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Home My WebLink About7763 Davie Ray Dr• STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR 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, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. DESIGN CRITERIA: • 11010A BUILDING CODE, RESIDENTIAL, OTH EDITION (2017) *AIL LOCAL AND STATE CODES *OCCUPANCY • CONSTRUCTION TYPE • MIN. INTERIOR FINISH • BASIC WIND SPEED *EXPOSURE 91—STORY RESIDENCE •2—STORY RESIDENCE 0 0 7 z - - - - - - - - - - - - - - - r -------------- n JIL_ 5" 0 A B A L — RESIDENTIAL, GROUP R3 - VB — CLASS B — Vult=160 MPH Vasd=124 MPH —C — MAX. HEIGHT AS PER LOCAL AND STATE CODES SO.FT. CALC.'S 12602 TELECOM DRIVE, TAMPA, FL. 33637 LIVING 1504 5Q. FT. GARAGE 3g0 50. FT. ENTRY 31 SQ. FT. LANAI 56 SQ. FT. TOTAL 2011 50. FT. Tel= (813) 740-9720 ABBREVIATIONS Fax: (813) 740-9715 ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD CL CENTER LINE MTD. MOUNTED CAB. CABINET MTL. METAL CLG. CEILING N.T.S. NOT TO SCALE CLR. CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSH BUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PLT. PLATE DBL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR. PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DP. DEEP R.A.G. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTL. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXT DR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR. SHOWER F.G./FX . FIXED GLASS SIM. SIMILAR E.G. FUEL GAS SL. SLIDING FIN. FINISH SL. GL. SLIDING GLASS FLR. FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL FR. DR. FRENCH DOOR SECTION FTG. FOOTING TEMP. TEMPERED GLASS GA. GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GL. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W. WASHER HGT. OR HT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD INT. INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON REVISIONS DATE DESCRIPTION 06/22/18 CONSTRUCTION DOCUMENTS ISSUED 02/21AS PLAN MAINTENANCE 03/28/19 REVISED LINTEL SIZE 0 ENTRY 06/21/19 ADDED LED LIGHTS TO KITCHEN 4 BATHROOMS PER MARK BOWES 10/15/19 ADDED 150'D LAYOUT 10/15/19 ADDED OPT. 8'-O' CEILING HEIGHT 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS 04/13/20 OPT. 8'-0' CLG. HGT.- REVISE ARCHWAY HEIGHTS INDEX OF DRAWINGS ARCHITECTURAL SHEET PG CS -COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATION "D" PG El -ELECTRICAL PLAN PG P1-PLUMBING PLAN PG M1-MECHANICAL PLAN PG D1-DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS STRUCTURAL SHEET # PG Sl -FOUNDATION PLAN PG S1.1A-DETAILS PG S1.1B-DETAILS P G S 1. 2 —DOWEL PLAN ALL WORK Sm. CoMpLy "TH F CODES FLORIDA 130LDiNG COC)E, PG S 1. 2A- DETAILS NATIONAL ELECTRIC CODE PG S2--LIFT BEAM PLAN AND NOT THEC O �PHYR ILLS INANCES PG S2.1A-DETAILS PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.1B-DETAILS PG SN1-DETAILS DESCRIPTION DESCRIPTION REVIEW OA.TE CITY OF ZEPH_-vi_ PLAN EXAMINER�/, Sul] 1441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti w u i a o A Q c 0 — 0 � 0 0 C 0 rr v co SUBDIV. & LOT: ABBOTT PARK LOT #34 BLK #9 PROJECT# 04181.000- 34091 MODEL: 3EAB 1504- ALLEX" GARAGE SWING: LEFT PAGE: COVER SHEET 160 MPH EXP. C 0,2 ND A. ABOUCHACRA AR NO 93723 PRINT 05 26 20 DATE: / / SCALE: 1 /4" =1'— 0" SHEET c s fi T- —_7 �- GENERAL NOTES SI 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. 2. 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 WINDBORNE 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. 3. 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 FOUND, 4 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. 5 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, 6. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. 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 THE ARCHITECT/ENGINEER. 10 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 11 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 12 2. AS PER SECTION 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 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN GYPSUM BOARD OR EQUIVALENT, TE WORK REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 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 SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 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. 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. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER 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 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 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) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH'/2" 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 WITH 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. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. 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 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" 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, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. 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 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION 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. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 U �E ui w u a o CQ o Lu , 4 cp � 0 0 0 a e a ti SUHDIV. & LOT: ABBOTT PARK LOT #34 BLK #9 PROJECT# 04181.000- 34091 MODEL: 3EAB 1504- ALLEX" GARAGE SWING: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C PRINT 05 26 20 DATE: / / SCALE: 1 /4" =1' - 0" SHEET GN 0 1 01 _ 0 11 6-011 231-51' IZ 41-4" 231-011 �I_�II 61-411 41-5" 14'-411 10'- 4 "1 IS'-4"/1, 5'-4" L'-40 , (2) 3052 ®�DUI111111111111111111r,IIIIIIIIIC�IIIIIIIIIIIIIIIIIIIIIIIIIIII❑o �OIIIIIIIIIIIIIIIIIIIIIIIIIIIIYIIIIC�IIIIIIIIIIIIIIIIIIII I PANTRY I l e' I = DINING ROOM I�'-511 I 81-4" v 21-4" 3'-8' I, 2'-10' , 0 LA u LIVING ROOM ow. _ 8'-0' CLG. I p ,• KITCHEN � 0 N cl ^W CA OWNER'S SUITE N 36 "x6 dJ '- SHWR COND PAN n n 8'-0' CLG. OPT. II II ° ap I `� I I SINK b2 RANGE b20 I 1R- ISH I W.I.C.- 2'-4 6'-4" I� 2-8 H N Fo ao 3-SH -%I LAV. LAV. F2- OWNER'S BEDROOM #3 BATH CLG. �IIIIIIIIIIIIIIIIIIIIIII❑o �� OIIIIIIIIIIIIIIIIIIIIL ul> II = FOYER `v V-0' CLG. r 21-5" N �'I1111111111111II1111111111111� �u I N CV N " 20 MIN 3- Wc. LIN. ° � 2'-411 `r BOLLARD HALL ATH $#� TUB/ SHWR ' `n AS REQ. PER BLDG. U > 2 -13 CODE GARAGE I�4 NI Ixpul � I,.t� Q 41 OATS � L - J BEDROOM #2 `4 8'-0' CLG. �n IL_ 3052 - SH EGRESS I 24'-0' 20'-0" 251- .{�} II Ud 15'-0" r% 5'-4" 3'-4" '-4" 2'-4" 2'-4" lm'-S" 201-011 -101 -011 FLOOR PLAN. SCALE: 1/4 = 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/6' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. III MIN SQ.FT. CAM'S LIVING 1504 50. FT. GARAGE 3SO SQ. FT. ENTRY 31 50. FT. LANAI 86 50. FT. TOTAL 2011 50. FT. MASONRY/ FRAME WALL LEGEND 8'-0' BLOCK WALL UN.O ON PLANS BRG. HGT. VARIES 4' INTERIOR LOAD BRCS. WALL U.N.O. ON PLANS 4" INTERIOR NON LOAD BRG. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'8' -ALL EXTERIOR DOORS TO BE 8' -0' UNLESS NOTED OTHERWISE COAPON EW AND CLADDING MILD LOADS BASIC NAND EXPOSURE FOR 3 SECOND GUSTS OPENMV08 AND TYPE SOUAFE FOOTAGE ZONE 100 MPH MILD M FEMAM MIN. WINDOW 10 5 37/-50 CRITERIA EXTERIOR SWING 16 5 36/-4-1 DR. MIN. CRITERIA S.G.D. MIN. 41 5 34/-43 CRITERIA 160�0 O.N.D. 112 5 31/-36 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE 03/20 N 11 4 n DBL. TOP PLATE @ m Ej- BAR DETAIL A SCALE: 1/2" =1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 x U � a Cti vJ V Lu � 1 _ a C e 0 C a E SX;BDIV. & LOT: ABBOTT PARK LOT #34 BLK #9 PROJECT# 04181.000-34091 MODEL: 3EAB "1504—ALLEX" GARAGE SWING: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C DATE: U5/2Ei/;eU SCALE: 1/4"=11- 0" SHEET Al I l i +/-15' -10" BLDG. H4GT. 4' FRIEZE BAND (TYP.) SNAKE SIDING AS SPECIFIED (TYP.) —� ro' TRIM BOARD (TYR) 6' RAISED BAND S -0 BRG. HGT. 1' - on COACH LIGHT 4 4' RAISED BAND (TYR) 0 0'-0' FIN. FLR.,i, S'-m" BRG. HGT. oL--- 1'-V 12 6� ��I�I7►Yi SCALE: 1/4 = I'-0' M 0'-0" FIN. FLR. - - - - - - - - - 6'-0" BRCS. H4GT. 1'-m" 0'- 0" FIN. FLR_OL _ _ ELEVATION TEXTURED FINISH OFF RIDGE VENT —FYPON BRACKET 5IGT11XI 1 OR EQUIVALENT —SHINGLE ROOF —4' RAISED BAND — 6' RAISED BAND (TYR) V-0" BRG. HGT. 4B A3 0'-0" FIN. FLR. OFF RIDGE VENT S'-0" BRG. HGT. BRG. HGT. m'-0" FIN. FLR. OL_ 1�6 OFF RIDGE VENT Xff LYSIONN Um SCALE: 1/4 = 1'-0' TEXTURED FINISH V - 0" BRCS. HGT. tl 4B I A3 co v d - - - - - - - - - - - - - - --�- m' - 0" FIN. FLR. LEFT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT oom Li ------------- ------ ------ ------ RIGHT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH j4S'-0" BRG. HGT. 0'-0" FIN. FLR. IV AREA OF ATTIC = 2232 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 2232 /300 = 7.44 = 1071.36 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER = 5 X 1071.36 PORTION OF ATTIC = 535.68 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. PERVENT TOTAL#OF VENTS REQUIRED = 4.65809 TOTAL#OF VENTS PROVIDED = 5 ,48'-0` BRG. HGT. BRG. HGT. _11_O" _ V-0" FIN. FLR. IV LOUVER DETAIL A SCALE: 1/2 a V-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 C u W � v � W V Q N 0. ci A o L, A 6N. 0 61 61 c h SUBDIV. & LOT: ABBOTT PARK LOT #34 BLK #9 PROJECT# 04181.000- 34091 MODEL: 3EAB 1504- ALLEX" GARAGE SWING: LEFT PAGE: ELEVATION "D" 160 MPH EXP. C PRINT DATE: 05/26/20 SCALE: 1/4"=1'-0" SHEET 1, ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET IIOV OUTLET 1/2 OF OUTLET WIRED TO SWITCH GFI IIOV OUTLET EGiUIPED W/GRND FAULT INTER+IPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION GROLM T GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER !