The URL can be used to link to this page

Home My WebLink About37408 Teaberry LpI 41 SET MAG NAIL (NO ID) ul LU LL 0 LU 1,2' . . . . . . . . . NAIL 4 DISK . . . . . . . . . . Ilk SET L58382 7 .:CONCRETE tj LU. 8 8c-�*34'41"E 0. Z' 7 00 3,0' CONCRETE . . . . . WALK Q6 LOT 11 C35,00, AC UNIT 56"s" EXITING ONE STORY FRAME RESIDENCE NO,31408 LOT 10 42S NAIL 4 DISK SET L15P.,362 8 8S,`34'4-1"E 9-11 LOT S EDGE OF FAVED STREET c3r;0,00, M I SCALE 3/4 11 = 10, 1/2"IRON ROD FOUND (NO ID) S'5' 10.1, LU LOT 13 C4 d'35 Q z Is.1' 55/8"IRON ROD FOUND LB&a5S ALL WORK SHAt-L �"OMpjy WITH PREVAILING CODES �--;-.-JRDA BUILLA�G CODE, NATjQfl\�AL -ELECTRIC �7'..,)DE, 1Y :FHYRHILLS ANDTHF-('�T ORDINANCES ' �D�c 26 I T Y 0- PLAN EXA\A' PREPARED BY: SECTION 10 TOWNSHIP 2ro SOUTH RANGE 21 EAST PASCO COUNTY, FLORIDA 3140a TEA5ERRY LOOF DESCRIPTION: LOT 10 OF WEDGEWOOD MANOR, PHASE I AND 11, ACCORDING TO THE MAP OR FLAT THEREOF AS RECORDED IN PLAT 500K 21,PAGES 11 THROUGH 14, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. NOTES: I- THIS MAP REPRESENTS A BOUNDARY SURVEY. (FIXED IMPROVEMENTS SHOWN) 2- DESCRIPTION FROM RECORD BOOK 1013e PAGE 2e'13 PASCO COUNTY PUBLIC RECORDS, 3- BEARINGS SHOWN HEREON ARE BASED ON ASSUMED DATUM AND REFERENCED TO THE EAST LINE OF TEABERRY LOOP BEARING N O0*25'i3"E (PER RECORD PLAT) 4- NO APPARENT SURFACE ENCROACHMENTS EXCEPT AS SHOWN HEREON. 5- UNDERGROUND ENCROACHMENTS OR UTILITIES (IF ANY) NOT LOCATED IN CONJUNCTION WITH THIS SURVEY. 6- THIS SURVEY PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH. THIS SURVEYOR NOT RESIOON615LE FOR EASEMENTS, ADDITIONAL RIGHTS -OF -WAY OR OTHER ENCUMBRANCES OF RECORD NOT FURNISHED TO THIS OFFICE. -11- NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED BEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY 18 PROHIBITED, 505BY W. SIMMONS PROFESSIONAL LAND SURVEYOR FLORIDA PLS CERT. NO, 2163 NOT VALID UNLESS IMPRINTED WITH RAISED SEAL ANY REPRODUCTIONS OR DISTR15UTION OF THIS SURVEY MAP OR REPORT WITHOUT THE EXPRESS WRITTEN CONSENT OF THE SIGNING PARTY 16 STRICTLY PROHIBITED. THIS SURVEY MAP OR REPORT 18 VALID ONLY TO THOSE INDIVIDUALS OR ENTITIES NAMED HEREON, THIS SURVEYOR ASSUMES NO RESPONSIBILITY OR LIA51LITY TO ADDITIONAL PARTIES FOR ITS UNAUTHORIZED USE. D - Dead or Description CM - Concrete Monument POB - Point of Bs!@Inn1nQ P.C.P.- Permanent Control Point P.R.M.- Permanent Reference Monument R/W - Right OF Way RRS. - Railroad Spike N 4 1) - Nall and Disk (C) - Computed Data P,C, - Point of CurvatureOR official Rero P.T. - Point or Tan!@ency PG Pa!as 110, - Iron Pipe P Plat IR. - Iron Rod F Field Data FD1 - Found (i center Line S. - set R Radial AC - Air Conditioner N R Non Radial REVISIONS SIMMONS, IBEALL AND -A TREIBOUR, LLC PROFESSIONAL LAND SURVEYING AND LB08382 3613S STATE ROAD 52 DADE CITY, FLORIDA 33525 TF,O. BOX 12c3l DADE CITY, FL, 3352ro P : 352-561-0046 FAX: 352-561-0615 EMAIL: SUFFORTSTAFI=,STAMPASAY.RR.COM Date or Survey - Date of Flat - 01-25-2021 Drawn by : CD 01-26-2021 Job Number - 2021-012 PREPARED FOR: SUI=- JORDAN Chocked by : MW5 Sheet - ONE CE ONE �9�-L d9 POCKET BEAM INTO WALL WITH TRIPLE STUD PACK IN WALL BELOW BEAM AND PLACE SIMPSON LTTP2 AT SIDE OF THE STUD PACK 0 6X6 POST WRAP WITH WARDI TRIM, SEE DETAIL (3) 2XS 02 PINE WITH 1/2" PLYWOOD FILLERS SECURE BEAM TO FACE OF EXISTING WALL WITH SIMPSON WUC68 HANGER - AND FILL NAIL HOLES WITH IO0XI 1/2" NAILS RELOCATE EXISTING CONSENSOR TO THIS LOCATION NEW MINI SPLIT EXTERIOR UNIT I&, oil --------------- PORCH