLKNG OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH 1 WINDOW FRAME f 1 / WRB LAYER'2, FORTIFIBER BUILDING PAPER 1 E-ZE-Z DEAD CASI�CASI� I (W/3/6' FLEXIBLE PVC BACKER ROD) ; ------------------------- SEALANT i I I WINDOW FRAME NOTE: I METAL LATH: LATH TO BE PER FBC I R103b.1 / ASTM C-841-013, MIN. 2.5 LBS. 1 WOOD 5I4EATI4INGz PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) i" f WRB LAYER 01 WOOD GCNSTRICTICN BEYOND - NG ' STUCCO WRAP WOOD SIEA44W. DRATWER94STIVE i 1 F6LA&4w. I ( ISARRrI // \ UEATrWR RESISTIVE BARKER -1 TO LAP WEERR RRESISTI VE / / \ OF 'ZZ'' FLAS/INGABOVE TOP WRB LAYER "2, FORTIFIBER RE AL SIDNG l BUILDING PAPER 6•SELF-ADHERIM. ' WEBER RESISTIVE FLASNlL'. `\ / RESISTIVE= I METAL LATH STARTER STRIP D�A�ER (EXPLODED D J" THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) CASING BEAD Ca) RAISED 17 A BAND ( FRAME) SCALE: 1 1/2' -1'-0' DO Nar CdLK I AL OR I Z7• FLLASYT)WW. / DO NOT CAl1LK OR GAL'/0 METAL ��' WEATHER RESISTIVE Z' FLAS14W. BARBER 9 TO LAP 1UIOOD TRIM MEM�R 6' MRL ABOVE TOP OF 71 FLASHMG E-Z DEAD VNTL GASNG I Y' X 6' SMLATED (IWi(• RLEXIDLE PVC / , u11uoD TRIM MEMBER 0160<1ER ROOD) \ / I ' SELF-ADFIEWYs 6' SELF-AD4ERING I , I FLASHNG FLA&4NG \ 7( W10 \� 1 CEMIR PLATER OR AP -ROVE SEAL UEATHER RESISTIVE \ _ UEATFER RESISTIVE DARKER 1 DARKER 'I WEATHER RESISTIVE E- j5zA"u DARKER -2 (U19t' FLEXIBLE PVC BARKER ROD) SIDING TO STUCCO --aft RESISTIVE ® FRAME TO FRAME R� TRANSITION 1 a7 WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY ---------------1 __ Z4" GAP TYP /CASING BEAD TO WINDOW --------------------------------------------- THICK, 3 COAT CEMENT PLASTER METAL LATH i WRB LAYER 02, FORTIF15ER BUILDING PAPER I WOOD SHEATHING / I I I i WRB LAYER h, STUCCO WRAP 6' WIDE PEEL 4 STICK WINDOW FLANGE - OVER FLANGE E-Z BEAD VINYL CAST 2X FRAMING (W/%' FLEXIBLE PVC MEMBER APPLY FULL BED OF SEALANT FLANGE 4 BUILDING WRAP BACKER ROD) I BETWEEN BUILDING WRAP -----------------------------------------------------------------------------------------------'- EZ BEAD WINDOW CASING 16� LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO - ' - • SELF-ADHESIVE FLASHING A N C N I T! C T 8 GroiIR� n 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdealgagroup.00m AA 4k 0003325 h 8 0 y 0 a e aysDiv � Lor SILVERADO LOT 40 BLK 6 041p 2� 8 00- 04061 moD 4EJB "2807—ELLS" GAnAGM swDKG- RIGHT PAGLWA'' LL ASSEMBLY DETAILS 150 MPH EXP. B ARCIiTEC P STATE OF FLORDA l F10/19/17 M 1/4"=1'-0" A4 A z --i -- - 2x6 SUB-BANb 717Z W/1'x4' NOTCH tv END, WRAPPED IN Tom, PEEL 4 STICK I - DRIP EDGE 1\\ va- 1 1/8' TEXTURED I \\ I FINISH e WOOD I \ I\ /8' 1/2' TEXTURED \ FINISH is CMU \ \ I Vl \ \ \ METAL FASCIA \ WRAP Ya' FROM \ a STUCCO, I' FROM \ WOOD WALL \\ EXTERIOR WALL \ \\ �\ (FRAME OR CMU) \\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY TT- \ ®ELEVATION ®FLAN A METAL FASCIA UiAP 2X6 SUB BAND -� ©FLAN B —ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) ` \ DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) I/a' TEXTURED