�4 SWITCH 4-WAY OPER WALL MOUNTED LIGHT CEILING LIGHT O LED CLG LIGHT O 1/P LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN VENT. FAN I CFM PER SQ. FT. VENT, FAN W1L IGHT Q. I CFM PER SFT. VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) FLUORESCENT LIGHT 2-BULB WRAP AROUND (RECESSED) FLUORESCENT LIGHT 2-5ULB WRAP AROUND (SURFACE MNT.) 2' FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT PANEL OWN METER OSMOKE S.D. DETECTOR BAIT. BACK-UP w/ HARDWIRE WALL MOUNTED BATT, BACK-UP S D SMOKE DETECTOR W/ HARDWIRE ® S/CO CARBON MONOXIDE 8" 1OKE DETECTOR BATT, BACK-UP W/ HARDWIRE INTER -CONNECTED COMBO SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET TELEPHONE JACK WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT A/C AIR CONDITIONING TO SEE E 21 ONU'�' DISCONNECT THIS SWEET TY TELEVISION JACK CEILING BOX REQUIRE OJ-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRE TO BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT LIGHT STRIP 36' INCANDESCENT LIGHT STRIP 48' INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KEYPAD P$. PUSH-BUTTON FOR CHIMES �—�-► USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. s ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 6TH EDITION (2011) 4 NEC 210.12 2014 EDITION. * 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI 0 ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL * BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR 6TH EDITION (2011). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 6TH ED (2011). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH ED (2011). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 1r2% OF LIGHTING MUST BE ENEFrxY EFFICIENT TYPE PER F.B.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011. bth EDITION R404.1 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6tH EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 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 01 COPPER (CU) 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 IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. I' LED LIGHTING C SINGLE LAV. 0 BATH *2 PROVIDE 302/0 CU, THWN + 106 CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT ® OVERHAWa.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN 1 PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/2P MCB TELEPHONE SERVICEI I I ICABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR (otH EDITION (2011). 5/8" DIA X & FT LONG COPPER CLAD GROUND ROD PANEL: A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3- #2/0 Cu THWN & 1- #6 Cu (G) in 2" C. OR 3- #4/0 AL THWN & 1- #6 Cu (G) in 2" C. Wire Pole Bkr I Description Watts I Circuit Circuit 2 I Watts Description Bkr Pole Wire # 12 1 20 ISmall Appliance 1500 1 8000 Range 50 2 #6 # 12 1 20 1 Microwave! Hood 1800 3 4 6 #12 1 20 Small Appliance 1500 5 4500 Water Heater 25 2 #10 # 12 1 20 Refrigerator 1500 7 8 10 12 # 12 1 20 Dining Receptacles AFCI 1500 9 1200 Disposal GFI 20 1 #12 #12 1 20 Bath GFI Receptacles 1200 11 1500 Dishwasher GFI 20 1 #12 #14 1 15 Foyer / Hall 900 13 14 5000 Dryer 30 2 #10 #14 1 15 Great Room / Din. Light / Lanai AFCI 900 15 16 18 #14 1 15 1 Kitchen Lights / Pantry i Drop AFCI 900 17 1500 Washer GFI 20 1 #12 #14 1 15 1 Bed #2 / Laundry AFCI 1200 19 1 20 1000 Garage Door Opener GFI 20 1 #12 #14 1 15 Bed #3 / Bath #2 AFCI 900 21 1 22 1200 Garage / Exterior Lts & Recepts. AFCI 20 1 #12 Space 23 24 26 28 900 Owmer Bedroom/ SD's AFCI 15 1 #14 Space 25 900 Owners Bedroom / W.I.C. AFCI 15 1 #14 Space 27 Space Space 29 30 32 Space Space 31 Space Space 33 34 36 Space Space 35 Space c—'. 37 38 c„ '. #B I 2 I 60 JA/C AHU-1 (Heae10 KVA at 65% Load subject to demand factor calculations / line Demand Factor Calculations: Total load subject to demand factor First 10000 watts at 100% Remaininq watts at 40% 9600 3a 4u 4400 A/C C.U.-1 40 1 #8 41 42 N.C. 23400 30100 Load subject to demand factor calculations / line 53500 ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER 10000 NC: NON -COINCIDENT LOAD 17400 GFI: GROUND FAULT INTERRUPTER / \ Total Connected Load Watts 29140 LOAD CALCULATION IS BASED ON AfC NON -COINCIDENT LOAD Total Amps (watts 1 240 volts) 121.4 General Li htin & Receptacle Load Total A/C Square Feet 150 I I General Lts & Rec 3 W / Sq. Ft. 451 Hi -Hats 19 at 65W/Li ht at 100% 123 General 574 / C kts# tts/ck Tota I watts \ _ General Lts & Rec Panel A 1 101 5751 574 LED LIGHTING C DOUBLE LAV. OWNER'S BATH ELECTRICAL PLAN, FIELD NB VERIFY LOC. OPT. COACH LIGHT 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W U � W � V l7 W V OG d o 0. A p Q dl W h Q ai+ � � 0 A � 0 0 0 E4 V SUHDIV. & LOT: ABBOTT PARK LOT #34 BLK #9 PROJECT# 04181.000- 34091 MODEL- 3EAB "1504- ALLEY-" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 160 MPH EA Er C ARCHITECT STATE OF FLORIDA INK PLUMBING RISER 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 U W ?' v � W U o A p Q w A � 0 A � V SUBDIV. & LOT: ABBOTT PARK LOT #34 BLK #9 PROJECT# 04181.000- 34091 MODEL: 3EAB 1504- ALLEX" GARAGE SWING: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C SCALE: 1/4"=1'-0" SHEET 1P HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-ro RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB d MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER NFPA SOA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 ro. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 'I. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2017) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -GUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2017) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG INSIDE CAULK FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 6240-K JOSAM 56000 SERIES NICKEL BRASS TOP P.V.0 OPTI/SPEC TE PLAN FLOOR SLAB CLEAN -OUT (TYP.. COUNTERSUNK G.O. PLUG SEE SPEC. 1'-8'XS' CONC. FIN. GRADE OR PAVING FITTING OR 0 EXTENSION TO SOIL OR WASTE AS REQUIRED INV. SEE SITE PLAN EXT. GROUND CLEAN -OUT (TYP.. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER SOLID LINE = SUPPLY TRUNK BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD 4 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR THERMOSTAT 19 PASS-THRU AIR GRILL ATTIC CEILING 00 PLENUM-----__ T , AIR SUPPLYf AIR HANDLER E VAP. TRAY---,_ 11 11 � T PLATFORM RETURN HVAC NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. W/ (2)-3/16'X2' TAPCONS EXTERIOR WALL AIR RETURN SUCTION AND LIQUID REFRIGERANT LINES EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE PVC SLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO CONDENSING UNIT CRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR roTH EDITION (2011) MECHANICAL BLDG. CODE SECTION 301.2.4 DRAINS MECHANICAL PLAN, 4' CONCRETE SLAB CONDENSER UNIT CONDENSER CONNECTION SIMPSON WB ROLL STRAP OR EQUAL `—SECURE STRAP TO UNIT W/ (2) M8X1 1/4' SHT. MTL. SCREWS UNIT TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD tv 12' FROM STRUCTURE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 U w � a w v � T % o 4 A w ' A EN, � C 0 cp E SVHDIV. & LOT: ABBOTT PARK LOT #34 BLK #9 PROJECT# 04181.000- 34091 MO DEL: 3EAB 1504- ALLEX" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN 160 MPH a6L) ARCHITECT. STATE OF FLORIDA 0 ND A. AR N PRINT 05 26 20 DATE: SCALE: 1/4"=1'-0" SHEET m I 2X4 TOP PLATE PER FLR. A, PLAN PRE -FAB TRUSS 1/2' CLG. BOARD NOTE:D PARTITIONS SUPPORTING 1/2' DRYWALL WALL HUNG PLUMBING FIXTURES AND WALLA CABINETS SHALL BE NOT LESS THAN 2x�, WHERE SECURE 5T. 2x4 WooD SPACED NOT MORE PLATE TO SLAB STUDS 024' THAN I ro' O.C. OR, NOT W/ 10d MASONRY O.C.LE55 THAN 2x�o, WHERE NAIL 4D 32' O.C. SPACED NOT MORE MAX THAN 2 4' O.C. CONC. SLAB FIN. FLR (—l--�TYP. INT. WALL NON—BRG. D 1 SCALE: 3/4' =1'-O' 5' DIA. SLEEVE, DO NOT CUT REBAR PIPE BOND BEAM DO NOT CUT SOLID GROUT THE BOND UJ/ (1)- 'k5 BEAM _ _ _ (2) COURSE __ __ KEBABS 2A PIPE THROUGH BOND BEAM D 1 SCALE: 3/4' =1' -0' CAULK AND SEAL GAa LSE PVC SLEEVE FOR C:AS LIFE e' cnu /— VW2' GYP. M• W WOM BASE ° < ° ° �' d: , .4 : 2B GAS LINE THRU BLOCK p WALE; I/2••I�-m' CORNER BEAD 1/2' THICK, 2 COAT 8. Ch'IU SEE PORTLAND CEMENT STRUCTURAL FOR PLASTER APPLIED REINFORCEMENT DIRECTLY TO MASONRY 2xb P.T. WD ATTACHED TO FILL �'"` ' �� CELL AS PER x APPROVAL REQ. SEALANT cKER ROD WEATHER STRIP MOULDING ALL loll AROUND (BY GAL.V. STEEL DOOR MANUF.) TRACK BRACKETS FASTENED TO WOOD JAMB PER OVAL REQ RTTICA�� OVERHEAD DOOR I MIN. BY OTHERS FAS D TO SLROOE'1 W/ PRODUCA TRACK TS APPROVAL REQ. (3N GARAGE DOOR JAMBS p 1 SCALE: 1 1/2' =1' -0' FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. OVER 030 FELT PAPER OR SECURE W/ (2) 12d NAILS FIBERGLASS SHINGLES OVER FELT PAPER SYNTHETIC PRODUCT, INSTALLED PER SECTION m EA. END 2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES FIBERGLASS SHINGLES NT OR SYNTHETIC R905.1.1 ON ' O.S.B. � PER STRUCTURAL DETAILS OVER'030 FELT PAPER OR OVER 030 FELT PAPER PRODUCT, INSTALLED SHEATHING OR J' CDX SYNTHETIC PRODUCT INSTALLED PER SECTION OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON J' O.S.B. SHEATHING PLYWOOD SECURED PER FASTENER SCHEDULE R905.1.1 ON 6' O.S.B. PER SECTION R905.1.1 STIFFBACK AT ALL UPRIGHTS SHEATHING OR CDX ON ' O.S.B. SHEATHING r� 5/8' GYPSUM BOARD COX PLYWOOD � PER STRUCTURAL DETAILS PLYWOOD SECURED PER � OR CDX PLYWOOD OR 1/2 HIGH SE U SECURED PER FASTENER SCHEDULE i -0 FASTENER SCHEDULE 1 —0 SECURED PER STRENGTH CLG. TYP PRE-ENG WD. TRUSS TYP. MTL. DRIP EDGE FASTENER SCHEDULE BOARD REFERENCE MTL. DRIP EDGE o.N. o.N. 2x FASCIA PER 4 PER ELEVATION STRUCTURAL 2x FASCIA PER PER ELEVATION ELEVATIONS jj� ELEVATIONS Au PRE-ENG TRUSS ORM SEE ENERGY CODE FS FOR INSULATION R-VALUES - N T SS PRE E G RU VENTED SOFFIT ° CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE PRE-ENG. GABLE TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE-ENG. GABLE