SLAB 4" BELOW HOUSE FLOOR 24 SH CLOSET 34' 0" 29' 0" END WALL TO BE BALLOON FRAME FROM SLAB TO 50TTOM OF ROOF SHEATHING SIDE WALK .31 oil I' Oil 3 1 0 it I'di 31 Oil jl 211 3050 SW 3050 SH 3050 SH CONTINUOUS H�ADER ABOVE THESE 3 WINDOWS WITH SIMPSON LTTP2 AND DBL STUD PACIK UNDER BEAM AND ONE FULL HEIGYT STUDS AT EACH END Or- BEAM 23' 0" sptk& SHELVING UNIT BUILT TO MATCH MURPHY DOOR oil U111111111111 T I 1-ij A :ATE REMOVE DOOR TO CRE WINDOW TO REMAIN ENTRANCE TO NEW ROOM AND REUSE IN ADDITION < EXISTING S'O" 2X4 WOOD WALL u_ m Q SITTING AREA \-x MASTER BED =j, 1 - - - - - - - - - - - - - - - - - - - -- - - - - - - - PROPOSED PARTIAL III 1 11 FLOOR PLAN 1/4 =1 0 A4* OHMAIK WAkL-1-0 #A" NI=W tzA I tztKIVM WAkL-L-0 AL, I FIELD DIMENSIONS WERE DONE TO THE BEST OF OUR ABILITY AND MUST BE FIE LD VERIFIED BY CONTRACTOR BEFORE CONSTRUCTIONS BEGINS THESE ADDITION CONSTRUCTION DRAWINGS WERE DESIGNED TO COMPLY WITH ALL OF THE LOADING REQUIREMENTS - SECTION 1103 "STRUCTURAL" OF THE FLORIDA BUILDING CODE 2020 - EXISTING BUILDING ITH EDITION A[)[)ITI(::)N AREA LIVING 266 FORCH 5_1 TOTAL 323 (p SIMPSON LTTP2 TIE DOWN AT THE LOCATIONS SHOWN WITH 5/8"X&' EXPANSION SOLT THROUGH PLATE INTO SLAB AND FILL NAIL HOLES WITH iorw 1/2" NAILS 34' 0 of T it 3: 0 EXISTING PARTIAL 11 = 11 oil FLOOR PLAN 114 FIELD DIMENSIONS WERE DONE To THE BEST OF OUR A51LITY AND MUST BE FIELD VERIFIED BY CONTRACTOR BEFORE CONSTRUCTIONS BEGINS OFF RIDGE VENT EAST ELEVATION 1/4 11 11 oil -- ----------------------- 3 - _7 -7 -7 -7 -7 _7 -7 -7 17 HATCHED AREAS EXISTING HOUSE 11 oil NORTH ELEVATION 1/4 WALL HEIGHT a 011 010. ---- 7_1777-7 ------------------------------ 7777 HATCHED AREAS EXISTING HOUSE I, oil SOUTH ELEVATION 1/4 ROOF TRUSS 2X2 WOOD VERTICAL BLOCKING ATTACHED TO FACE OF EACH TRUSS WITH (2) 120 NAILS AND EXTENDS DOWN TO SOFFIT LOCATION NOT REQUIRED WITW OVER HANGS 12" OR LESS. 4" TO 8" FASCIA INSTALL BEHIND EAVE DRIP - SECURE SOFFIT TO BOTTOM OF FASCIA WITH 1/9" STAPLE, SECURE FASCIA WITH 1 3/4" TRIM NAIL 19," or- 2X2 CONTINUOUS BATTEN ATTACHED TO VERTICAL 2X2 BLOCKING WITH I- 12D NAIL - MAX 24" WOOD WALL SOFFIT DETAIL NOT TO SCALE 1/2" CDX OR 1/16" OSB ROOF SHEATHING NAILED PER ROOF SHEATHING DETAIL - WITH 8D NAILS, USE STEEL PLYC LIPS GAF UNDERLAYMENT AND SHINGLES SEE TRUSS LAYOUT 2X4 02 SPRUCE SUB FASCIA WITH ALUMINUM FASCIA, DRIP AND SOFFIT. SEE SOFFIT DETAIL VINYL SINGLE HUNG WINDOWS 2X4 02 SPRUCE STUD WALL SPACED 16" OC WITH 1/2" CDX OR 111(o" OS5 WALL WALL SHEATHING NAILS 3" OC ON ALL PLATES AND g," oc ON VERTICAL STUDS, COVER WITH TYVEK HOUSE WRAP AND INSTALL HARDI LAP SIDING PER MANUFACTURE SINGLE 2X4 P.T. BOTTOM PLATE SECURED TO SLAB WITH I/2"X5" EXPANSION BOLTS MAXIMUM 24" OC AND ADD SIMPSON LTTF2 TIE DOWNS ANCHORS AT LOCATIONS SHOWN ON FLOOR PLAN GRADE INSTALL CONTINUOUS F CHANNEL TO EACH STUD IN WALL WITH (2) 1/9" STAPLES 12" or - AT LOCATIONS SHOWN WOOD WALL —ALUMINUM SOFFIT PANEL SECURE PANEL TO 2X2 BLOCKING WITH -1/8" STAPLE OR 0axi" SCREWS 8"Oc ENGINEERED ROOF TRUSSES 24" or, < MINIMUM R-30 INSULATION IN ATTIC ARSAS 1/2" CEILING TYPE GYPSUM BOARD D5L 2X4 02 SPRUCE TOP PLATE DBL 2XI2 02 PINE WITH ONE LAYER 1/2" PLYWOOD FILLERS OVER ALL DOOR AND WINDOW OPENING$ R-13 INSULATION IN WALLS 1/2" GYPSUM BOARD 4" 2500 MINIMUM CONCRETE SLAB WITH WIRE MESH OR F15ERMESH AND 6 MILL VISQUEEN OVER CLEAN COMPACT TERMITE TREATED SOIL 18"X12" MONO FOOTINGS WITH 2 EACH 05 REBAR ON CHAIRS 50TTOM OF FOUNDATION 1211 MINIMUM 12" BELOW GRADE 2X4 8' 0" WOOD WALL DETAIL