FINISH a UC-J , 1/2' TEXTURED FINISH • CM fMETAL LATH WOOD SHEATHING OR CMU WRB LAYER -1, STUCCO WRAP (FRAME ONLY) U1RB LAYER 12, FORTIFIESER BUILDING PAPER (FRAME ONLY) ROO'ING CEMENT 11/8' TEXTURED FINISH tv WOOD, 1/2' TEXTURED i FINISH * CMU 2x6 SUB -BAND W/I'x4' NOTCH 9 __ ..7 � END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT A WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS h'-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH 9 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) DRIP EDGE METAL KICK OUT SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK—OUT OR CMU APER :DGE 2ENCE POINT FOR WALL OFF COMPONENTS) FLASHING, WRAPPED ABOVE BOTTOM OF _DGE -BAND NOTCH RAPPED IN I STICK CEMENT m =DGE vrI I I I cD FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/14'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY A E C N I T E C T i 44 6 Groun< i"i N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7748078 FAX 407-774-4078 www.abdeWgngroup.eom AA is 0003328 i 0 y 0 0 mmymrv. at LOT. SILVERADO LOT 40 BLK 6 raomw" 04128.000-04061 moassa 4EJB "2807—ELLS" GARAOZ swam: RIGHT PAOLW'' ALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B ARCHITECT—. STATE QF FiLOMA CrC11 D DATM 8/17 SCAM 1/4"=l'-0" WA6 N I T E C T 8 HOUSEUFtAP .�T 45' ANGLE MODIFIED 'I' CUT IN NOUSELLRAP LINE OF WINDOIU- OPENING I APPROVED HOUSEWRAP OVER SF-EATHING OVER WD STUD WALL STEP I EXTEND FL. I' BELOW SI FLEXIBLE F DO NOT SE FIN TEMPORARILY FOLD -UP 4 SEC HOUSEWZAP(O TUCK FLAP UND at HEAD FOLD HOUSEW IN AT JAMBS 4 SLOPE SILL R NSTALL W SELF -ACHE 'LASHING C VINYL HEAI BASHING ( DAMS) NAIL -LANCE EXTEND SELF-ADHE 3ASHING I' BEYOND Ji BASHING NSTALL At :AP AL15N FLASHING W1 INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES.(CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TF FLASHING AT THE FOLD DOUN DIAGC ACRID WNDC V'PLY %' NOM. :ONTIN000S BE, )F SEALANT AT A'IBS AND FIE/ W-PLY TO BACI NNIDOW NAILING LANCE IN LINE 'RE-Fkb4cw D IDLES OR SLOT 11DE ADHESIVE EX(BLE FLA5HIN VER DRIP CAP ECTO-WRAP EOUIv) WINDOW FLASHING INSTALLATION DETAILS O1 ( FULL WRAP) SCALE: NTS INSTALL PLUMB, L AND SOL MANUFAC WRITTEN INSTRUCT —APPLY `6cMBRANE FLASHING OVER JOINT _., I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HCUSEUIRAP, SEALANTS N SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. j2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS (WARNING: SEALANTS MAY REACT ADVERSELY IF NOT (COMPATIBLE. J NOTE: CLEAN AND BEAL JAMB TO SILL JOINTS WITH DOW IMS FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK I NOTE REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING I jNOT _ SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT GroDesign I 441 N. RONALD REAGAN BLVD. LONGWOOD. FL 32760 PH: 407-774SO78 FAX: 407-7744078 www.ebdesIpgroup=m AA 1: 0003326 F y �n y 0 c, N O J [IBLIK RADO 40 6 28�0 0-04061 BiODDic 4EJB "2807-ELLE" GAxAGM swam: RIGHT PA,s� WALL ASSEMBLY DETAILS: WINDOW FLASHING v. 150 MPH EXP. B FD I 10/18/17 sir WA5