TRUSS PER ELEVATION WEEP SCREED PER ELEVATION WEEP SCREED 2x FASCIA PER TYP. 2x FASCIA PER ELEVATIONS pN ELEVATIONS 2x P.T. SECURED PER 5/8' GYPSUM BOARD OR 1/2' g. a 2x P.T. SECURED PER VENTED SOFFIT � R-4.1 INSULATION VENTED SOFFIT STRUCTURAL DETAILS . HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS WINDOW ATTACHMENT ° AS PER MANUFACTURES SPECIFICATIONS tl, R-4.1 INSULATION 1/2' THICK, 2 COAT REFERENCE WINDOW ATTACHMENT AS PER RTLAND CEMENT STRUCTURAL MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY REFERENCE lx2 P.T. FURRING STRUCTURAL STRIPS tv 24' O.C. 1/2' THICK, 2 COAT PORTLAND lx2 P.T. FURRING 8' CMU CEMENT PLASTER APPLIED STRIPS 24' O.C. 1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY ' 1/2THICK, 2 COAT 1/2 GYP. WL. BD. CEMENT PLASTER APPLIED 1/2"GYP. WL. BD. PORTLAND CEMENT WOOD BASE 8' CMU DIRECTLY TO MASONRY WOOD BASE PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR. _ _OIL 0'-0' FIN. FLR 0'-0' FIN. FLR.a _-_ OL0'-0' FIN. FLR. 8' CMU d O d a. d d • O 9 a a 4 d ,a O dd Q O O W WINDOW OPENING TYP. WALL SECTION W WINDOW OPENING TYP. WALL SECTION A B A B NO OPENING NOT NO OPENING PER SECTION S05.1.1 - FOR ROOF 1 SLPES 2:TO LESS THAN 4:12, A (`4— 1—STORY HIP BLOCK WALL (2 ))L AYER UNDERLAYMENT SYSTEM r5-- 1—STORY GABLE BLOCK WALL D1 SCALE: 3/4'=1'-O' IS REQUIRED. FOR ROOF SLOPES D1 SCALE 3/4'=1'-O' OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15 PERMITTED BUT MUST BE PER ASTM D226 TYPE II, A5TM D 4869 TYPE IV, OR ASTM D 6�51 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 x U W V �7 eo a e tv 0 e 61 � 4 ti cn SUBDIV. 8a LOT: ABBOTT PARK LOT #34 BLK #9 PROJECT# 04181.000-34091 MODEL: 3EAB 1504- ALLEX" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C PRIN DA ET 05/26/20 1 SCALE: 1/4"=1'-0" 1 SHEET TOP. 2X6 P.T. 0 CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUTS a 0 o 'SECURE 2x4 ON-� FLAT TO BLK 70 W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/8' WASHER 4 NUT. (1) WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, (3) EVENLY SPACED. of 1 m r NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR BUCK ATTACHMENT D2 SCALE:1/2'■I'-V 8' CMU V DRYWALL r-ll1'X4' OR I"X2' P.T. NAILER Ix4 P.T. OR %'X4' MIN. f-SECURE THRU FRAME 4 EXTEND I-Y4' INTO BLOCK a W/ 3/fb' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4' WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING CASING `-DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3 4 OR +5 4 A SCALE: N.T.S. 2X4: SECURE TO BLOCK W/ 3/f6' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 16' O.C. MAX SPACING. 2X6:® SECURE TO BLOCK W/2-Wb' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4") — WITHIN 6' OF EACH END 4 IS' O.C. MAX SPACING. 2X8: cm SECURE TO BLOCK W/2-%' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN S' OF EACH END 16' O.G. MAX SPACING. 8' CMU DRYWALL I'X4' OR I'X2' P.T. NAILER r-DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-1/2" WINDOW TO BLOCK +1-1 2" B SCALE: N.T.S. 2X4 SECURE TO BLOCK W/ 3/f6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6om SECURE TO BLOCK W/2-W(p' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8:® SECURE TO BLOCK W/2-3/(6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y41) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/6,' TAPCON MIN. 1-Y4' EMBEDMENT INTO BLOCK. l8' CMU DRYWALL 1'X4" OR 1'X2' P.T. NAILER 7f6 O.S.B. X 4 MIN. Il itDOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-15/16" WINDOW TO BLOCK +1-15 16" C SCALE: N.T.S. 2X4:® SECURE TO BLOCK W/ 3/1'6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6xw SECURE TO BLOCK W/2-3/i'6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 _ MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 18' D.C. MAX SPACING. 2X8c SECURE TO BLOCK W/2-3/I'6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 15' O.G. MAX SPACING. - / NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 346' TAPCON MIN. 1-Y4' EMBEDMENT INTO BLOCK. I8' CMU id' DRYWALL a 1'X4' OR 1'X2' P.T. NAILER -DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +2 1/4" WINDOW TO BLOCK +2 1 4" (D)"SC ALE: N.T.S. 2X4cm SECURE TO BLOCK W/ 3/W6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8 OF EACH END 4 NOTE: STRUCTURAL 2X IS O.C. MAX SPACING. MUST BE ON OUTSIDE � 2X6» SECURED THROUGH SECURE TO BLOCK W/2-3�6'NON-STRUCTURAL TAPCONS TAPCON MIN. 1-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE .300 8' CMU MIN. EMBEDMENT 1 Y4')DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 1'X4' OR 1`X2' P.T. NAILER 2X8cm SECURE TO BLOCK W/2-3/fb' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 6' OF EACH END 4 ATTACH TO 2X PER 16' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTEt SHIM AS NEEDED TO PLUME+ JAMB (00 NOT EXCEED 49 DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +T E SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ 3/(6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT i Y4`) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH SECURE TO BLOCK W/2-3/ib" NON-STRUCTURAL TAPCONS(MIN. SHANK SIZE TAPCON MIN. 1-Y4' .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN EMBEDMENT 1 Y') WITHIN 8' OF EACH END 4 8' CMU 18' O.G. MAX SPACING. V DRYWALL 2X8:® I'XW OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-3/W6' 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER .145 WK2)12d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 (W TO 8' O.C. MAX MIN. EMBEDMENT 1 Y4') OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.G. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +T F SCALE: N.T.S. 2X4 SECURE TO BLOCK W/Y4' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') NOTE: STRUCTURAL 2X WITHIN W OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.G. MAX SPACING. SECURED THROUGH 2X6:® NON-STRUCTURAL We.' SECURE TO BLOCK W/1-1/4' TAPCON MIN. 1-Y4' TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 /4') 8" CMU %�" DRYWALL WITHIN 8' OF EACH END 4 1S' O.C. MAX SPACING. I'X4' OR 1'X2' P.T. NAILER r 2XScm SECURE TO BLOCK W/1-1/4' }W6' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 16' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTEt SHIN AS NEEDED TO MUM JAM (PO NOT EXCEED V) DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3-7/16" G SCALE: N.T.S. 2X4:® SECURE TO BLOCK W//4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 WITHIN 8 OF EACH END 4 NOTE: STRUCTURAL 2X IS O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH SECURE TO BLOCK W/1-1/4' NON-STRUCTURAL 3/fb' TAPCONS TAPCON MIN. 1-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 /4') 8' CMU WITHIN 8' OF EACH END 4 DRYWALL 18' O.C. MAX SPACING. a 1'X4' OR I'X2' P.T. NAILER 2X8 SECURE TO BLOCK W/1-I/4' ' P.T. X 4' MIN. TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 /4') DOOR JAMB OR WINDOW WITHIN 6' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +3 3 4" @`SCALE: N.T.S. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W }. V � W U � dl o cn 0 cl w e EN, 0 C 0 r~ svHDIV. & LOT: ABBOTT PARK LOT #34 BLK #9 PROJECT# 04181.000- 34091 MODEL: 3EAB 1504- ALLEX" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C PRINT 05 26 20 DATE: / / SCALE: 1/4"=1'-0" SHEET rbm)� 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 U W y' v � W U � N [r 0. A 0 w e to , 0 0 F V SuBDIV. & LOT: ABBOTT PARK LOT #34 BLK #9 PROJECT# 04181.000- 34091 MODEL: 3EAB 1504- ALLEX" GARAGE SWING: LEFT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C PRINT 05/26/20 DATE: SCALE: 1/4"=1'- 0" SHEET NOTE APPROVED BUILDING WRAP 6 SHALL BE LAPPED A MINIMUM OF 4'x4' SELF -ADHERING MEMBRANE 6' * VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE ENDS) t 6' * HORIZONTAL LAPS. WRAP LATH VERTICAL LAP TO BE I' APPROVEDMATERHIAL) OVER OUSE WRAP. ]r ALL SEAMS NEED TO BE TAPED 1.'...'. ..., .:::.. WITH FORTIBER SHEATHING TAPE \ FLASHING TO EXTEND ONTO PIPE / I OR LESS PIPE 6 x6 SELF -ADHERING MEMBRANE PREFORMED CONTROL JOINT �— }' THICK, 3 GOAT CEMENT / PENETRATION f: FLASHING (COMPATIBLE W/ HOUSE FLANGE OF CONTROL JOINTS T \ PLASTER WRAP MATERIAL) OVER 4 x4 SELF -ADHERING MEMBRANE BE WIRED TIED TO LATH 9' WRB LAYER 02, FORTIFIBER / \ , .'.j.'..::': FLASHING OVER APPROVED O.C. MAX (VERT.). NOTE: DO BUILDING PAPER HOUSE WRAP. I' MIN. LAP + METAL LATH NOT FASTEN CONTROL JOINT TO / \ 1 ... FLASHING t0 EXTEND ONTO PIPE WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH %' LEG MAY BE USED TO TEMP. FASTENED *1' (VERT.) O.G. MAX SECURE CONTROL JOINT AT SUPPORTS X X X DURING INSTALLATION CUT AND OVERLAP ONE SIDE OF WLAYER METAL LATH SELF -ADHERING MEMBRANE FASTENERS TO BE SPACED STUCCO WRAPP CUT AND OVERLAP ONE SIDE OF lSELF-ADHERING MEMBRANE I FLASHING * ' O.G. MAX VERTICALLY STEP *1 sT � FLASHING WOOD SHEATHING WRB LAYER "I, �' THICK, 3 GOAT CEMENT I STUCCO WRAP I PLASTER WRB LAYER "I, STUCCO P LM TA LATH t_ E 6' MIN PAPER LAP BELOW ONLT AY �'2 FO IFI LAYER RT BER WRB E AY F TIFI WRBL ER �'2 OR BE R I I A BU LDI�Ks PAPER AY FO ......._._. WRB LAYER �'2 R TIFI BER PAPER BUILDINGR BUILDING PAPER l METAL LATH SWt GCOYWRAP I —ER 01, 6'xb' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' f1rf SELF -ADHERING MEMBRANE J' TO;' I INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED LATH SHALL NOT GAP MIN. WOOD SHEATHING STRAPS, STAPLES) AS HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE THROUGH CONTINUOUS 6' TO s' b' IN a• REQUIRED RE TO FRAM 4'x4' SELF -ADHERING MEMBRANE THROUGH CONTROL MIN. MIN. JOINTS BUT SHALL \ ; •... •zt . •:,»w s'-.'r.' .. l€§F:a . vY. i ?Z u . ,.,,-.y BE STOPPED AND BE OVER APPROVED TIED At EACH SIDE. I' MIN LATH HOUSE WRAP. PER ASTM 14 PROVIDE 2X4 BLOCKING LAP, 4' OVER FLASHING TO EXTEND ONTO PIPE 1.10.1A PLACED FLAT MAX. 6' TO S' ALL LAP FROM CONTROL JOINT