NOT TO SCALE PRODUCT CATEGORY APPROVED PRODUCT LIST SUB CATEGORY MANUFACTURER STATE OF FL, APPROVAL* STRUCTURAL COMPONIET LTTF2 SIMPSON FIL 1141B6,5 STRUCTURAL COMPONET ABU&& SIMPSON FL 1084S STRUCTURAL COMPONIET HIOA SIMPSON FL 104561 STRUCTURAL COMPONIFT MSTA24 SIMPSON FL 10456,15 STRUCTURAL COMPONIET HUC68 SIMPSON FIL 10531,S ROOFING ASPHALT GAP SINGLES ALL FL 10 124,1 ROOFING UNDERLAYMENT GAP FL 10626,1 SINGLE HUNG WINDOWS NON IMPACT PLYGEM 1500 FL 16103,1 EXTERIOR DOORS SLIDING GLASS PLYGEM 4160 FL 14634,4 SOFFIT 4 FASCIA TRIM SOFFIT AMERICAN CONSTRUCTION METALS FL 1201S,l WALL SIDING EXTERIOR HARDI BOARD FL 13IS2,1 LAP SIDING 2 1 ROOF EDGE (D RIDGE (D Q GABLE END PARTIAL ROOF PLAN ZONE 9d RING SHANK NAILS AT 6" O,C, AT EDGES Od RING SWANK NAILS AT 6" O.C. INTERMEDIATE ZONES Sd RING SHANK NAILS AT 6" O.C., 4" O.C. AT ROOF EDGES, RIDGE LINE, OR GABLE ENDWALL NOTEt END JOINTS FOR SHEATHING SHALL BE STAGGERED AND OCCUR OVER A FRAMING MEMBER. ROOF SHEATHING NAILING PLACE IX4 02 SPRUCE BOTTOM CORD OF TR (2)12D NAILS/, INSTALI UNVENTED SOFFIT FOS PORCH NOT TO SCALE RUSSES SIMPSON HIOA, FILL NAIL HOLES WITH IODX 1 1/2" NAILS FLOOR PLAN FOR BEAM SIZE :>EGREE CUT BEAM TO SET OF POST ) STRAP EACW BEAM TO FACE OF !,T WITH (1) SIMPSON MSTA24 STRAP NAIL HOLES WITH IODX1 1/2" NAILS &X& F,T, WOOD POST WRAP WITH HARD] TRIM PORCH SLAB - - - - - - - - - - - - - - - - - 4" GRADE T 16"X12" MONO FOOTING WITH 0 12" (2) 05 RE15AR ON CHAIRS roX6 FC)ST 4 IBEAM DETAIL NOT TO SCALE SIMPSON ABU&6 WITH 3/4"X5" EXPANSION BOLT IN SLAB AND FILL NAIL HOLES WITH IODXI 1/2" NAILS %x L HA* NS =T.L.-*HAjW8ffi6k1c8* BOX 11* DADE I HERB Now IFYVATRAWE WERE P ARE IN C FLORIDA 5 FOR 13121 MPH 0 2020 BUILDING TIA 2,EtO. 39654 n,41L 33526 V4&AND SPEC imr-ATIONS Vb-iy DIRECT supERvISION PIG 6, SECTION IrPOS OF THE EMITION AND ASCE 1-16 TEGORY 11 AND THE ENTIRE - I TH EDITION GENERAL NOTES: THIS BUILDING WAS BEEN DESIGNED TO CONFORM TO THE 2020 FLORIDA BUILDING CODE ITH EDITION AND THE 2020 FLORIDA BUILDING CODE - RESIDENTIAL ITH EDITION. T.L. HANSON A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY, WAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF: THIS STRUCTURE. THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE FOLLOWING SUPERIMPOSED LOADS: SLAB: LIVE LOAD - 50 P,S,F, DEAD LOAD - 10 P.S.F. ROOF: LIVE LOAD (TRUSS TOP CHORD) 20 P,S,F. DEAD LOAD (TRUSS TOP CHORD) - 10 P,8.F, (15 P.6,F, WHEN TILE ROOFING 16 INSTALLED) DEAD LOAD (TRUSS 50TTOM CHORD) - 10 P.S.F. ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - I P.S.F. WIND, BUILDING 18 DESIGNED TO CONFORM TO ASCE 1-16, CHAPTER$ 26 THRU 31; PER 2020 FLORIDA BUILDING CODE, RESIDENTIAL 1TH EDITION- SECTION R301.2.1.1. AND 2020 FLORIDA BUILDING CODE 1TH EDITION SECTION 160121 WIND DESIGN ASSUMPTIONS: BUILDING EXPOSURE - 5 BUILDING RISK CATEGORY - 11 MEAN ROOF HEIGHT 30' OR LESS HEIGHT A EXPOSURE ADJUSTMENT COEFFICIENT - 1,0 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT 0,15 WIND SPEED SHOWN AT THE 50TTOM RIGHT CORNER OF THIS SWEET ALL STRUCTURAL ELEMENTS, EXTERIOR WALLS AND INTERIOR WALLS SHALL BE TYPE V CONSTRUCTION PER FBC 602.5 SOIL BEARING 4 COMPACTION: COMPONENT 4 CLADDING WIND LOADS ALL OTHER BUILDING ROOF OVERHANG COMPONENT ZONE LOADS LOADS 1 N/A +32,3/-35.3 2 -65.1 -32,3/-56.2 3 -110,,& +32.3/41b.0 4 N/A +35.3/-38.2 5 1 N/A +353/412 THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P,S,F, (MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONS15LE FOR VERIFYING THAT THE SOIL ON THE SITE 16 PROPERLY PREPARED 4 COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P,S.F. FOUNDATION LOADING. T.L. HANSONs A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY. DESIGNED THESE FOUNDATION$ WITHOUT VISITING THE CONSTRUCTION SITE NOR PERFORMING ANY SOIL TESTING. T.L. HANSON SHALL NOT BE RESPONIS151-E FOR THE SITE SOILS ABILITY TO SUPPORT THE BUILDING LOADS. FOUNDATION$ 4 SLAM -ON -GRADE: BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA. ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING. SLAB SHALL BE PLACED OVER A ro MIL VAPOR BARRIER ON CLEAN, ADEQUATELY COMPACTED AND TERMITE POISONED SOIL. CONCRETE UTILIZED IN THE FOUNDATIONS AND SLA56 SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.1, REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25" FOR 05 REBAR, 30" FOR 06 RESAR 4 35" FOR 01 RE5AR, PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER FINAL SITE GRADING). THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE EXACT STEMWALL WEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACK$. TIMBER MATERIALS: ALL TIMBER MATERIALS SHALL BE AS FOLLOWS: ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED PRIOR TO REQUESTING THE FRAMING INSPECTION, ALL LUMBER IN CONTACT WITH MASONRY WILL 5E PRESSURE TREATED MATERIALS INTERIOR STUD WALLS TO BE OF 2 X 4 02 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T. PINE BOTTOM PLATE AND SINGLE 2 X 4 02 SPRUCE TOP PLATE WITH STUDS SPACED MAXIMUM 24" OC, WALLS TO HAVE 1/2" GYPSUM BOARD EACW SIDE, WITH WALLS AT GARAGE TO HAVE MINIMUM R-11 INSULATION DRAFTSTOPPING: IN SINGLE FAMILY DWELLINGS, DRAFTSTOPPING SHALL BE PROVIDED (PARALLEL TO THE MAIN FRAMIMG MEMBERS) IN FLOOR/CEILING ASSEMBLIES SEPARATING USEASLE SPACES, DRAFTSTOPPING SHALL BE CONSTUCTIED SUCH THAT THE FLOOR/CEILING ASSEMBLY 16 BROKEN UP INTO TWO OR MORE APPROXIMATE AREAS WITH NO AREA GREATER THAN 1000 60. FT. ATTIC ACCESS: ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQ, FT. AND HAVING MINIMUM 30 INCWES OF VERTICAL HEIGHT. ROUGH -FRAMED OPENING NOT TO BE LESS THAN 22 X 30 INCHES. WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC, IT SHALL BE INSTALLED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION M1305.1.3 2x4 CROSS -BRACING RIDGE 20'-0" MAX Lq 11 oil 14 1 1 m", Him hilk I I FAI MIN lipm M"I im. m M mplom 4'p, 1 no 11 IMIN PlAr SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL BRACING OR CROSS BRACING REQUIREMENTS REQ. MINIMUM TRUSS 5RACING TOP/50TTOM CHORD GABLE 7 END BRACING a 48" O.C. MAX FOR THE FIRST 4 ROWS OF TRUSSES (MIN 2X4 ) ui A CONT. BOTTOM CHORD BRACING fl"x4" MIN.) 10'-0" MAX, SOIL TERMITE TREATMENT: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDE5, INCLUDING PESTICIDES APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT To NEW CONSTRUCTION. A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE issuEo. THE CERTIFICATE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT 16 IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES," IF A REGISTERED TERMITICIDE BAIT SYSTEM 16 TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION, DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL. INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING 4 COMPACTION ARE COMPLETE ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED (INCLUDING ANY BOXED OR FORMED AREAS) - BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF AN ADEQUATE SIZE 4 DEPTW TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE INITIAL TREATMENT. A MINIMUM (o MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT SHALL BE REQUIRED ANY CONCRETE OvERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED At -it CONSTRUCTION 16 COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION). ANY SOILS DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED, CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE BUILDING SIDEWALLS (PER F5C R319). AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TU5 TRAP BOXES FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS. THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE CEMENTITIOUS, FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION FOR FUTURE TERMITE INFESTATIONS TRUSSES: IF THE CONTRACTOR, TRUSS MANUFACTURER OR ANY OTHER DESIGN PROFESSIONALS REVISE THE TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS T. L. HANSON 4 ASSOCIATES 16 REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT. EXTERIOR WINDOWS 4 DOOR ASSEMBLIES: ALL EXTERIOR WINDOW 4 GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/162 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. ALL MULLIONS AND ADJACENT DOORIWINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE. INSTALL AH WINDOW i DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS TO ACHEIVE THE DESIGN PRESSURES SPECIFIED, ELECTRICAL, PLUMBING 4 MECHANICAL - IN ACCORDANCE WITH CHAPTER 411,003(2)(1) OF THE FLORIDA ADMINISTRATIVE CODE. ELECTRICAL, PLUMBING AND MECHANICAL SYSTEM$ SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES, THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/WER REQUIREMENTS. ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT. ALL ELECTRICAL OUTLETS IN HABITABLE SPACES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER SAFETY GLAZING, THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R3081 (1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR I ASSEMBLIES. (2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE 50TTOM EDGE OF THE GLAZING 18 LESS THAN 60 INCHES A50VE THE DRAIN INLET. (3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE 16 WITHIN A 24 INCH RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE 16 LESS THAN &0 INCHES A50VE THE FINISHED FLOOR OR WALKING SURFACE, (4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING CONDITIONS: A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 13 $0, FT, 5) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR, C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR, D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE GLAZING. REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING. TYPICAL WOOD TRUSS BACKNAIL W1 (2) I&D NAILS 2 X 4 WE13 BLOCKS NAILED IN BETWEEN WEBS WITH (2) 160 NAILS EACH END 45 DEGREES MAXIMUM 2X4 02 FINE ANGLE BRACING AT 48" OC ALONG GABLE END NAIL ENDS TO 2X4 BLOCKING W1 ((o) I&D NAILS AT EACH END END NAILED TO 2X4 WEB BLOCKING WITH (2) 16D TOE NAILS 1/2" GYPSUM WALL BOARD 2X4 NAILER AT EACH STUD NAILED To TRUSS AND STUD WITH 2 EACH 12D COMMON NAILS NAIL SHEATHING TO TOP PLATE WITH 8D NAILS 3" OC BALLOON END WALL FROM SLAB TO BOTTOM OF ROOF SHEATHING TYPICAL WOOD WALL 5ALLOON VAULTED END 5RACING DETAIL NOT TO SCALE oil e__ 291011 SIDE WALK I--------------- SLAB 4" BELOW HOUSE FLOOR ----------------------------------------------------------------------------- SLAB AT SAME ELEVATION AS EXISTING HOUSE FINISH FLOOR III oil FOUNDATION FLAN 1/4 t1l 0 40 FIELD DIMENSIONS WERE DONE TO THE BEST OF OUR ABILITY AND MUST BE FIELD VERIFIED BY CONTRACTOR BEFORE