WHEN NOTE / CONTROL JOINT FALLS ON 2 AP E R LAP a'8' CONT. BEAD OF SEALANT 1. FASTENERS FOR LATH TO BE NAILS OR STRUCTURAL STUD SCALE: 11/2'=I'-0' INSTALL APPROVED HOUSEWRAP AIR STAPLES IN COMPLIANCE W/ ASTM GI063 INFILTRATION BARRIER OVER SHEATHING 2. WIRE TIES TO BE (NO. IS) 0.04"1$' WIRE / 3. BLOCKING SHOWN MAY BE IN ADDITION \ C.V. F OM RIS � OATTING OVER TYP WALL STUCCO/ TO WALL STUDS REQUIRED PER PLAN / ,....z�:.9 VERTICAL LATH & PAPER DETAIL \ / WOOD STUDS SECTION PER SECTION R703.7 Exterior lathing and plastering NOTE SHEATHING Exterior use of portland cement plaster SIDE LAPS OF METAL shall comply with the application PLASTER BASES SHALL requirements of ASTM C 926-12A. BE SECURED TO BUILDING �a �r FRAMING MEMBERS. PAPER � 6' MIN. Installation of exterior lathing and framing 1 M TYPE CONTROL JOINT THEY SHALL BE TIED `AP shall comply with ASTM C 1063-12A. BETWEEN SUPPORTS WITH 0.0415-IN. (1.21-MM) STUCCO LAP + LATH WIRE AT INTERVALS NOT 3' LAP * PAPER MORE THAN S' (22S-MM). k AS PER ASTMGI063 a FIFE FENETfRATION E)ETAIL /FfRA�E`I. FOLD INWARD • PT. A 1. FOLD INUTARD • PT. A ... I C /) ®FOLD 2. CREASE * PT. B 4 K I C K O U T NOTE: 3 A FOR REPAIR OF TEARS HORIZONTAL LATH N.T,S, DETAIL IN wRB LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR FOLD PEEL 4 STICK OI. FOLD INWARD • O 1. FOLD INWARD • PT. A WOOD SHEATHING OR CMU PT.A f'I 2. GREASE • PT. B WR5 LAYER 1*1, 2. GREASE • Pr. B 3 GREASE • PT c STUCCO WRAP (FRAME ONLY) 3. CREASE • PT. G 4. FOLD PT. C OVER PT. B TILL PT. C TOUCHES 50TTOFLANGE ® I -I " THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT E CEMENT PLASTER (CMU)LEGEND METAL LATH (FRAME ONLY) FOL ® © D O LAP UJRS TAPE OVER DRAINAGE FL ANE (WiR5 oil, BOTTOM ROOF/WALL SCREED I_ FLANGE WATER TIGHT L A�E IR 411 / STUCCO O R A F SEAL. FOLD, QQ NCM CUT. i' THIGH 3 COAT CEMENT ? 5'X5' V TYPE CONTINUOUS WRE fR #'2 (F0RT IF I5ER PLASTER (FRAME), 1/2' 2 COAT GALV. METAL FLASHING CEMENT PLASTER (CMU) �' ? (NAIL TO ROOF DECK, NOT 5U I L D I NG PAFE —R WRB LAYER 02, FORTINBER LnWALL Si-'iEATHINC�) BUILDING PAPER (FRAME ONLY) WRB LAYER 01, N CAP 5HINGLE - DO NOT NAIL, 1u1ETAL LATH X X X x „'nti � STUCCO WRAP(FRAME ONLY) INSTALL WITH ROOF CEMENT ♦ o,X. 4. LAP LAP LAYERS OF BUILDING WRAP _;:4f•,ry`i".,�',"�'7 OVER NAILING FLAWAE, STOP Q�,�� ° . . • Y ro SHINGLES�(FI:tAME ONLY) 8, STUCCO �° • i • '�:: ti wre : ; :. FRAME OR CMU EXTERIOR \ - - - -- ALIA L �—�ED ROOF CEMENT Z \ ROOF PER ELEVATIONS WOOD 5�4EATHING ' Dx5 WALL FLASHING ;p 'p a0 J W KICK -OUT FLASHING (SEE DETAIL) g• , SELF — 1""'t D 1—I E 5 1 1l E FLASHING MOTE METAL LATH: LAT�4 TO 5E PER SECTION FELT UNDERLAI'MENT -- WATER T*W SEAL (BEND OR C� C� �I �% /y' VPQ P` • SOLDER DO NOT CUT) R703,11 / A V T M C - a 4 l - O 3 / � I I `4 . !► . 5 L55. �� NOTEs INSTALL KICKOUT SHINGLE ROOFM I FLASHING AT BOTTOM OF ROOF t DRIP EDGES OVERLAP 3', WALL INTERSECTIONS F E R S Q. I I YARD (UTILITY O R NOMINAL EXTEND I/2' BELOW HATHM, MECHANICALLY FASCIA WRAP L A T �DOES NOT MEET S FE C I F I C A T I ON S FASTEN 4' O.C. MAX 5 LFLASHIND N.T.s. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 x U F W U 0 � � A 1p p� Q U eL dl co ti 0 A C 0 V SUBDIV. & LOT: ABBOTT PARK LOT #34 BLK #9 PROJECT# 04181.000-34091 MODEL: 3EAB 1504- ALLEX" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C PRINT 05 26 20 DATE: / SCALE: 1/4" =1' — 0" SHEET INSTALL ro' SELF -ADHERING MEMBRANE FLASHING OVER STUCCO TOP, SIDE(S) AND BOTTOM FINISH FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. (ol SELF ADHESIVE M WOOD CONSTRUCTION SEQUENCE OF: FLASHING TO BE: OVER TOP 4 SIDES I. BOTTOM, 2. SIDES, 3. TOP KM X VENT CAP 15 TO BE SET IN BED SELF WOOD SHEATHING WOOD SHEATHING OF SEALANT AT TOP AND WRB LAYER 01, FLASHING X SIDES ONLY. SEALANT 16 TO BE WR5 LAYER 01, STUCCO WRAP UNIT WRB LAYER 02, FORTIF15ER TOOLED 60 AS TO DEFLECT STUCCO WRAP WATER AWAY FROM JOINTS. BUILDING PAPER PREMANUF. DRYER X E-Z BEAD ALL AROUND METAL LATH VENT CAP (SET IN VENT -APPLY SEALANT ALL WR5 LAYER w2, FORTIF15ER X JOINTS AND INTERSECTIONS CONT. SEALANT) WOOD -1/8' TEXTURED BUILDING PAPER CONSTRUCTION FINISH a WOOD APPLY SEALANT AT PERIMETER OF 5 BACKER ROD ti NON -MOVABLE FRAME AND STUCCO FASTEN TO WOOD STRUCTURAL ON ALL SIDES, y4' CAULKING JOINT MEMBER 0 12 O.C. MAX SEALANT ID a, CMU ALL AROUND THICK, -3 COAT CEMENT TOP 4 SIDES PLASTER Ya"TO)J1 MID -WALL 1. PER SECTION R703.7 WEEP SCREED Exterior lathing and plastering rL BACKER ROD Exterior use of portland cement plaster DRYER VENT (BLOCK) TO MID -WALL shall comply with the application 6 WEEP SCREED X. requirements of ASTM C 926-12A. F 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN X Installation of exterior lathing and framing MASONRY BEFORE APPLYING shall comply with ASTM C 1063-12A. 6" SELF-ADHESIVE TEXTURED WRB LAYER 01, FLASHING FINISH MASONRY STUCCO WRAP HOODED VENT BUILDING PAPER OVER QUICK WOOD FRAMED HORIZONTAL WEEP SCREED THICK, 3 COAT CEMENT FLASH' WALL PLASTER (FRAME TO BLOCK) METAL LATH HORIZONTAL WEEP SCREED WRB LAYER 02, FORTIF15ER PIPE THROUGH (FRAME TO FRAME) BUILDING PAPER WALL WOOD SHEATHING DRYER VENT (FRAMEJ 6 ro' SELF ADHESIVE FLASHING NNSTALL_N'__� PER MANUF. SPECS.) all BUILDING PAPER WOOD SHEATHING UNDER 'QUICK FLASH"WRB LAYER 01, WRB LAYER 01, CUT OPENING IN STUCCO WRAP STUCCO WRAP APPROVED HOUSEWRAP ,,—WR5 LAYER 02, FORTIF15ER FOR 50X INSTALLATION ............ BUILDING PAPER WOOD CUT "X' INTO CONSTUCTION WRB LAYER 01, SELF -ADHERING VENT PENETRATION; �AT �IO N� STUCCO WRAP MEMBRANE FLASHING METAL LATH SCALEN.T.S. f.2 a, CMU VINYL CASING BEAD APPLY SELF -ADHERING MEMBRANE FLASHING 6' RAISED BAND WOOD SHEATHING OVER 50X AND OVER Yell TO,�' MID -WALL APPROVED WRB LAYER WEEP SCREED e a5TEP 1*1 STEF *12 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING APPROVED Z FLASHING HOUSEWRAP BELOW WRB LAYER 01, STUCCO WRAP ELEC. METER FIELD ELEC. METER FIELD VERIFY LOCATION STONE VENEER 10— SELF -ADHERING OVER SCRATCH COAT VERIFY LOCATION CUT SUCH THAT APPLY 60 MIN MEMBRANE FLASHING NO MEMBRANE GRADE 'D' FELT ENTERS 50X, OVER APPLY TO FACE SELF -ADHERING APPLY STUCCO SCRATCH COAT .......... EDGE FLASHING OVER AFROVED HORIZONTAL WEEP SCREED AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. HOUSEWRAP /STONE VENEER METER WRB LAYER w2, FORTIF15ER (FRAME TO BLOCK) • CAVITY TO BE FILLED &TEF #3S BUILDING PAPER WITH RIGID POLYMERIC TEF #4- ISOCYANOTE-POLY5LEND FOAM LEGEND- ("GREAT STUFF" OR SIMILAR) ELASTOMERIC APPLY A SILICON ...... COATING OVER DRAINAGE PLANE (Wf;R5 BASE SEALANT AT POINT 77 STUCCO/ C.V. FINISH LAYER *'I, STUCCO WRAP) THAT ELEC. WIRE PENETRATES (SEE TYPICAL WALL APPLY E-Z BEAD SECTION) OVER 60 MIN 00 WR5 LAYER *2 (FORTIFBER ...... GRADE 'D a 00 METAL LATH AREA TO RECEIVE FELT -PROVIDE 5UILDING PAPER) STUCCO SCRATCH COAT SEALANT AT ALL 00 1 COAT OF PAINT W/5AC<- JOINTS AND 0 METAL LATH X—X—X—x 00 INTERSECTIONS 00 .0 0 ROLL PRIOR TO •0 0 0 0 ELEC. METER INSTALLATION STUCCO _PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. WOOD SHEATHING METER CAN OR METER CAN COMBO OR METER CAN AND SELF-ADHESIVE FLASHING DISCONNECT ST E F ST E F NOTE: ELECTRICAL RECEPTACLE METAL LATH: LATH TO BE PER SECTION ELECTRICAL CONDUIT 9 Z_7 X X X k, R103.1.1 A6TM G-541-0'3/ MIN. 2.5 L55. 8 PENETRATION PER Sa. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 8 8 P 'j H: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 C, o>1 e A � A c 4 SUBDIV. & LOT: ABBOTT PARK LOT #34 BLK #9 PROJECT# 04181.000-34091 MODEL: 3EAB 15 0 4 - ALLE X" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP . C i r, LISA." JL DATE: 05/26/20 SCALE: 1/4"= ill— 0 it SHEET EXT. WOOD FRAMED COLUMN SHEATHING WOOD SHEATHING WALL WRB LAYER "I, _,WEATHER RESISTIVE SUB -FLOOR DECKING '"" " STUCCO WRAP ~' BARRIER *I 3' X 3' 26 GA. GALV. WEATHER RESISTIVE WOOD WRB LAYER 02, FORTIF15ER FINISH LAYER (2 LAYER f ' BUILDING PAPER PRE-ENG'D TRUSS METAL DRIP EDGE ff BARRIER M2 CONSTRUCTION PEEL < STICK) ----- SET IN FULL BED OF S,4F. s THICK, 3 COAT CEMENTWEATHER; . /a�HAT CHANNEL PLASTER Bi?AERSRISE RESISTIVE � to' PEEL t / SPACEFROMDRIP �, PEEL < STICK W//a TYPE X DRYWALL STICK Q DRIP ! 6' S.AF. m TOP OF WEEP SCREED WEATHER RESISTIVE EDGE TO �'`•,� FACE TO TREX f 1 Xa'x3' 'L' FLASHING TO SHEATHINCs BEHIND WEEP SCREED BARRIER 02 DECK ' ' . FULLY EMBEDDED � , y WOOD SHEATHING \ 4' POSITIVE DRAIN' THICK, 3 COAT CEMENT V RIES 'ti INS IN ROOF CEMENT WEEP SCREED PLASTER - ! IV X 3' 26 GA. GALV. METAL LATH ' Y4' GAP FOR BACKER METAL DRIP EDGE WRB LAYER 01, ( ROD t SEALANT y4� GAP FOR BACKER SET IN FULL BED OF STUCCO WRAP ; `� WOOD SHEATHING 1 XI 3/4' P.T. OR SIMULATED SEALANT, V MIN. WOOD (TREX) FILLER, ROD < SEALANT ;:: THICK, 3 COAT CEMENT ` VINYL CASING BEAD CONTINUOUS ft SPACE FROM DRIP PLASTER i FACE TO TREX WEATHER RESISTIVE — ,. `� 6' SELF-ADHEREING WATER PROOFING let �` WEATHER RESISTIVE VINYL CASING BEAD BARRIER 01 AMro&-LLFWr,-IW CUSTOM CA I =EAD FLASHING WRAPPED s LAYER l2 LAYER PEEL t'` ' ,/ BARRIER "1 ; f'i -. EXTERIOR GRADE K' " WEATHER RESISTIVE 1 ` m TOP OF WEEP SCREED BARRIER 02 k DRY WALL STICK) WRAPPED FROM -'' WEATHER RESISTIVE WATER PROOFING 1st 1 ' TO SHEATHING BELOW �"""""- ii , r' BALCONY DECK TO _ _ ••coxewrs r,".t ec % BARRIER 02 LAYER (2 LAYER PEEL ` o� EXTERIOR COLUMN CANTILEVER �'�rFM �a"TM t �` 'CONB1T5^'"cD COLUMN SHEATHING THICK, 3 COAT CEMENT < STICK) APAPrFORCLARrr ` WRB LAYER "1, 4' POSITIVE DRAIN ' ��• STUCCO WRAP PLASTER 6' PEEL E STICK I; T 1 WEEP SCREED DECK MEMBRANE '� ` VINYL CORNER BEAD DRIP EDGE TO DECK \ r ' 6' S,qp WRB LAYER "2, FORTIFIBER EXTEND OVER DRIP _ NO GAP IN FIELD VINYL CASING BEAD SUB FLOOR EDGE PEEL t STICK VINYL 1'x3' 'L' FLASHING BUILDING PAPER `• �' SSHOWN FOR CLARIFICATION OF ®®'FULLY EMBEDDED IN ___________________ m i SEPARATE ACCESSORIES ONLY) M x 3 26 GA. GALV. SUB FLOOR '�i = ,' ROOF CEMENT P DG - V - - - - -- ' --------------- SET SET IN FULL BED ' 6 SELF ADHEREING 3 . SEALANT %' MIN. -------------------------------------------- I 1 X� X 3 26 GA. GAL FLASHING WRAPPED 1 1�'Xl /4 P.T. OR SIMULATED t SPACE FROM DRIP ---- METAL DRIP EDGE WRB LAYER "I, _ 1 SET IN FULL BED OF CORNER OF CANTILEVER WOOODNu (TREX) FILLER, ' i J SEALANT 1� MIN. STUCCO WRAP ` �r � � � �� FACE TO TREX I �'X1 �' P.T. OR SIMULATED .\ 4 POSITIVE DRAIN VINYL CASING BEAD WOOD (TREX) FILLER, SPACE FROM DRIP WEEP SCREED Y4 GAP FOR BACKER y` CONTINUOUS AMICO AM66-WFWC-'180 . 2 .' � ; 4 , CUSTOM CASING BEAD ROD d SEALANT WATER PROOFING let r FACE TO TREX Y4' GAP FOR SEALANT VINYL CASING BEAD FINISH LAYER (2 LAYER I LAYER (2 LAYER PEEL t ; PEEL STICK) OPT. BACKER ROD. -- STICK) WRAPPED FROM MODIFIED 90 WATER PROOFING let NO GAP IN FIELD C AN T I LE VE R DRIP 3/4 RESILIENT v BALCONY DECK TO STTIYER ICK) (2 LAYER PEEL 4 WRAPPED FROM HAT CHANNEL CANTILEVER 3/4 RESILIENT r. ' ` v BALCONY DECK TO (SHOWN FOR CLARIFICATION OF 1 VINYL CASING BEAD ; <<: J' THICK, 3 COAT CEMENT HAT CHANNEL SEPARATE ACCESSORIES ONLY) EDGE PLASTER VINYL CASING BEAD (: CANTILEVER CASING BEAD METAL LATH I : �' THICK, 3 COAT CEMENT WOOD SHEATHING `i PLASTER 10 A DTL. CE? CANT. 5/8' TYPE 'X' DRYWALL I WEATHER RESISTIVE ' W/TEXTURED PAINTED ' ' 5/8' TYPE 'X' DRYWALL METAL LATH SCALE: 1 1/2'=1'-0' LEGENFINISH BARRIER "ID W/TEXTURED < PAINTED • WEATHER RESISTIVE WOOD SHEATHING ' THICK, 3 COAT CEMENT BARRIER 02 PLASTER FINISH THICK, 3 COAT CEMENT -- 4 POSITIVE DRAIN 4 POSITIVE DRAIN �' WEEP SCREED * I DRAINAGE PLANE (WRB VINYL CORNER BEAD WEEP SCREED PLASTER NO GAP IN FIELD �0T L A%T"ER #1STUCCO WRAP) VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF 1�'IE TAL. LATH: LATH TO 5E FE fR 5E CT I ON � R � VINYL CASING BEAD (S GAP IN FIELD SEPARATE ACCESSORIES ONLY Q * I (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD A5T1`�I C - B -i — O I I V. 2. L. S. WR5 L A%T"ER *Z (FORT IF 15ER — — — — — SEPARATE ACCESSORIES ONLY) PER SQ. ,I'ARD (UTILITY O NOMINAL BUIL-DING-c PAPER) BALCONY DRIP BALCONY DRIP L 11A EDGE INSTALLATION 11C EDGE INSTALLATION @ COLUMN LATH DOES NOT 1�IEET 5PECIFICATIONSJ METAL LATH x x x x (W/"L" FLASHING) SCALE: NTS WOOD CONSTRUCTION STUCCO °° WOOD SHEATHING het WEATHER RESISTIVE 2x FRAMING MEMBER WRB LAYER *1 ,:� BARRIER »1 UJOOD SHEATHING STUCCO WRAP 3/4 RESILIENT WEATHER RESISTIVE — —" THICK, 3 COAT CEMENT "'� WOOD SHEATHING HAT CHANNEL BARRIER "2 s;;._ SELF-ADHESIVE FLASHING - - - PLASTER VINYL CASING BEAD :' WRB LAYER 02, FORTIFIBER _ _ BUILDING PAPER �� ' THICK, 3 COAT CEMENT;i - CORNER BEAD UJRB LATER 1, 7// f" PLASTER 2 � /2 " � . I FASTENED TO SHEATHING r - - ti 5/8' TYPE 'X' DRYWALL METAL LATH " I I STUCCO WRAP W/TEXTURED t PAINTED ; I 6 1 O.C. MAX. METAL LATH I x i I ; _ FINISH WOOD SHEATHING = THICK, 3 COAT CEMENT i WRB LATER 02, FORTIFIBER THICK, 3 COAT CEMENT ±` i l2) 2x12 HEADER PLASTER p �, PLASTER BUILDING PAPER I 1 I.URB LATER #1 ' _ I 4' POSITIVE DRAIN 1, �o "SELF -ADHERING E; i METAL LATH VINYL CORNER BEAD 1 STUCCO WRAP FLASHING `�``!__ _J WEEP SCREED '.'�" THICK 3 COAT CEMENT 00D SHEATHING ' ;> ..,(EXPLODED WOOD VINYL CASING BEAD NO GAP IN FIELD i ' VIEW FOR PLASTER (SHOWN FOR CLARIFICATION OF I.? :. - „i' 1 j CLARITY) SEPARATE ACCESSORIES ONLY) METAL LATH DRIP CAP :M 1 DRIP EDGE `J ~' 11 D WRB LATER #2, FORTIFIBER INSTALLATION - " BUILDING PAPER WINDOW FLANGE - - LURe LAYER +'I, • WOOD CONSTRUCITON CORNER BEAD k FRAME STUCC7,\WRAP �'\ OU s 14A 2 1/2 " ;. BARRIER 01 RESISTIVE CORNER BEAD WEATHER WRB LAYER "2, FORTIF15ER (FASTENER 4 SPACING a -" O.C. BUILDING PAPER WEATHER RESISTIVE ti BARRIER *2 _ METAL LATH VINYL CASING BEAD X/1 ;; .' THICK, 3 COAT CEMENT I'. PLASTER' THICK, 3 COAT CEMENT ; r ° t 5/8' TYPE 'X' DRYWALL "`' METAL LATH PLASTER t' W/TEXTURED d PAINTED WOOD SHEATHING 6 SELF -ADHERING M FINISH H A AM CMU FLASHING THICK, 3 COAT CEMENT E DER/BE PLASTER VINYL CORP. �' S/8" THICK, 3 COAT CEMENT DRIP CAP f VINYL CORNER BEAD PLASTER APPLIED POSITIVE DRAIN - - -- -r ! WEEP SCREED DIRECTLY TO MA50NRY WINDOW FLANGE VINYL CASING BEAD NO GAP IN FIELD ,77 (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) ORNER BEAD BLOCK CASING BEAD � WINDOW 14Bc 15B 11 E RIP EDGE INSTALLATION (FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F u � x i U � W U o U E w 0 e aD A I e e v SUBDIV. & LOT: ABBOTT PARK LOT #34 BLK #9 PROJECT# 04181.000- 34091 MODEL: 3EAB 1504- ALLEX" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DA E: NT 05/26/201 ' SCALE: 1/4"=V-0"' SHEET WA3 I . — ia a [L a1ffu�fI�I,I I i I I I_F___ [ --F—_ —F__ _F] I .--------- — -- — Y4, rzAf TYP ' THICK, 3 COAT CEMENT " THICK, 3 COAT CEMENT WOOD SHEATHING CASING BEAD PLASTER PLASTER TO TRIM METAL LATH SEALANT :a 1X TRIM MEMBER METAL LATH WRB LATER *1, r. IT STUCCO TO FORTIFIBER STUCCO WRAP :,%I S f D I NG TRANSITION WR5 LAYER *2, : WOOD SHEATHING BUILDINGS PAPER ° ° I SIDING d a WOOD SHEATHINGS I � e WR5 LAVER 02, FORTIF15ER flj� aUI DING A B L P PERWRD LAYER #1 eniiMaNeP,!iYniiidiWlj��g0.iiiiuY .. lmeeyl�p!�wfq.IwmRu9! STUCCO WRAP i Wf DOW FRAME.......................................................WRB LA ER *2, FORTIFI5ERMETAL LATH f---- BUILDING PAPER WRB LAYER *1,WRB LAYER *I, THICK, 3 COAT CEMENT ' _ xWR5 LAYER #2, FORTIF15ER STUCCO WRAP ! STUCCO WRAPPLASTER ! BUILDING PAPER ,E-Z BEAD VINYL CASING (W/3/8" FLEXIBLE PVC BACKER ROD) 6"SELF-ADHERING �± ��•., ' CASING BEADMETAL LATH FLASHfNfx � SELF-ADHEREING VINYL ANGLED -f ` ~''�-,�CEXPLODED $ THICK, 3 COAT CEMENT FLASHING OR PEEL 4 STICK L LED r� STUCCO CASING BEAD VIEW FOR PLASTER SIDING 1 O FRB LAYER #1, STUCCO WRAP, .., ) CLARITY) I WRAPPED AROUND FRAMING CASING BEAD MEMBER 6" SELF ADHESIVE FLASHING DRIP CAP _- (CROSS SECTION) WOOD SHEATHING WINDOW FLANGE WR5 LAYER 01, STUCCO WRAP 2 X FRAMING it MEMBER DETAIL BELOW EXPLODED VINYL ANGLED .,, WOOD CONSTRUCTION , BEYOND SING BEAD , \` WOOD SHEATHING FOR CLARITY WEATHER RESISTIVE 1 kl. WRB LAYER 02, FORTIFIBER-------------------------------------------------------------------------------------------------BARRIER "1BUILDING PAPER ' i WEATHER REBARRIER "2Ile METAL LATH , i j '' x Y4' LAP SIDING/6 SELF-ADHERING/6'REVEAL ; FLASHING ------ `�' ",�.t 6' SELF -ADHERING I ° �' $" THICK 3 COAT CEMENT THICK, 3 GOAT CEMENT �� FLASHING Q PLASTER ` PLASTER t � y 1 �7 WEATHER RESISTIVE y4" GAP TYP �` '� / \ \ '� WEALTHIER 01ER RESISTIVE i / CASING BEAD STARTER STRIP \ \ BARRIER 02 SEALANT TO WINDOW METAL LATH 'SELF -ADHERING ; ° id ,1 / \ , FLASHING ` . r I 1 �,.; , i� DO NOT CAULK OR oj 6' SELF -ADHERING a. SEAL OPENING \ _ / FLASHING ` METAL \ 7' FLA METAL WR5 LAYER *2, FORTIF15ER pRIP CAP '' ,��-' Z'�FLASHING � Z FLASHING DO NOT CAULK OR I BUILDING PAPER ,`````~ -- - -"" -- I Y4' X fo' SIMULATED \ SEAL OPENING i WINDOW FRAME WOOD TRIM MEMBER I WOOD SHEATHING WINDOW FLANGE STUCCO CASING CASING BEAD � WINDOW BEAD / I Y4' X 6' SIMULATED WOOD TRIM MEMBER W BAND\(FRAME, /SEAL GAP W/CAULKING °ss�,;:::as�.:.:r:a:. 15C/ OR APPROVED SEALANT ' \ STUCCO CASING I 1 BEAD SIDING TO STUCCO WR5 LAYER 01, STUCCO WRAP 0P BLOCK TO- FRAME WOOD SHEATHING TRANSITION " 1 I 6 WIDE PEEL STICK OVER FLANGE WINDOW FLANGE METAL LATH NOTE: E-Z BEAD VINYL CASING METAL LATH: LATH TO 5E PER SECTION I 2X FRAMING (W/3/a" FLEXIBLE PVC SACKER ROD) I WR5 LAVER #1, Ri03.7.1 / ASTM C-S4i-09, MIN. 2.5 L55- MEMBER STUCCO WRAP WOCIDjHE,1S,,T' 41NG PER SQ. YARD (UTILITY OR NOMINAL � APPLY FULL BED OF SEALANT BETWEEN LATH DOES NOT MEET SPECIFICATIONS)FLANGE BUILDING WRAP BUILDING WR5 LAYER *2, FORTIF15ER r WRAP 5U I L D ING PAPER -- WOOD CONSTRUCTION `\--- ----------------------------------------------------------------------------------------------- I 6 SELF -ADHERING . WR5 L AYE R #, / BEYOND FLASHING WOOD SHEATHING " THICK, 3 COAT CEMENT i S��CCO �j�,�j= WEATHER RESISTIVE �/ ; 11. WEATHER RESISTIVE PLASTER -- - '2 BARRIER'I i / BARRIER 01 TO LAP . i WEATHER RESISTIVE / \� 6' MIN. ABOVE TOP BARRIER 02 / / / ; , OF 'Z' FLASHINGEZ BEA -D O CASING X WR5 L. AYE f R *2� PORT I F 15E R �6WEAL P SIDING I /, — a I >< I Dl f {� D I NG PAPER 6' SELF -ADHERING / ' WEATHER RESISTIVE VINYL ANGLED ~'� i FLASHING z \ wEATH16 IER RESISTIVE CASING 5EAD i I _ \ / BARRIER 02 a I I ' I M E I A L LATH STARTER STRIP / \ \ \ / VINYL CASING 5EAD °' GALVD METAL �- DO NOT CAULK OR ( I 'Z' FLASHING t /� 2 SEAL OPENING / DO NOT CAULK OR S f' I H f CK, 3 COAT A T C E M E N T \ SEAL OPENING (EXPLODED A�� GALV'D METAL /� WEATHER RESISTIVE LEGEND - ><VIEW FOR PL-R 'Z' FLASHING BARRIER M TO LAP I Ys' X 6' SIMULATED l' 6' MIN. ABOVE TOP CLARITY) WOOD TRIM MEMBER OF Z FLASHING E-Z BEAD VINYL CASING ` I Y' X 6' SIMULATED DRAINAGE PLANE (WR5 I' (W/%' FLEXIBLE PVC \ / , WOOD TRIM MEMBER LAYER #1, STUCCO WRAP) BACKER ROD) ; \ / ' SELF -ADHERING FL SELF -ADHERING I 1 i FLASHING WR5 LAYER R #2 (FORTIF15ER 15E R FLASHING � \ ;;. � 7fy' THICK, 3 COAT \`� . ' . 