CONSTRUCTIONS BEGINS z 34' 0" > uj oil 28' 0" u co CN z Lo z m co < 0 j LL on z rjj z 0 LLJ r- cf) r-- a o e N co LU 0 d C; C.4 cf) Lo F- c� to LIL m >. — Im uj (-) 00 0) LL LIL 0 04 00 cy) Z LD %0 x 0,1 A w Z cl) f) d) Lu ;z Z - - z t: U. 0 A zq Z :r 0 d) d) 73 d) z z j5 END WALL TO BE BALLOON FRAME 01 FROM SLAB TO 50TTOM OF ROOF 01 SHEATHING It C14 1 0 C14 1 USE (1) SIMPSON HIOA CLIP AT ALL TRUSSES rn TO WOOD WALLS AND BEAM, FILL NAiL HOLES C14 WITH IODXI 1/2" NAILS CD z z V ED --------------- n 0 j, ------------- -- f f T t -- - - - - - - - - - - - - - - - - - - - - - - - - 1<< LL -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - z q Z d)- - - - - - - - - - - - - - - Z3 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I 1 3: - — - — - — - — - — - — - — - — - — - — - LU 11 111 oil ROOF TRUSS FLAN 1/4 FIELD DIMENSIONS WERE DONE TO THE BEST OF OUR A51LITY AND MUST BE FIELD VERIFIED BY CONTRACTOR BEFORE CONSTRUCTIONS BEGINS -&%L kA Pz, '6(*X r 00 I HERBY CE I WEREPREF N ARE IN COMP FLORIDA 5UILDI FOR 13S MPH WIND 2020 BUILDING CODE ;00 00 ';FU W26 ftill, SPECIFICATIONS F-4--bIRECT SUPERVISION F.,+SECTION IrvOe OF THE i:k-;ITION AND ASC5 I-Irp EGORY 11 AND THE ENTIRE I TH EDITION FIG 2 0 F 3 ATTACH WINDOW TO STUDS THROUGH WINDOW FIN PER WINDOW MANUFACTURE INSTRUCTIONS TO MEET WIND LOAD AND COMPRESSION RATINGS FOR JOB CAULK WINDOW PER YOUR WINDOW MANUFACTURES SPECIFIC RECOMMENDATIONS TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION I - 1��= a EXTERIOR STUD WALL a I WOOD WINDOW ATTACHMENT DETAIL NOT TO SCALE RELOCATE EXISTING CONDENSER TO THIS LOCATION NEW MINIT SPLIT EXRTERIOR UNIT ATTACH DOOR OR SLIDING GLASS DOOR TO STUDS THROUGH DOOR JAMB PER THE MANUFACTURES INSTRUCTIONS TO MEET WIND LOAD AND COMPRESSION RATINGS FOR JOB I CAULK DOOR PER YOUR DOOR MANUFACTURE SPECIFIC RECOMMENDATIONS TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION WOOD DOOR ATTACHMENT DETAIL NOT TO SCALE ELECTRICAL PLAN 1/4 11 = Ill oil __eEff_� TYPICAL STUD WALL ELECTRICAL NOTES 1. OUTLETS TO BE 20" ABOVE F:,F:, 2. OUTLET SHOWN AT BACK SIDE OF SHELVING UNIT AND MURPHY DOOR TO BE INSTALLED 6'0" A.F.F. 3. LIGHT IN CLOSET TO BE CONNECTED TO MURPHY DOOR TO AUTO TURN ON WHEN DOOR IS OPENED WOOD FRAME OR CMU WALL WINDOW FLANGE � WOOD BUCK AS PE MANUFACTURES RECOMMENDATIO1 APPLY SILL PEEL & S OVER FLANGE VERI INSTALLATION W/ 31 MANUFACT. RECOMMENCLATIOI WOOD FRAME OR CMUWALL WINDOW FLANGE SECURED TO WOOD BUCK AS PER WINDOW MANUFACTURES RECOMMENDATIONS APPLY VERTICAL PEEL - L STICK FLASHING OVER FLANGE VERIFY INSTALL. W/ SELECTED MANUFACT, RECOMMENDATIONS NOTE: STEP #1 STEP #2 CONTRACTOR TO FLASH AND SEAL ALL WINDOW AND DOOR OF911111IN103 PER THE MANUFACTURIER'S RE-COMMENDATK)N AND SHALL PROVIDE A COMPLETE WATER TI1GHT SEAL, FLASHING NOTES: PROVIDE CORROSION -RESISTIVE FLASHING IN THE EXTERIOR WALL ENVELOPE TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHFNG SHALL EXTEND TO THE SURFACE Of THE EXTERIOR WALL FINISH AND $HALL BE 114STALLED TO PREVENT WATER FROM REENTERING THE E.XTERIOR WALL ENVELOPE. APPROVED CORROSK)N-RESISTANT FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCA71ONS: 1. AT THE TOP OF ALL EXTERIOR WINDOWS AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK -PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING CONTINUOUS LAP OF NOT LESS THAN 1 118 INCH OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, 00 NOT REQUIRE ACIDMONAL FLASHING: JAMB FLASHING MAY ALSO BE