1 i OR APPROVED SEASEAL GAP LANT 5U I L D I NG PAPER NG CEMENT PLASTER WEATHER RESISTIVE ` WEATHER RESISTIVE BARRIER n BARRIER "I METAL LATH x x x x CASING BEAD RAISED WEATHER RESISTIVE (W/ BEAD VINYL CASING BARRIER 02 (W/36' FLEXIBLE PVC T T BACKER ROD) STUCCO BAND(FRAME)SIDING TO STUCCO WEATHER RESISTIVE BARRIER 02 17A ® FRAME TO FRAME WOOD SHEATHING SCALE: 1 1/2"=1'-0" TRANSITION 19 SELF-ADHESIVE FLASHING - - 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 L U � 4 co A o � e > a EN, � 0 0 A cq cq A SUHDIV. & LOT: ABBOTT PARK LOT #34 BLK #9 PROJECT: 04181.000— 34091 MODEL: 3EAB 1504— ALLEX" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C fPRINT DATE: 05/26/201 SCALE: 1/4"=V-0" 1 SHEET vil "No 01 i7! IN. i 2xro SU5-5AND W/1 "x4" NOTCH a END, WRAPPED PEEL 4 STICK DRIP EDGE i/8" TEXTURED FINISH a WOOD 1/2" TEXTURED FINISH a CMU IN 1\ I\ I\ I \ I \ i \ METAL FASCIA \\ WRAP Y8 FROM STUCCO, I" FROM \\ WOOD WALL \ \\ ; EXTERIOR WALL \\ (FRAME OR CMU) \ \ \ , NOTE : NOTCH FOR 2 X(o \ METAL FA 2X(o SU5 I 1/8' TEXTURED FINISH 0 UJOOD, 1/2' TEXTURED FINISH 0 CMU METAL LATH UJOOD SHEATHING OR CMU WR5 LATER 01, STUCCO WRAP (FRAME ONLY) WR5 LATER "2, FORTIF15ER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT - REMOVED EYOND) OFF WALL :CO) > FINISH ;TURED W/i "x4" NOTCH a IN PEEL < STICK WRAP 111 OFF I5 5AND 211 L PRE - ENG V TRU55 TO 5E CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FIN15H 2 11x4 "x4' - 0" 5GA55ED TO TRUSS W/12d NAILS ro"-8' O.C. MAX. 2x SU5 - 5AND WIV "x4" NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL @ WALL SUB BAND DETAIL C WALL W/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN, Y4" A50VE 50TTOM OF DRIP EDGE 2x 5U5-5AND WIV"x4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED 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" A 50VE 50TTOM OF DRIP EDGE 2x 5U5-5,4ND UJ/IY "x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h a o cn A qcp 0 a 0 VZ 0 y SVBDIV. & LOT: ABBOTT PARK LOT #34 BLK #9 PROJECT# 04181.000-34091 MODEL: 3EAB 1504- ALLEX" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C PRINT 05 26 20 DATE: SCAT SHEET WAf SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 8" - (1) #5's - (-)0'-4" TE-2 12" SEE PLAN 10" - (2) #5's - (+)0"-0" FM-12x18 12" CONTINUOUS 18" - (2) #5's - (+)0"-0" FMC-12x18 12" CONTINUOUS 18" - (2) #5's VARIES F1-24x24 24" 24" 12" (2) #5's (2) #5's - (-)00-4" 7nv_n" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.0INDICATED #5 BAR, ElINDICATES #6 BAR,OINDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: F'm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION FOUNDATION PLAN_ SCALE: 1 /4 = 1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 v � Lu W � V w v g o Cr 4 A � 0 Q � Lui , 0 A A 0 A v cn sVBDIV. Be LOT: ABBOTT PARK LOT #34 BLK #9 PROJECT# 04181.000-34091 MODEL: 3EAB 1504- ALLEX" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C PRiNT 05 26 20 DATE: / / SCALE: 1/4"=1'--- 0" SHEET si 30" MIN. EACH WAY MONOLITHIC FOOTING Z w p Z STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED D -� CELL SEE PLAN FOR SIZE AND Q d CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS SPACING REQUIREMENTS f- Q W v ° „ . DOOR Q W COGARAGE U W v I p p RECESS m A 00 B p o . ° ° v v FM J U) 0 I L - Z 8" CMU WALL O " 8 CMU WALL I p CORNER BARS, SAME SIZE AS BAR I/ 8 W W O o - Z_ M c° p D 1 IN FOUNDATION WITH 30" LEG EACH W U to o +_ 0.0' +- 0'-01, �3 o I WAY AT ALL CHANGES IN DIRECTIONS U) it TOP OF SLAB m TOP OF SLAB I ..p ° SO THAT THE STEEL REINF. IS CONTINUOUS ° °. d d a x p MATCH AMOUNT OF CONTINUOUS BARS ° °. ° SEE SLAB SCHEDULE- ° -VARIES °I.° Iv_ ,a\—CURBFOR N/ MASONRY EXT. PORCH SLAB d ° 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION ° 6" CHAMFER (2-STORY) JOINT (WHERE APPLICABLE) z_ SEE SCHEDULE FOR WxD, BAR SIZE i4 AND BAR QUANTITY BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" d SEE,' SCHEDULE TOP OF GARAGE �, I CONTINUOUS STEEL MONOLITHIC UNITS SET EXT. PORCH SLAB ° 4" CHAMFER (1-STORY) p FOOTING REINFORCEMENT SEE SCHEDULE 7"0" A TELEV: W/ 1/2" ISOLATION�d 6" CHAMFER (2-STORY) JOINT (WHERE SEE SCHEDULE APPLICABLE) Z ° WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING 1 SCALE:3/4-1-0 &EXTERIOR MONO -FOOTING GARAGE SCALE: MONOLITHIC FOUNDATION CORNER BARS DETAIL 3 SCALE: 3/4"=V-0" RECESS AROUND 4 DOOR OPENING (: GARAGE SCALE: 3/4"=V-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING W WALL W/ SYP WALL W/ SYP No 2 STUDS SEE Lu — I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2"x9" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. SECURED W/ 2- PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 2" CAPPED of Q I a -� EPDXY. MIN. EMBED PLATE EPDXY 5-1/2" EMBED. MIN. @ 16" OC SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. GALVANIZED PIPE J Q 8", UNO SIMPSON SPH4 OR SPH6 MAX.-LAADDITIONAL T METAL W/FLANGE @BASE Q FOLLOW ALL MANF. BTM AND TOP PLATE CONNECTORS NOT � ()� SPECIFICATIONS FOR Q ANCHORS W/ 10d x 1 1/2" REQUIRED WHEN NO CO I USE AND COMMON NAILS FILL ALL UPLIFT IS PRESENT. ch F=-• 00 PREPARATION OF 4 4 HOLES, DO NOT USE 10d w w HOLE. Z 't x 3" SEE SLAB SCHEDULE w Of SEE SLAB SCHEDULE SECURE FLANGE TO J Q Q SLAB W/(4) 1/4" X 2 1/4" o 0 O}. +- 0'-01, +_ 0'-0" TAPCONS M O'Q� TOP OF SLAB ° d o ° TOP OF SLAB ° ° Q `Q- ° 4" CHAMFER (1-STORY) d 6" CHAMFER (2-STORY) ° ° ° ° EQ. EQ. SEE SCHEDULE EQ. v EQ. SEE SCHEDULE FOR WxD, BAR SIZE Al FOR WxD, BAR SIZE AND BAR QUANTITY 7 A AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 5 BOLLARD c MONOLITHIC FOUNDATION 7 SCALE: 3/4 -1 0 (W/ UPLIFT) 8 SCALE:3/4 -1-0 (NO UPLIFT) V -1 SCALE: 3/4"=1'-0" SCALE: 3/4 -0 LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE ^ BTM. PLATE TO BE PT. SECURE BT. PLATE TO } PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. Q W ADDITIONAL METAL CO U CONNECTORS NOT d REQUIRED WHEN NO c/) UPLIFT IS PRESENT. 8' CMU WALL o Z POURED LINTEL CONT. (TYP.) M — +- 0'-0" ��• 8" CMU FILLED CELL (TYP.) SEE SLAB SCHEDULE - ° TOP OF SLAB I 2X WALL FRAMING +_ T_T, ° SEE SLAB SCHEDULE !, •.• 1/2" DIA. SIMPSON STB2 BOLTS 5" TOP OF SLAB d ° Z Z m ° - MINIMUM EMBEDMENT INTO ° "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ° d. -01 ° CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX ° 00 POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE a ° ° SEE SCHEDULE FOR WxD, BAR SIZE ° FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL AL COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO 9 SCALE:3/4"=V-0" (NO UPLIFT) FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4"=V-0" 11 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F 04 v � O iz !)l A p Lu OC 0 A C � M v IP SUBDIV. & LOT: BBOTT PARK LOT #34 BLK #9 ROJECT# 04181.000- 34091 MODEL: 3EAB 1504- ALLEX" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C PRINT DATE: 05 26 20 SCALE: 1/4"=1'- 0" SHEET S1. IA STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Z SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND MIN. 10" T EAD W/+1" NOSE Z SPACING REQUIREMENTS 8" CMU WALL PAVERS #4 REBAR (TYP.) Q W +- 0'-0" +- 0'-0" h m � 8" CMU WALL TOP OF SLAB o TOP OF SLAB m w SEE SLAB SCHEDULE U a� Z O Q .4 a 1/2 RADIUS OR o > 0- SEE SLAB SCHEDULE U) a CHAMFER ° d e W a TOP OF SLAB a °. SEE SCHEDULE > Q W ° d C FOR WxD, BAR SIZE EE w z w m a.° • a. AND BAR QUANTITY O _j Q • �a ° .° > � EE SCHEDULE w • m O EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL AT ALL PAVER AREAS SCALE: 1/2"=V-0" SCALE: 1/2"=V-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING STEEL REINFORCING IN GROUTED WALL W/ SYP No 2 STUDS SEE CELL SEE PLAN FOR SIZE AND PLANS FOR SPACING. SINGLE 0 SPACING REQUIREMENTS BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/ PROVIDE DBL. TOP PLATE 1/2"x9" WEDGE ANCHOR W/ 2" Q w WASHER SET IN HIGH STRENGTH m U EPDXY 5-1/2" EMBED. MIN. @ 16" a SIMPSON SPH4 OR SPH6 OC MAX. cn _ z 8" CMU WALL BTM AND TOP PLATE O Q ANCHORS W/ 10d x 1 1/2" o +_ 0'_01+- 0'-0" OL COMMON NAILS FILL ALL M ° a TOP OF SLAB e a ° a a 4 TOP OF SLAB HOLES, DO NOT USE 10d a x 3" SEE SLAB SCHEDULE a .... a Q a a° a SEE SLAB SCHEDULE Z W ° d +- 0'-p"4 EXT. PORCH SLAB 4" CHAMFER (1-STORY) TOP OF SLAB a W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) Q JOINT (WHERE 6 APPLICABLE) Z_ MATCH STEEL 9 ° REINFORCEMENT 6" PVC CHASE N PER SCHEDULE SEE SCHEDULE THRU FOOTING > a a ° Q °. O cv)U ° °a a a ° Q ° Q d d. 6" PVC CHASE THRU FOOTING FOR WxD, BAR SIZE MATCH STEEL AND BAR QUANTITY SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE INTERIOR FOUNDATION WOOD WALL AND BAR QUANTITY PVC CHASE 5 SCALE:3/4"=1'-0" V THRU FOOTING (W/ UPLIFT) SCALE. 3/4 -1 -0 BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w � � u � � v � 4 4 co A � 0 p� 4 � LLu 0 � C A � A v Ul SVBDIV. & LOT: ABBOTT PARK LOT #34 BLK #9 PROJECT# 04181.000- 34091 MODEL: 3EAB 1504- ALLEX" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C SCALE: SHEET S1. 43'-4" 37'-0" 33'-4" 26'-0" 18'-8" 12'-0" 6'-0" 0 0 Ell 0 El El ID 7 0 CiU CO 10 0 d' CM T T 4 O N O � o _o a T- T O T a 0 El El El a o a 19'-0" 24'-4" 28'-0" 32'-8" 39'-4" 71 44'-4" 48'-0" 55'-4" 62'-8" DOWEL PLAN SCALE: 1/4 = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 x U W � v W U � 4 cllu p eZI A 0 C V SUBDIV. 8c JR ABBOTT PLOT #3BLK #9PROJECT# 04181.000-34 MODEL: 3EAB 1504- ALLEX" GARAGE SWING: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C SCALE: 1/4"=1'— 0" SHEET s ---I 1.2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK rll-- GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. TO HORIZONTAL A a REBAR W/ 10" HOOK Z a d a ° a. GROUTED BOND BEAM Z14 OL VARIES PER ELEV. d d Z ° 21 d CV ° d a a Q I <, J d a ° #5 BARS d Q co 1 d � d ° � d d, °° o d 10" HOOK o ' d $1' c� I co ^^d ° d .. d . a c� ° ° d ° C) d°4 ° .6 4 d . a N� e. Z -0 n CLEAN OUT REQUIRED ° Q a mFOR INSPECTION d co co O V-0" of ° a OL 0'-0" FIN. FLR. O 17° TIE ERTICAL REBAR b Ch _ a ° TO HORIZONTAL d.) a 9 ° d a REBAR W/ 10" HOOK • a d ° ° d. d Z � �O U V-0" :T _x CMU UNIT DIMENSIONS ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS METHOD HORIZONTAL/VERTICAL HORIZONTAL/VERTICAL REINFORCING 2 REINFORCING Q69 MASONRY SYMBOLS 3 SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" 7T.1 STEEL REINFORCING IN GROUTED -� CELL SEE PLAN FOR SIZE AND } SPACING REQUIREMENTS mW O J d U Z 8" CMU WALL 0 co +- 0'-01, +- 0'-0" OL cod TOP OF SLAB d a ° a s 4 TOP OF SLAB ° d SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" EXT. PORCH SLAB 4 W/ 1/2" ISOLATION d 4" CHAMFER (I-STORY) 6" CHAMFER (2-STORY) 0 JOINT (WHERE APPLICABLE) Z_ MATCH STEEL _ REINFORCEMENT 6" PVC CHASE N PER SCHEDULE THRU FOOTING BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" d a °d ° O 4. d ° a d "-°-- p d d. 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3/4"=V-0" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w � � u � � W � v � w u 0 � � 0 O V A Q LU F Q A 61 0 F v SUHDIV. & LOT: ABBOTT PARK LOT #34 BLK #9 PROJECT# 04181.000- 34091 MODEL: 3EAB 1504- ALLEX" GARAGE SATING: LEFT PAGE: DETAILS 160 MPH EXP. C PRINT 05 26 20 DATE: / / SCALE: 1/4"=11- 0" SHEET S1. 2A 11 . a h 1 "a i i �1a,i ; is It I I I 1 11 1 1 11 —__T 1 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (PS,) WZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 — (1) #5 — N/A — GROUTED SOLID UNO PROVIDE BB1 WHERE ROOF TRUSSES BEAR. TOP OF WALL EL. 8'-0" UNO "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4~14-4 N'Ir SAFE LOAD -POUNDS PER LINEAR FOOT 4c~r-4IM1h SAFE OAD IF 40MR64afN SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-0B 8F12-0B 8F16-013 8F20-0B 8F24-0B 8F28-0B 8F32-06 TYPE LENGTH 8U8 8F8 RCMU TYPE LENGTH 8F8-1T 8F12-1T 8F16-IT MOAT 8F24-1T 8F28-1T 8F32-1T 8F8-iB 8F12-1B 8F16-1B 8F20-1B 8F24-iB 8F28-1B 8F32-1B 8F8-2T 8F12-2T 8F16-2T 8F20-2T 6F24-2T 8F28-2T 8F32-2T V-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 T-6" (42") PRECAST 1025 1024 1598 V-6" (42") PRECAST 1569 2655 3524 4394 5263 6132 7001 3069 4605 6113 7547 8974 10394 11809 1569 2655 3524 4394 5263 6132 7001 4-4' (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 4'-0" (48") PRECAST 765 763 1309 4'-0" (48") PRECAST 1363 2305 3060 3815 4570 5325 6079 2693 4605 6113 7547 8974 10394 11809 1363 2305 3060 3815 4570 5325 6079 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 4'-6" (54") PRECAST 592 591 1073 4'-6" (54") PRECAST 1207 2040 2707 3375 4043 4711 5379 2189 4375 6113 7547 m 8672 10294 11809 1207 2040 2707 3375 4043 4711 5379 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 5'-4" (64") PRECAST 411 411 745 5'-4" (64") PRECAST 1016 171g11) 2276(4) 2838 3399 3961 4522 1663 3090 5365 7547(3e) 7342(1e) 8733(1e) 10127(1e) 1016 1715 2276 2838 3399 3961 4522 5-10„ (70)„ PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 5-10" (70)" PRECAST 340 339 616 5-10" (70") PRECAST 909 1567(1s) 2080(13) 2593 (e) 3107 (e) 3620(a) 4133 (3) 4451 2622 4360 7168(45) 6036(1e) 7181(1e) 8328(so) 929 1567 2080 2593 3107 3620 4133 V-6" (78') PRECAST 908 1238 2177 3480 3031 3707 4383 5061 6'-6" (78") PRECAST 507 721 490 6-6" (78") PRECAST 835 (12) 1407(2a) 186421) 2329,e 2790(1s) 3251(u) 3712(12) 1238 2177 3480 5381 1 8360 10394M 8825(u) 835 1407 1868 2329 2790 3251 3712 �� " 7 -6 (90) PRECAST 743 1011 1729 2632 2205 2698 3191 3685 �� 7 -6 (90) PRECAST 424 534 363 " �� 7'- 6 (90) PRECAST 727 (23) 1065(2a) 1624(31) 2025(ze) 2426(2e) 2827(25) 3228(24) 1011 1729 2661 3898 5681 8467(44) 6472(15) 727 1224 1624 1 2025 2426 2827 3228 9-4- (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 9-4" (112") PRECAST 326 512 230 9-4- (112) „ PRECAST 591 708(25) 1136(34) 1474(34) 1815(34) 2157(34) 2500(34) 1 752 1245 1843 2564 3486 4705(37) 6390(47) 591 862 1318 1643 1969 2294 2619 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 10'-6" (126") PRECAST 284 401 180 10'-6" (126") PRECAST 530 575(24) 916 (33) 1188(33) 1461(33) 1736(33) 2011(33) 643 1052 1533 2093 2781 3643(3s) 4754 (a5) 530 695 1180 (e) 1472 (4) 1763(2) 2055 2346 11-4„ (136)" PRECAST 362 582 945 1366 1846 2423 3127 4006 11-4" (136") PRECAST 260 452 154 11-4" (136)�� PRECAST 474 504 (�) 800 (32) 1037(32) 1274(32) 1513(32 175332 582 945 1366 1846 2423 3127 4006 494 607 1042(1o) 1372(11) 1643(s) 1915(6) 2187 (5) 12 -0�� (144)�� PRECAST 337 540 873 1254 1684 2193 2805 3552 12 -0" (144") PRECAST 244 402 137 12 -0�� (144) PRECAST 470 (e) 458 2a 724 (31) 938 (32) 1153(32) 1369(32) 1585(32) 540 873 1254 1684 2193 2805 3552 470 550 940 (1o) 1302 1s 1560(13) 181&11) 2075 (1o) 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 13'-4" (160") PRECAST 217 324 110 13'-4" (160") PRECAST 418 (1s) 386(22) 607(30) 785 (3o) 964(3o) 1143(31) 1323(31) 471 755 1075 1428 1838 2316 2883 428 460 780 (9) 1159(21) 1418(2o) 1653(1e) 1887(1) " 14-0„ (168) PRECAST 279 424 706 1002 1326 1697 2127 2630 " " 14-0 (168) PRECAST 205 293 100 " „ 14-0 (168) PRECAST 384 15) 358 (21) 560 (2e 724 (3o) 889 (3o) 1054(3o) 1220(30) 442 706 1002 1326 1697 2127 2630 410 425 717 (e) 1063(21) 1358(z3) 1582 ) 1807(21) 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 14'-8" (176") PRESTRESSED N.R. 284 91 14'-8" (176") PRESTRESSED 239 334 (21) 520 (2e) 672 2e 825 pap) 978 1131 30 458 783 1370 1902 2245 2517 2712 246 395 663 a 980 (2o) 1303(2e 1518 z5 1734 (2a 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 15'-4" (184") PRESTRESSED N.R. 259 83 16 4" (184") PRESTRESSED 224 313 20 486 (2s) 627 (2e) 769 (z9) 911 ze) 1054(ze) 412 710 1250 1733 2058 2320 2513 230 368 616 a 908 (20) 1240(2e) 1460(z�) 1668(2e) " " 17-4 (208) PRESTRESSED N.R. NR NR NR NR NR NR NR '- " " 17 4 (208) PRESTRESSED N.R. 194 64 " „ 17-4 (208) PRESTRESSED 187 263 1e) 405(2s) 521 (M 638 756 2 873 (27) 300 548 950 1326 1609 1849 2047 192 306 506 (e) 740 (1s) 1005(27) 127131 1473(31 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 19'-4" (232") PRESTRESSED N.R. 148 52 19'-4" (232") PRESTRESSED 162 229 (1) 348 2s 447 (25 547 25) 647 5 747 25 235 420 750 1037 1282 1515 1716 166 263 ELM 623 (1e) 841 (�) 105930 1227(30 " " 21-4 (256) PRESTRESSED N.R. NR NR NR NR NR NR NR " " 21-4 (256) PRESTRESSED N.R. 125 42 „ „ 21-4 (256) PRESTRESSED 142 204 1e 307 23 393 zs 480 ) 566 za 655 u 180 340 598 845 1114 1359 1468 142 232 373 (n 537 (v) 721 z5 905 2e 1048(29). 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 22'-0" (264") PRESTRESSED N.R. 116 40 22'-0" (264") PRESTRESSED 137 197 (1s) 295 379 (23) 462 (23) 546(23) 630 (23) 165 315 550 784 1047 1285 1399 137 223 358 51688 (2a) 863 ) 999 (ze 24'-0" (288') PRESTRESSED N.R. NR NR NR NR NR NR NR 24'-0" (288") PRESTRESSED N.R. 91 33 24'-0" (288") PRESTRESSED 124 179 (u) 267 (21) (21) 492(z1) 567(22) 129 250 450 664 884 1092 1222 124 202 319 (7) Et'16 606 23) 757 (27) 876 (M (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. - ALL VALUES TAKEN FROM "SAFE LOAD TABLES" BY CASTCRETE MAY 2015 EDITION - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS 8F16-1T/OM/OB 8F16-1T/OM/OB 4 ,♦ I X--/ 8F16-1T/OM/OB 8F16-1T/OM/OB 13'-511 - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W a W v 1 W U Q N o 4 A p 0 Lu eL A ol A C 0 CA F v ti � IA BUBDIV. & LOT:BBOTT PARK LOT #34 BLK #9 PROJECT# 04181.000-34091 MODEL: 3EAB 1504- ALLEX" GARAGE SWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C PRINT 05 26 20 DATE: / / SCALE: 1/4" SHEET S 2 NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" - 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM �0 --1 #5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. „ PLACE STEEL 3. HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 4 REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND (j AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 M�� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" ��`LP` 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH OJ/ COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. , 811 VERTICAL REBAR W/ 10" HOOK 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. / PQ' ' F� 8x16 DBL. BOND TOP OF 2 Q�� BEAM W/ (1) #5 BAR BOND BEAM • � �\Q��, � EACH COURSE G 8x8 BOND BEAM TOP OF • Q�G�\� W/ (1) #5 BAR UO BOND BEAM O F = FILLED W/ GROUT 30" TYPICAL l .`�OF U = UNFILLED GROUT SOLID FROM TOP \ �1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING J # OF #5'S, IN 2ND BOND WIDTH BEAM COURSE BEAM, IF FILLED LINTEL. #5 BAR IN BOND BEAM SEE NOTE 5 8x8 PRE -CAST CONCRETE �16-1 T/ 1 M/O B LINTEL W/ (1) #5 BAR (L2) 41 NOMINAL LENGTH OF BAR P �F = WIDTH OF MASONRY HEIGHT BOND BEAM COURSE BEAM DESIGNATION CORNER OPENING-2 IT IS THIS ENGINEER'S INTENT OR 2 THAT XFXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE a ` SCALE: 3/4"=1'-0" REINFORCING OF BOND BEAM AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER (: IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS SCALE: 3/4"=1'-0" AND XUXX - 1T/1M/06 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) S2x4 (MIN 2 X 3) 1-3/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT el000 AS SHOWN 3 1/4„ 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST a - OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" � EMBEDMENT O.C. MAX.IDMENT 0 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO _ SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16" OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW VCMU WALL CORNER BARS SILL CONSTRUCTION ARCHWAY FRAMING DETAILS SCALE. 