OMFITED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALL$, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAMED CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. I GENERAL LOADS I TYPE OF LOAD LIGHTING LOAD 323 SQ FT X 3VA C369 OLAD OUTLETS 6 CIRCUITS X 36OVA 2160 DUPLEX OUTLET I CIRCUITS X 180 VA ISO TOTAL VA 330S TOTAL VA 33013 VA CONVERT VA TO AMPS 33OdJ DIVIDED BY 240 VOLTS - 15 AMPS I . ELECTRICAL LEGEND I SSWITCH EXTERIOR WALL LIGHT WP Ito V 0 WATERPROOF CEILING PAN OUTLET 110 v QUAD Ilov LIGHT CAN BE CEILING OR WALL (TYP) 0 RECESS CAN LIGHT Cemplar*'-' South IN.I)TALLATK)4f?,EQUIREW�NTS.PMM-DANDfACTORYWLTCOLORTftEATEDPRODMTS NOVEWER 3015 CEDAR - BEADED CEDAR - BEADED SMOOTH IMP-ORTANT FAILURE TO %STALL AND FNISH TICS PRODIUCT IN ArCOROANCE WrH APPLICAM 8W.01W, CODES AW. TRE MAMIFACTURER S WRITTEN A-P.ICATION INSTRucTIoNs vAy Lw i6 PERSONAL wjky, AFFECT vsiw PIE-RFOWANCE. VVC� Art LOCAL BUILDING CODE& AND VOID THE PRMICT 'W-" WARRANTY 9"WavI4 onaftar un an A udftm maimoMA"MXIP PMRS I whrriaduaymajos! 31110 PU OR an 13P. Raw txmwwvwpd tomarm"nales It an. I 2 sefterpurem a ew 1, Sot III*= GENERAL REOUIREMENT& crew iniH a forwarecid1h.bp Jx,*% Hw& dxs ffw%*An Hamle"'Water Bww. a rvIwNn nrpwft%1W hawwr*. ~xh o�7.0@ft& 0xk rVIR019TWOS. Wnmwat*VC#Pbowdpvdumalder&m*Wsiefts.3-4ffsjgbek#med. saw FW. I ffwft4arAjprqeM.wh*m 1w Van offt 34 h Offa." Thewvakw�befouridinftTe*cicWSA%t'n"eqwr,ionChwacteiWmof Orrbawf W% Axc6W a wtvwJ&m0W* wn. INSTALLATION JMTTMTMDe Fqr* 2 PMUMM bmw"if& at stat 'MCZ. 1:1 1 fa Fad' y BA r"Mrsal BuItcala 7, draw 01 raribe W"'� 60 F44 M& nap he&& on =M . . . . . . . . . . C1111610. Pit 11,11 AFPLY MIOPIZONT� STICK FLASHING C FLANGE I/El?lln' IN SELECTED MANU;, RECOM%IENDATI� TYVEK BUILDING WRAP AT WOOD FRAME LOCATION WOOD FRAME OR CMU WALL WINDOW FLANGE SE WOOD BUCK AS PER MANUFACTURES RECOMMENDATIONS STEP #3 CMU OPTION: SEAL FROM FACE OF BLOCK WALL EDGE TO FRAME EDGE OF WINDOW WITH DRYLOCK SEALANT South CLEARANCE AND FLASHING REOUREMENTS F9" 3 Floure 4 FiVurt 5 Fo" 0 FlDoftoftll ftmrdal Flashing Kickout RaNng Stabs, Path, Sfts to $Wing x d4 Do net eaulk 9 F 10 Fl*nll Dock to wan GloundloSIding G,tlerloSding ShelterW Areas mortarlimmonly "FMftq FI in. Fqn 12 Fq" 14 Dnp Edge enelrallon Valley[Shngle Extem& L 1 ' a't FASTENER REOUIREMENTS "'-piran 'OKM 0 - wip", A.- FSR 0:==) =a Mt.. dww br aesthaft purposts Only. P"wim sW be dom vAth fWsh naft antf, vW am w BLIND NAILING FACE NALM Nails - Wood FrarrAn - Ward :N@&dh(D. 113 irL F" -SHIMnai(Q'Dgk!g�w&xO.221in.HDx2i,ti, I Oankx 20?'RLHDx2in long) - I 1p fookqj Pal (OL 121 M. OwA x 0 371 In HD .7" i, V) Skirg nal (0.00 in, shook v 0 2 21 In HD v 2 �i. larg) Qcrivri SleW sw"" - stow Frwmq 1,14in, "YO 375hAM3men -:rev S="PAV*eM(N0 6-180-5fam."x 3ift I M.0 per."" 3 1hreaft rft "Isl bakT, Naft Fmy*q Nab - S" Frarr" - ET I F Par~ nails or vq&gwd (0,10 in. 0" N U13 A. M % 1-10 h ET & Fph creci4vairtill 10in sharA x0.25in HO x 1492 rL bV CWl Raft =V penWw w**iwn IN �n rIbmwW *wt*V, "a"' ffinkrurn IM im. ito RwtAkxTirV ndnkrwm 71% jrL S. D) M&MIX,14=19 V11M. W"Vgf H Filture 15 fbr Both Fam Lammift *W to be mmoved 159 ^-o1orMuVqro*xA& n OSA On" mirm be no greaw thar 9 114 in. Imide and fastenam mw be 12 In, o 0, arlIm. inse LU z CY) U C14 z LO c') 0- 0 tn U_ z z LU Irz Do co C/) LU e C-4 d C; 0 0 U) C14 (n L? z < C'4 (L L0 CY) W L) 00 LL ILL 0 C%4 00 CV) :z UI z z d) j) � 0 - LU z z (L Z j) z z A 9 C14 z C14 CI I ) 6 z South Florida Product Approval South COVERAGE CWTJE.1MkTW GM SIDE WALK GENERAL FASTENING REQUIREMENT$ PNEUMATIC FASTENING Fromm nxt as camnxim miotrrt ptaried. w %&*% I" OWERAGE AWA LM Open, 3S CEINICAW UIP SM WH &In 91X Out it 7112 -In SIT 611 7 '16 CIA a Cemplank@ Lap Siding 3dwpasomrs"utthe U " hm*rw is ckwm irrig with She virlaft 04 0he oft A &M mmunt 4140 4 5 Six 123% 1\7 1 1111\711U__ - is is For use inside HVHZ: In " us IN a It a a In in In It a A 1, n K z o Cernplank Lap Siding fastener types, fastening schedule, arId installation MaIrtafts *!AW and CA Knorya*wOrmed mood mommIxfpar, III In In 111 1111 It it In A" III shall be in accordance with the Miami -Dade County Fkxida NOA 2G- in In I" ;�Ww i: lip III In a in in IN 4, t" (D T 3110 W so 10 It F In "a' A 0730.06. Consult the Cemplank product installation instructions on the smo flush DO NOT 1 301 0 fil 101 in W M to I" KZ11 follow pages for all oftr installation requirements. R317.3 � MI 8 19C, 2304 10 5. urve urd" d," mb stap�e Is am W I _j Fig ill In = In In In 3a 211 as In Cw" ap*4b* pahat " - ' 9 IN W M W M In my ardplamromicadi"=spKNioddeso&dka& PAINTING 11 in ur Ad 1111 111 IN DO tri For use outside of WHZ, Nm PM-hWWW 'WP9hs*p1a0kbs1vm*hwLx4 CMTus*#jKaLWkydbmp4Ka-p=dw0rW9. -P'06.4L am Aft In in M M as IN M z &*kj CWa kw*r*%V69C1dm O"*C_*w TidW4ad Ry o Cemplar* Lap Siding fastener types, fastening schedule, and installation Sw*"Nyw&eU=Mcf*W-goo-phn-do-OA-, ft ow or umft 0" 01 VOOA shall be in accordance with CAE Engineering Reports No.:21)01-10.2. 1, 00" 4n" prprmiift b sidnq and kaNrq Vwdpai"hand LL air spowL ft A) _j ananft. 2001-1022, 2001-10.2.3. Consult the Cemplank product installation ffrWis=x&4swkXnWh*xdaddanA.ft6) CUT EDGE TREATMENT z instructions on the follow pages fcc all odm- installation requitements. Forwwdft*g�wdv*ivwr4ks*MbehtWb4hoptrAwilha Crum, PafA W p6ff* M1 141d Cut edeft harwrer (For sWfnnft fwr�t and rv&ot nail� <r CAULKING '% whhASTMCNO z Cta&NSCkm25orhioww&LatwJoTritS&Mwtowr#"WMASTM > CON. CaulickgSoslan must be aW*d m &wwdanca, wh I* Natr S-1WO RELOCATE EXISTING CONDENSER TO 77 FACTORY BUILT COLOR CAULKING, TOUC4-UP LAMINATE LOCATION CavtoMbetjkmWwhwdkVwdaA"C4"60W#FwbyO&Cdcrpo&ft tw man with a "n hn*. I" up nds. saaW and nal tomb aq ft FaMy 80 CoW bwe" spooks. leaeftup trA bt Msparwo 3: 0 hrla Aria RIPWIM'd�'VL MOM fM drnaW me wA now Gwor*- lap "9.16 Far" M Cakt Lurkiahe shea r%W be mmmed wrImIffirefy aft In"Man eg *a* Come. n Tvr***mn4tbPy cotdg"into bt�wtwry possbe. widwift. Cciw mnDhW mks am njbtle Wom pw Faday SwItcolor pedud ft Wqr TmA39 ddw norAselvq &A edges wrq the Fac" SuM Cokw #dp casum ava4ablo hm your tracwy &0 Caim product 6mler, NO@: Cmbwd dm mt wamam tht wage of ftd W* touchup a pairts wAd a tud-O ao Cwtwrd;'jmq M G*r po&mb LU "If lu owoenml �&v ft Cmbwrd Farm Ruft Calm Lhnkd FII�sh Warramy. t NEW MINIT SPLIT Cq EXRTERIOR UNIT RE -PAINTING CEMBOARD' SIDING AND TRIM PRODUCTS WITH PACIORY BUILT COLOR am ften mpyraV Fm;twy Bulft C4Diw Wq&c& Crr6awd wwrItnds te kkvOrq mgx*V suftre ompargaw ard WpDm wkatkn Errm 1* surlace is dm. drY. and fts of W4 dvK dK W nMm RepvvViswmN ndneonsay Manama! Warts- Wtm" 100% saryk- "wats am recommmded F CONTRACTOR To PROVIDE THE ENERGY FORMS FOR PERMITTING HVAC PLAN 1/4" = V 0" -I S L #4.4 .... ** T.L. TZ�N P.E. *_-ENsE P.O't6qex12qV#n Wy, I HERBY CERTIP I* 7410fto PECIFICATIONS IRECT SUPERVISION WERE PREPAR ARE IN COMPLIA ECTION 160S OF THE FLORIDA BUILDING ITION AND ASCE 1-16 FOR 13S MPH WIND Z E TEGORY 11 AND THE ENTIRE 2020 BUILDING CODE RESIDENTIAL 1 TP EDITION FG -3 OF .3 LIN ��' �8 �_