3 AT CORNER STEP 5 SCALE: 3/4" = 1'-0" SCALE: 3/4"=V-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I , > SINGLE #5 CORNER �BAR, 30x30 TURNED UP STEEL REINF. OF ��O I OR TURNED DOWN INTO BOND BEAM NCO -F I FILLED CELL I/ / lII i I I IN4- , 8x8 CMU PIER PROVIDE #5 BAR (( W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE / SEE PLAN. STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE I N ELEVATION OF BOND BEAM 7 SCALE: 3/4"=V-0" 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 rw � 9 u r- W >- V 0 cl L4 o 4 N p to A ol 0 � 0 v rA SUBDIV. &LOT:BBOTT PARK LOT #34 BLK #9 PROJECT# 04181.000-34091 MODEL: 3EAB 1504- ALLEX" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ARCHITECT ONN ROLnrn a ABOUCK AR NO 93723 PRINT 05 26 20 DATE: / / SCALE: 1/4"=1'-0" SHEET S2. IA FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 1A 7'-0" M Lo yV U U U DIAGONAL FOR BOTTOM CHORD DIAGONAL FOR BOTTOM CHORD DIAGONAL FOR BOTTOM CHORD BRACING @ 20'-0" O.C. MAX BRACING @ 20'-0" O.C. MAX BRACING @ 20'-0" O.C. MAX n n 1 11u 11 11 11\ 11 It 11 It 11 ifn n if 11n n n n u n II II V LL � II II II II II II II II II II II II II II II II II II II II II II II o II II II II II II II II II II II II II II II II II II II I II —IFacll 6 II II IF-11 I I I I I I II II I III u u� u u n u u I S3.1 u n n 11 11 11 11 11 11 11 11 11 1 n u u II 10 II II II II II II II II II II II II II II II II II II II 11 II II II II II If II II II IIII I11 II II II 11 II IIII I11 1III xir I11 IIIIII I 11 II II II 11 II II 1 II II II II II II 1 11 11 11 11 11 II 11 LI ti I II II RIDGE II II I II 11 II II II II II II II II II II II II 11 II II II II 11 II II II II W = _ _ = C� II II II II II II II II II II II II 11 II II II II II II II II 11 y,� I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II 11 If 11 II II 11 11 11 I II II II II II II II II II II II II II II II II II II II II II II II CJ5 I I = II II II II II II II I I II II II II I II II I I II u u n u u u a u n u u n u u u u u n n u n u u u I ACJ3 = 1011 _I � oc) u u n n u u u n u u n II u u u u n u a if a if an CJ 1 u II ¢ ¢ u u u 11 n n u u 1 u u u n n u u u 1 n u u n U U U 1A FRAMING PLAN SCALE: 1/4 = V-0" 1A 1A 7'-0" Lo c 13'-5" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W y � u a— � a � � J 0. 0 wLu a A � A 0 t C 0 ECIO j SUBDIV. & LOT: ABBOTT PARK LOT #34 BLK #9 PROJECT 04181.000- 34091 MODEL: 3EAB 1504- ALLEX" GARAGE SWING: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C PRINT 2026 DATE: 05 / / SCALE: 1/4"=1'-0" SHEET S3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" # 1100 UPLIFT 1Od TSIMPSON (9) 10d x 1 2" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 W/10 10d TO B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOF/WALL/FLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", TRUSS AND (4) 1/4" x 2 1/4" (12) 16d x 1 J" NAILS TO TRUSS SHEATHING (9) 10d x 1.1. NAILS TO 6", 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE ( # 1900 UPLIFT (2) SIMPSON C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO NOTE: A PT SYP #2 2" x 4", CONJUNCTION WITH ° ° ° ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (16) 10d x 3 4" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED OPPOSITE FACES OF (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. BLOCK WALL W/10 10d TO WITH (12) 16d x 3 1" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR TRUSS AND (4) 1/4" x 2 1/4" ADDITIONAL PLY MAX. TO TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN CONT POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) 8" x 5" TITEN HD TO CMU AND (12) SDS 2x SECURED W/ (3) 16d" x 2 J" TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES" , (2) ' x 5" TITEN HD TO CMU AND (18) SDS 4' x @ 24O/C1x2, 2x WOOD FASCIA GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER D (18) S NS WITH 12" O/C FOR REVIEW16d AND APPROVAL 2x SECURED N N ILS 2 1" x 5"TITEN HD TO CMU AND 18 SDS a' x 3" It GALV. COMMON NAILS. 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 2" COVER & 2" APART B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 3 la lb 1 c GIRDER CONNECTOR(S) SCALE:3/4"=V-0" 2a 2b 2c TYPICAL ROOF SCALE: 3/4"=V-0" SCALE: 3/4"=1'-0" GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'4" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE 6'-0" MAX (W/1X4) (1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA. W/2X4 (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" OR 10'-0" MAX ( ) FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC 1x4 DIAGONAL MAX. BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BRACING, SEE P.T. PLATE W/ 12d's 8" c PLAN FOR LOCATION STIFFBACK (AS PER O.C. MAX o H } MAY NOT BE TRUSS ENG) CONT. 2X4 SECURED W/ N REQUIRED a ~ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES <a SEE SCHEDULE FOR BOND BEAM REQ. 1x4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 1U-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END 6 SCALE:3/4"=V-0" 7 PRE-ENG'D TRUSS SCALE:3/4"=V-0" 5 NOT USED 4 NOT USED NOTCH DEPTH 1/4*D THE USE OF ALTERNATE MATERIALS MAY BE HOLE EDGE >5/8' USED SO LONG AS THEY CONFORM TO THE T HOLE DIAMETER FOLLOWING < 2/5*D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >518" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 0141, SUBJECT TO F1 AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5*D DBL. STUD STUD NOTCHING 11 ALTERNATE MATERIALS AND BORING LIMITS NOT USED NOT USED SCALE:3/4"=V-0" 9 10 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 R; a W >- � J dl = 0 o a ci A a Lcn e 0 '0 V SUBDIV. 8c LOT: ABBOTT PARK LOT #34 BLK #9 PROJECT# 04181.000-34091 MODEL: 3EAB "1504— ALLEX" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C PRINT 05 26 20 DATE: SCALE: SHEET S3. IA I PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24O.C. " NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR' FOR STRAPPING LOCATION ' ' VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK • ' '' W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION . WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE o• • PROVIDE BLOCKING `o ' SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL. BD. AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 10d s @ EACH FILL ALL HOLES, DO NOT USE 10d x 3 1/2"x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH N TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. EPDXY 5-1/2" EMBED. MIN. @ 16" 10a 10b 10c OC MAX. SCALE: 3/4"=1'-0 GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL °� 8 a TRUSS TO POST CONNECTION SCALE: 3/4"=1'-0" a `a A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. a B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 5/8"' A.T.R. TO HDU4 AND (10) 1/4" X 2 1/2" SDS TO POST TRUSS CONNECTION @ L.B.W. POST TO SLAB CONNECTION 9a gb 3/4 1 0 DI A&B < SIMPSON ABU44Z POST BASE U.1,900 G:5,660 W/ 5/8 D A. x 6"EXP. BOLT A. SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA, x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i 61 = o O co A Q eL t 01 � 61 C 61 V > cn IP SUBDIV. & LOT: BBOTT PARK LOT #34 BLK #9 ROJECT# 04181.000- 34091 MODEL: 3EAB "1504-ALLEX" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C PRINT 05 26 20 DATE: / / SCALE: 1/4"=11- 0" SHEET Sao 1133 L GABLE -END !� **Q * • - � ©- • ORA '114 im on 2 • 'pri • C 2 HIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 18.31 PSF (28.31) ZONE 2 = 31.68 PSF (41.68) ZONE 3 = 54.88 PSF (64.88) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK 8d RING SHANK, 2 1/2" 0.120" 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. d' V U) _J Q Z W z� Ur LLI YU� Z V Q =O U) Z 00 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES Q Z Z :D Lu (D LL Z Z = U U) O c J Q Z ' D . 0 00 `,— Y z 2 ' U) Z ........... a 10 U) Qcn zW z (7 Z) in 0 LIJ Yg Z U U O 0 Z ry 00 J_ Q Y Z QW w 1: W C, U) U w_0U�@� U ~ U U) o °D W z a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING ----� .---�, ' 1 ,1 " mil . . ■ 8d RING SHANK GUN NAILS 6" O.C. IN FIELD IUbttJIKUIiIUKHL 8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0. N FIELD 1 YP. 3/4" 1 &G SUB-FLOOK DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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 FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD -non-concurrent 10 psf BTM CHORD -non-concurrent DEADLOAD DEAD LOAD 15 pef TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 11 BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT EXCEED 5" +/- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES, IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE, REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-1/2" FOR #5 AND SMALLER 2" FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/4". WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON-BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN'1/z" OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-0" OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30" #7 BAR - 42" PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. 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. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPI/WTCA BCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. 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. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS 1x2 PT FURRING TO CASE HARDENED COIL 8 O/C GARAGE DOOR BUCK 1/4" DIA. TAPCON MASONRY 8 O/C 1 1/2" EMBED., 4" END DIST, MASONRY/CONC. NAIL 1 1/2" LONG. TO MASONRY/CONC. NO WASHER FASTENER 1 1/2" EDGE DIST. SGD, AL. EXT. DOORS CASE HARDENED COIL 9" O/C WINDOW/DOOR/ FASTENED GARAGE DOOR BUCK 1/2" DIA. W/ 4" EMBED., 4" END DIST., 1x PT, SEE NOTE 6 NAIL 1 1/2" LONG. STAGGERED INTO MASONRY/CONC. TO MASONRY/CONC. WASHER EXPANSION BOLT 24O/C " 3" EDGE DIST. WINDOW BUCK CASE HARDENED COIL 91,O/C WINDOW/DOOR/FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING 1xPT, SEE NOTE 6 NAIL 1 1/2" LONG. STAGGERED INTO MASONRY/CONC. MASONRY/CONC. REQUIREMENTS EXT. SWING DOOR (2) 3/16"DIA. "TAPCON" BUCK 2x PT, SEE NOTE 6 NO WASHER FASTNER 18 O/C DIST., 1 1/2" EDGE DIST. WALL TO CONC. SLAB W/ WASHER BOLT 24" O/C DIST, 3" EDGE DIST. 2x PT WINDOW BUCK 0.138° PAF x 2 1/8" 9" O/C 4" END. DIST, 1 1/2" PT TO STEEL COL., SEE W/ WASHER STAGGERED EDGE DIST. NOTE 6 NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774 6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 aq U W Q 944 a a' Arn p QQ Q ICti LU , 61 4 92 � A C 0 0 0 F: V SLTBDIV. ac LOT: ABBOTT PARK LOT #34 BLK #9 PROJECT# 04181.000- 34091 MODEL: 3EAB "t504- ALLEX" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C PRINT 05 26 20 DATE: SCALE: 1/4"=1'— 0" SHEET SNI m